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Home My WebLink About2699 74 R VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. No 3297 (IT ;g This is to certify that. (l`"'v, of /CL4 having filed on 1- 27 20 0 an application for a Certificate of Occupancy applying to premises located in a district, at as shown on the Zoning Map and located on the Tax Map as: Section:12 Block: Lot: having complied with the requirements of the Building Code and the Zoning Ordinance under 20 03and applicatio n having been issued Building Permit No. to q approved, authority is hereby given to occupy or use said premises or building or part thereof under the New York State Use Classification for the following purposes: N.- 7� Subject to all the privileges, requirements, limitations and conditions prescribed by law and subject also A to the following: This certificate does not in any way relieve the owners,or any person or persons in possession or control of ti the premises,building or any part thereof,from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended: nor from complying with any tiKlawful order issued with the object of maintaining the premises or building in a safe or lawful condition. No changes or rearrangement in the structural parts of the building, or in the exit facilities shall be made and no enlargement, whether by extending on any side or by increasma in height shall be made, nor shall the N., building be moved from one location to another, until a permit to ccomplis such change has been obtained from the Building Inspector. Z),S Building Inspector,Village of Rye Brook Date -2,7- h ''4 110,11"N' OR PR ON) BUILDING DEPARTMENT VILLAGE OF RYE BROOK JA N 1 3 2005 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 FAX(914) 939-5801 VILLAGE f RYE BROOK www.ryebrook.org BUILDING DEPT. APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY T. C/O# : PERMIT# : 17 DATE: ISSUED: FEE: PAID: D Address: O k l "�'C? 5-MF_F Occupancy/Use: ?-,A Section: 12 •Low Block: Lot: q 31, /Zone: �T2S 1- l q Owner: I2 reel Address: A-o k�j .S-' Contractor: Address: Person in responsible charge: C-��sr�'tl�^S Q �`r''9' ss: �13 �t S g 173 Reason for temporary use: -Vt QM C.-i �1�e ,l� -�e o FWj44e 0 t 64'1\3 VA41t z+ hr3 f'f Affidavit is herewith submitted for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned: STATE OF NEW YORK COUNTY OF WESTCBESTER as: C- yq''' -V' l' S-g ".4"4 being duly sworn,deposes and says that he resides at (Print Name of Applicant) ` 1, _I r 1 _ 32 W Q�1.o.r S � in `(o y`1�''`'\ (No.and Street) n f (City/Town/Village) in the County of \tj zs�-ex9`k r in the State of I v �� ,that he has supervised the work performed to date at the loc�tion indicated above,for the construction, alteration or repair of: T►k R k Deponent further states he understands that a Certificate of Occupancy must be obtained upon completion of the above captioned project. This Temporary C/O shall be valid for a period not to exceed thirty, (30)days. Sworn to before me this 13 U// day of n tka,y-i J , 20 o 6— Signa re of App i t Notary b •c JA.NE KANNING Sign4t e of Own Notary Public. State of New York No 5062305 Qualified in Westchester County Commission Expires June 24,..�o � � �� U, W: Os �� ,S Y:Z��'` S.I•a. _�^' S:Y @' �/� 1^ g4i�:,•AK v Si 'if p S V�,j'�rstr..:1It...:R_: :?sN 4.,�.i{.N�.1..--{'Ii _t�'. l N sr t°..:....-..r dr. t .ssst tr r..A:'..oFsart..?fts�ua.t ,trr(/�i,a•�.82Z: t•Ys;sskt{::??:sle'.YXI:ro.��i.. �3..•:,ii:ssi.�'.1!:t;aii'7iC:rt,'N�r. 3\�s.,.•:iYiiss�e�4t VILL�iGE OF RVE BROOK ' T 1902 This is to certify that of having filed on �D — 2 20 o f � �� district `"';. an application for a Certificate of Occupancy applying to remises located in a :•,- %� pp P Y P as shown on the at p r Zoning Map and located on the Tax Map as: Section: /2/, lock: Lot: having complied with the requirements of the Building Code and the Zoning Ordinance under ' Building Permit No. Z_(o , issued - 20 and application having beenr �y approved, authority is hereby given to occupy or use said premises or building or part thereof under the New York State Use Classification ,for the following purposes: pM,✓ • T:. 4 fk � .mar Subject to all the privileges, requirements, limitations and conditions prescribed by law and subject also to the following: , i ��s tt 0 � rr;•. . This certificate does not in any way relieve the owners,or any person or persons in possession or control of the premises,building or any part thereof,from obtaining such other permits or licenses as may be prescribed by law r for the uses or purposes for which the building or premises is designed or intended: nor from complying with any ' Lt; lawful order issued with the object of maintaining the premises or building in a safe or lawful condition. iy No changes or rearrangement in the structural parts of the building, or in the exit facilities shall be made ,. and no enlargement, whether by extending on any side or by increasing in height shall be made, nor shall the building be moved from one location to another, until a perm' t o lish such change has been obtained from v` the Building Inspector. 's Building Inspector,Village of Rye Brook Date ssss Nj� „rat rss =Y -c /1,.. st. ss 7) P (i °s ,Y °s l,. �.. s ,,,. ,.•� •• 1 /r =e 2 f` �r i T4 ,{ � / �LN,F,fj 1{ 2 f � �$ i,�s�! �� ? +,Gr S yj 'V4 `�'� { IS' l�-��fe r �{{ a3 1{ �'y' ,, I i =�3 � �1 !tlJr �l,''r'ag•""' '^' �. i`f� 1i— r�F a'a° �;a rl BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NY 10573 (914) 939-0668 FAx(914) 939-5801www.ryebrook.org APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY T. C/O# : PERMIT# : 4� DATE: ISSUED: FEE: PAID: 0 Address: 1 160 k1 r-�G P aR fl,-vsc Occupancy I Use: _Section: I Z (cam Block: Lot: 113 Zone: Q- 1 S Owner: �\L-AL/,C, &,y V- _JZCL�o Address: '�-� s (.J 6 S Contractor: Address: Person in responsible charge: e . `�R A i�;_VK J rz Address: Reason for temporary use: �_J 2lj� 'b gj�!*-LT,-,V. Affidavit is herewith submitted for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned: STATE OF NEW YORK COUNTY OF 1WE H_STC ESTER `as: S-O �f �,/gprnM }ro` being duly swom,deposes and says that he resides at (Print Name of A pl' t) 3-3S� I�oO�'can S�' A— in YV_k+a1J^ (No.and Street) �/ (City/Town/Village) in the County of in the State of t t�'� , that he has supervised the work performed to date at the location indicated above, for the construction, alteration or repair of: Qt-Ak �Y��tM� - Deponent further states he understands that a Certificate of Occupancy must be obtained upon completion of the above captioned project. This Temporary C/O shall be valid for a period not to exceed thirty, (30)days. Sworn to before me this /3�—t day of np +b ite- , 20_ 1)11' Signature of Applicant V U No Public JANE KANNING Notary Public, State of New York No 5062305 Clualifted in Westchester County Commission Expires June 24, 62 n 0!e yE DRnuk BUILDING DEPARTMENT D aD VILLAGE OF RYE BROOK nr OCT , _.:`;,• p'� 938 KING STREET RYE BROOK, NEW YORI< 105 3 j (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org � OF Of BUlID/ry RYE DFT O011 APPLICATION FOR CERTIFICATE OF OCCUPANCY (Not to be submitted until all work is Completed) C/O# PERMIT#: DATE: ISSUED: FEE: PAID ❑ Address: Occupancy/Use: � Section: t?_5 = Block: Lot: L[3 Zone: (L- l Owner: Vet-t_►��A,F 11e..l�- Z� Address: ST Contractor: 1` Address: Person in responsible charge: C' � �- bv Address: Affidavit is herewith submitted for the issuance of a Certificate of Occupancy for the structure herein mentioned: STATE OF NEW YORK COUNTY OF WESTCHESTER as: T. �,r�b'rr A&"N,t WK4 being duly sworn,deposes and says that he resides at (Pri Nar�e�fAppl'c7 ^ n � S S 3 in - �k (No.and Street) 1/ (City/Town/Village) in the County of V-1 us -t�)�-r in the State of N&l�"that he has supervised the work at the location indicated above, and thatthe actual cost of construction was: $ 3• M , for the construction, alteration or repair of: t j Deponent further states that he has examined the approved plans of the structure herein referred to for which a Certificate of Occupancy is sought, and that to the best of his knowledge and belief, the structure has been erected in accordance with the approved plans, and any amendments thereto except in so far as variations therefore have been legally authorized, and as erected complies with the laws governing building construction. Sworn to before me this )Egr day of Wit+-f-obrr' , 20 9 V- S4i n11ratee 61 nt Notary �c, New York No 5062305 Not •y Public IV Qualifi-cl in Westchester County Commission Expires June 24,--2004_ DRnuk, o ti W � 19f1 �o BUILDING DEPARTMENT 7. 2 '� MDING INSPECTOR VILLAGE OF RYE BROOK VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: k-A 0 G -S ��- L DATE: PERMIT# ` ISSUED: I SEC T: .W BLOCK: ( LOT: �3 LOCATION: n-�Z- �Ll OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 1� S2�>oi- ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK l f>iL S�1�1�F` !�� 1. S�C�t,1►�C, ?R o P�lL l�l ❑ FINAL PLUMBING FINAL ❑ OTHER • }�2vH w��/1— � � x9 GNP [ �,67 A �kL v S �� rl S 1. 4�-L (��S b -+ �'Cb TLl1-[ rJ �vfz►.�i Qyl'BRmo& o� 190'2 BUILDING DEPARTMENT Id BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: � - T �-a l � DATE: � Z Z L{ PERMIT# Z ISSUED: (p SECT: IZ BLOCK: LOT: Ll LOCATION: )�W OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATIQN ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ►-'L� Ft.oa cL �v Ar1.- 5 S�z�- �5��^ Q I rIS ❑ INSULATION ❑ NATURAL GAS 10 ❑ L.P.GAS ❑ FUEL TANK I CAA �lr"I r, fkari4 1 N bn(L� ❑ FINAL PLUMBING FINAL �F�M�S N(,,n air ❑ MR pVf�lLr �� 11 a rJ An,�Ty S \ �i l r+ y� roeru � IS (0 otiF� ra 1�lLf�- �►�R i«��2 L � \Atx�S M t�-S I j 4 (•ov en S 1 rj -rw� L-oc Am ooI j S — mf fr.o 0& tZ.�'�►�� Z- FLyIC Fc(t-S►� z�- �Z�o lSot t, )cA l_ • `7-Cz 1 r, A- r- + M V s i O>JF, +71,,4G�z� �yE BR(lv'r�. . 190 BUILDING DEPARTMENT Buu.DING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: -\ \ i C2�F'ti DATE: Mo.� Z PERMIT# Z b Cj 'i ISSUED: S O SECT: Z�j 6 BLOCK: LOT: { LOCATION: KcL j Fd,-� �-s� aC\L-x T`/ OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: 0 ROUGH PLUMBING C\ ❑ ROUGH FRAMING t 1 SECT LD N , O O •Z \ "� SS,, ❑ INSULATION 0 NATURAL GASH- , ��\T —1>1 ❑ L.P. GAS ❑ FUEL TANK I.,l-�t�1 N A D f� �^\, '�'(li`•l S atir- ❑ FINAL PLUMBING FINAL ❑ OTHER �T�►�AitL Y4 T�S "C�A`/ Sao ti L /�.�' W SST �4J �N t-�o rl.�Zo,-►Tao�.. �,n,� d t_,S. Arr►�L 1 ►-��, o�rt.._S l o 77—A1 0 FLUgt-J \ �- � >Atjs, �'S� �T \ S V D� �1►� ��Lv�, L� �I S i'�-\j3vT�D �J t�.��i i S A S S f�►-��L L L, fti- DRC�uk ti 962` BUILDING DEPARTMENT dBUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: l7- l to k i Q 64 ��'-�\ DATE: \ " PERMIT# C7 l ISSUED: S (O '�Ja SECT: IZ5 V BLOCK: LOT: LOCATION: Naw 6 f L� �13 S�- Rl- l L k T\I OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING c ❑ ROUGH FRAMING 1. INA��li�vp.Tf� \NA. ,n� �(LfiSSulL� - pt -bonLM. Sibl.1�:2 ❑ INSULATION ❑ NATURAL GAS ?.• ❑ L.P.GAS ❑ FUEL TANK „ A, -r>O .S NOW T-(1, ❑ FINAL PLUMBING JK FINAL 3 T� � ti S`t-iaL.t_ L_frA-k-1 o G ❑ OTHER � •. [� �O rL r-. ��W Fc/1� S��C f� l�frt-TG�-�o,� S{}p✓c.D 3fs- 1`IFi4 T 'dfLTC c T4�t .)O N--�-) 5-TALL- I M p n o' g2Lv f M LU ojj* D (� OV�CLNFiA� �� ►� I Ai��Mt. T�S 1 cwf�n-tARAD -r,>a DA-i MO S t GLO-�fi- •t-in o W k• rn N AT-I&Z A hit LFiAV�S T3Ay . - g I>Ar"A46ib, -boc-r Wzvi-� At:!b MfLcI.AOIceLr ROJO-,.., LOW frrL L_Fi..vEI` , u0SAFfv SR(�uk y w . 190 BUILDING DEPARTMENT [Y BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - ---- - - - - - - - - - - - - ADDRESS: I q-01 �� 1�L�FzT DATE: f-Ct 1 PERMIT# ISSUED: STJ I(o 03 SECT: BLOCK: ( LOT: LOCATION: VPLlN f l (L�'- f 00SFi fA 1 L IT`7 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED LYJ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 11 . ILL- "t fL SSE 61(LfL- Sg It IALfVL- Mkt-S ❑ INSULATION ❑ NATURAL GAS S 1 IAA V (OV LS I C JE- ❑ L.P.GAS ❑ FUEL TANK 13 • 1J��(uo S�/ 1'ff�"� ►'' i Fi a C.Ti 0 01 01 Tr � ❑ FINAL PLUMBING d FINAL (� • Fo f-L. 'tom•-3 a7- M c.-j t2 n- Nos FUa Cu o..a 1 o 4 'MT L ❑ OTHER 1 L FAht- BaL-32 N! LR aA- ►fit Z 'jL-��.... - �Lv�� !a � Sir?t�...,�c.Lftt� �SY°2K, w aTF� 4Fr71Jz 11 `(Ls�►-,-�- �D�9 ti I��_t,O r.-. N a i {�nI G,li�•�•t �C� 7��'D Pnd.�,- 1 jLL'�wxT —7>ODn_S NoT CL-cQ ,,+!> 1� • At-L ��-T��- �ti... 1�o�S MAST 3�- �-�V l�� .,�T-,� -F'i�AF-czk c�z. L. ►C>W) (,-s6 As JE•L Slate rcl�l: n .SIC-,N A 4r,- R+J t> G.xL% ZT61 1 0 4, AS jf3n= rc N r O L A`Pf_ SH0JL-b mow- ►�� v ,-b5D A�o'JG, LG104 S 1-0 XL- d -r IM DTcvu ST S OF �� c r'c wZ F F1 mfz- 40v i- ► &T- N DRCv� o y • 1902 BUILDING DEPARTMENT KBUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: J 1 DATE: 0 S PERMIT# Zip 1 ISSUED: S I ( SECT: , V o BLOCK: ( LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK Is... ACCEPTED ❑ REJECTED/REINSPECTION 0 SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: 0 ROUGH PLUMBING c i �� ❑ ROUGH FRAMING G��F • 1�(L N C kn ❑ INSULATION ❑ NATURAL GASV ❑ L.P.GAS AA ,� ❑ FUEL TANK At-1- �- Z 0-0 7 2 7 flE S ` ❑ FINAL PLUMBING ❑ FINAL -1�q I F-L l 02 6A V S-( C46 V--�C� � � OTHER BRnuk BUILDING DEPARTMENT r 7. 19(12 •� KUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: ao 1Q 61 S-t� DATE: Wr LZ rJ I�5 - 6 o - ► - 43 PERMIT# z ISSUED: S (o(D SECT: BLOCK: LOT: LOCATION:�- 03 N t-la W V, - / 'Q `CZ o��n OCCUPANCY: _ ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED (� REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING 0 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING - ❑ ROUGH FRAMING )2 S Yul V S�- ►�S�-A L L 1Q 1' ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 4l S C r� �T1 o N Sly A C_fL F:3c�n LA-4 :fz ❑ FINAL PLUMBING ❑ FINAL IWO � A � _kS&V4 . (� OTHER G,Fr/kC�- �� '1-a C�JUTE• .Y.�S Co��I't�rJ�L� SD AC(L 11-e- Nor- - C 0 L"--� A--C>D ACZA--t-,j� T� QyE DR(�uk SJ ti O.c �9a2 BUILDING DEPARTMENT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914)939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: o DATE: WF,- zZ r1 PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: ��PP(�.,��- S �4�/ FLI�k`i r�OrL_ OCCUPANCY: ❑ VIOLATION NOTED TrIE WORK IS... ❑ ACCEPTED REJECTED/REiNSPECnON ❑ SITE INSPECTION REQUIRED ❑ FOOTING 0 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING �O ❑ INSULATION ��^^ ❑ NATURAL GAS C �JO�� V O FL E.I S�_1 ��L�V t� Z- A N ❑ L.P.GAS ^' ❑ FUEL TANK �- y AT - S �^ y rL C- ❑ FINAL PLUMBING ❑ FINAL OTHER 5��L Qy� BROvk Q ti O.c 19(12 BUILDING DEPARTMENT BUILDING INSPECTOR VILLAGE OF RYE BROOK VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE: r I S G7 C PERMIT# ZGCI'5� ISSUED: S 3 SECT: BLOCK: 6LOT: LOCATION: fft t osa- A. -P kf-A- J S OCCUPANCY: ❑ VIOLATION NOTED THEW IS... ❑ A( TED ❑ REJECTED/ SPECTION ❑ SITE INSPECTION VV �� Q IRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING11 INSULATION ❑ NATURAL GAS ❑ L.P. GAS ^ \ �L36A ❑ FUEL TANK /'� ❑ FINAL PLUMBING ❑ FINAL /'� OTHER BR(�uk. D ti O�c 19a2 BUILDING DEPARTMENT 44BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: ,L_�GI►j DATE: 3 l Z 1 ° _ i 4 PERMIT# 2-C--"x ISSUED: I L 9: — SECT: ' BLOCK: LOT: Fj LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECnON ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 1 �`r(1-O[�� (Ly-1 M\SS 1►J N FLI.f�.` ❑ INSULATION ❑ NATURAL GAS ? S-T-2- KI I J l_ ❑ L.P. GAS ❑ FUEL TANK ❑ FINAL PLUMBING ❑,/ FINAL OTHER BR(�uk BUILDING DEPARTMENT DING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: � '✓ l' A Ij ( ; S r DATE: 13 z' I I k- 3 PERMIT# Z 09 1 -C\ ISSUED: S ((O fO SECT: ( BLOCK: LOT: LOCATION: F1n-t- SAKI.��t. - ZE14"-, OCCUPANCY: ElVIOLATION NOTED THE WORK IS... ACCEN7'ED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ��'' \\ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING I\ W F_� S V I'� - ❑ INSULATION ? ❑ NATURAL GAS Z� �f1-� S�/Ste'" 1 .y` S EF-1o,-j b S A LA t, ❑ L.P.GAS ❑ FUEL TANK ❑ FINAL PLUMBING ❑ FINAL 40THER yE uk �9a2 BUILDING DEPARTMENT kBUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: k1 C� l DATE: a o C � 43 PERMIT# Z 0' 1 ISSUED: Io 3 SECT: BLOCK: LOT: LOCATION: Fi(Lg- c 'Fz- OCCUPANCY: U 4A ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING -�^ /�A M ❑ ROUGH FRAMING Q �� .Y . ' V A(L�li N � - �"�(,C A lLTtk\-/ ❑ INSULATION ❑ NATURAL GAS > U N #4g.I- -m ��aj&A S;wo�j ❑ L.P. GAS ❑ FUEL TANK Z) '��-CL\1 A.-TO `�t1 o r�f+- via ❑ FINAL PLUMBING ❑ FINAL 3) �l-�V�TDti $t�AF �� j�n oDfn-L`i FI fLfL 174 OTHER 0 A-, FI(1f- C Au ( L- D� h �� ti k�ng'J GQ%Jj of - v�i,Fi\ . 09/13/2004 03:37 91a-;33-3550 ELEVATOR CONSULTANTS PAGE 01 POSt-W.=a)� Note 767, Date r Ot 7b - Pages� 1 C *� R Co.Dau+ from. Phork "none I September 11, 2004 `°x` .x Y Mr. Richard Kearney ThyssenKrupp Elevator Company 500 Executive Boulevard Elmsford,N.Y. 10523 Re: Acceptance test on one(1)elevator at Rye Brook Fire House Rye Brook, N.Y. 10573. On September 10, 2004, at your request, we witnessed a acceptance test of the new elevator at the above referenced building. Mr. Steve Meyer a technician for Thyssenl(rupp Elevator Company supervised the test. The test was performed between the hours of 9:00 AM and 12:00 Noon in compliance with American Society of Mechanical Engineers ASME A17.1-2000, Safety Code for Elevators and Escalators, an American National Standard. The test was not successful with following deficiencies noted: Provide code compliant electrical shunt system. Provide emergency phone in elevator. Repair or replace detector edge. Patch holes in shaftway as required. Provide cover for sump pump. Please call if you have any questions. Yours truly: Martin McCarthy Elevator Inspector ASME, QEI- I-349 R �yE BRnvk ti W � BUILDING DEPARTMENT /y�BUILDING INSPECTOR VILLAGE OF RYE BROOK ��///❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: b DATE: q /7' /3� PERMIT# Z&Cl ISSUED: .S I V'�,-ECT: ZCA .6 0 BLOCK: 1 LOT: L{3 LOCATION: S l/ 0 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING '� t �� a;l> 0 INSULATION ❑ NATURAL GAS {V r ❑ L.P. GAS ❑ FUEL TANK ZY 15A�Ct ACO\ E-L►00(z- 1/�1 ❑ FINAL PLUMBING ❑ FINAL OTHER/ ✓ O L Crime O V'Ll C,41 I'►A or L FL.0 cal a— •� �`l� ►v'4G v AG AEI i C ,O � QyF.4Rnuk o� BUILDING DEPARTMENT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: l ►, -T DATE: PERMIT# ISSUED: S (D 7 SECT: i p BLOCK: LOT: LOCATION: a f, Fz- l / 0• OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ Acci-P7 F:U A REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING A VL 9 l C d L, ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK r1 l L v 1 c9 Z� ❑ FINAL PLUMBING FINAL yGFI 1_ O'I'I-IER �-VIEL - ELT . BR(uk ti . 191I2 BUILDING DEPARTMENT , ` BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: Iy Ll 0 6 -� 1 DATE: v �6 u`^I PERMIT# 2-C��1� ISSUED: S I SECT: ' BLOCK: 6 LOT: LOCATION: �� C d �y t�[� (a OCCUPANCY: KVIOLATION NOTED THE WORK IS... ❑ A c'uI'P"I F.i) , REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 1.11�I A E ❑ INSULATION 0 NATURAL GAS 4�>g 1 � y ❑ L.P.GAS ❑ FUEL TANK ❑ FINAL PLUMBING A ❑ FINAL 1 CG./A 0 -( AID - 1 - ❑ OTHER BR(�uk ti o-� ;q0 . BUILDING DEPARTMENT *BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: o(�, ST DATE: Ubs- PERMIT#Z-V-1 -1 ISSUED: SECT: BLOCK: LOT:_B LOCATION: :Z14S9 y`tfi-t.JT 72,01 UDI 0 l�_� OCCUPANCY: "1 VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING \ /' ❑ ROUGH FRAMING M S ❑ INSULATION �� n ❑ NATURAL GAS \--��- `��-�l � SSA • ❑ L.P.GAS ❑ FUEL TANK ❑ FINAL PLUMBING ❑ FINAL l J c (_._- ❑ OTHER BRCuk ti ,9a2 BUILDING DEPARTMENT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: �"[ t'LI r�tri DATE: S [2--�: PERMIT# Z 6 9 cl ISSUED: ( D SECT: BLOCK: LOT: LOCATION: ��Z �o2n-�j' �o iyci S � . f Gd OCCUPANCY: Z LA ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION 0 SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING I (Jn-(- AT C4S64DFi- oo--t Fc 0 INSULATION 0 NATURAL GAS ❑ L.P.GAS 0 FUEL TANK ? L-L ❑ FINAL PLUMBING 0 FINAL OTHER BRCuk ti . 190 BUILDING DEPARTMENT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: TA/0 4<4 0 C-7 Sl--(Lf I DATE: PERMIT# Z (oil ISSUED: S Q -�;> SECT: (Z�t • o BLOCK: I LOT: 4 '� LOCATION: t ,j-�f �� GI M�t}$L7�r.l OCCUPANCY: -Z /A ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING SPLr1 E r.I i Sii9 WS f-V ll';[J C e- ©F ❑ INSULATION ❑ NATURAL GAS fEV E t-JT- S ❑ L.P.GAS _ ❑ FUEL TANK W A1 ff-& 1A N I C A l_ A N',N ❑ FINAL PLUMBING ❑ FINAL 32gg rl4 S WELL- A.S ALL- OTHER G,orkv"�ON A.n�S� o!� - YVl 11, W C� o►.' Q�+� V S` `3'�G C � =0 o "' BR(�uk . O y 19t12 BUILDING DEPARTMENT /yJ BUILDING INSPECTOR VILLAGE OF RYE BROOK (/❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ CODE ENFORCEMENT OFFICER (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: q q k� DATE: S PERMIT# Z 65 5ISSUED: S (C) SECT: I Zj, 6 BLOCK: LOT: l 3 LOCATION: V'1M_J,o�Fi T, CI��t� ;zg_- � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACC'I;P'f FD REJECTED/REINSPECTION SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ��QLL IZ -Q V HU,-7 a6b T1.A1 L-f rA u i vzf', f ti ❑ INSULATION ❑ NATURAL GAS Z� AL L �iAf-�i o,,- L i G 4 1 i ❑ L.P.GAS A ❑ FUEL TANK 3 - 4L A*KeAQAau S DtFmAllojAL ❑ FINAL PLUMBING ❑ FINAL ArjI2 ALL -qA`7 'bqky6"53 f4y5.- Tom- ©I= OTHER �f-eL tq P o an t- Fo llo'j i fj Tf`^�'�n Al- A v o n S S� ALL 1-\N ' (IAV� 'LPL CE �A"T1��4 L 7 u4 ti s 1 A�tAA{�S U C`f 10� w�, i- k cf✓ ►'r. l S ytq j { 1, c* u ri t Frt�ti. 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LL - LL ►, U � s o \-Ap U � U CL e m N U LO n � O o o � 0. o } � z El LLJCC CO Z w a C0 CIO CL O > CO n , ❑ W Q 0 yv` 0m o C_ J W J TCA ; J (n rn = ��d/� > my � V/ Y rn m L c13 Z 3 -o � o 0 U 0 y N 4 o fA C 0 3 ,�, o a o � c E o c U CL o (D 70 � sco w U- cz cd N C � � 0 0 0 0 0 c c _ � o � LL LL cc It _ LL LL O ❑ ❑; Q o ❑ 'N,"SL ❑ ❑ ❑ ❑ ❑ ❑ C-) e- (D 00 Co Cl O_ O O Cfl O O N O 460 O to O O Cl) N fR Y M O ti O LO L M Y Y L 4J L O 2 w V /1 0) cn Y N C c Z N m O C rn mYm OY .. w me d 0 > a) Q' fn m J > U. g m LU LL O z �= EC [;1 O O � cri CC p .� U cc a m w u U UL J o (n W w 0 } W >- w to m pC O U) w U. (D U) p N O Y o r+ p = E < U OD z " D W O C� m w O �■■� _ L o z J } F- N cn Q 3 o a _ > O CDZ a) o F- H Q70 � c a) Y f'f-^ V _(D v O v/ a E 3 7 co Q1 O a _ � � o c in a � o co cu E m a > c � � a o a 0 o a Q 3 co O c c L ] N O "0) O C N a o O v' oco - a' �✓ a y �N+ • L L Q Cl Q G N o _ occ '. co r h _ �°m CZ _0 O_ �' E c0i Ln U _ e c� c9 O o �° O ;t3 yr ca L 0 (Y •"''' m U 01 m O1 p co E E —0-c - E ago L co E L c m o T rn w y N Q a > m a o a) p Q- Q. > — 0. 0 X I� a Q Q m co Q BUILDING DEPARTMENT DECEOVE VILLAGE OF RYE BROOK 938 KING STREET MAY 14 M RYE BROOK,NEW YORK 10573 • �' 19t12' PHONE (914)939-0668 FAX(914) 939-5801 VILLAGE OF RYE BROOK WEB SITE: www.ryebrook.orQ BUILDING DEPT. FOR OFFICE USE ONLY: MAY 15 M Application No: Approval Date: T Permit# ARCH/TF WWL REWEWBOARD.• Approval Signature. Approval date. Disapproved a/c: CHAIRMAN: Vdlaze Board Referral: SECRETARY.• Approval. ZBA Approval Date. Case# Permit Fee: APPLICATION FOR EXTERIOR BUILDING PERMIT Date: 5-15-03 Application is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,additions or alterations,as per detailed statement as described below. 1. Address: 940 King Street, Rve Brook, NY 10573 2. Section: 1 Block: 6 Lot: 8 Zone: R 15 3. PROPOSED IMPROVEMENT(DESCRIBE FULLY): New Fire House Facility 4. Name of Applicant:Village of Rye Brook Address: 938 King St.-Rye Brook PhoneNo.:914 939 11 1 NameofownerNillage of Rye Brook Address: 938 King St. , Rye Brook PboneNo.:914 939 1121 Name of Registered Arcbited:Sullivan Architech .: 115 Stevens Ave, ValhallaPboneNo:914 7474004 Name of Registered Engineer.0 Dea,LynC , A atsta 50 Broadway, Hawthorne, Phone No.r +-7T - 0 Nameoteunder:_ Marquise COnst. Corp Address: 10 St. Charles St,ThornwoP4oeNo.•914 747 6426 Who will supervise the work- Calgi / EMC 221 Union Ave. , New Roche]7�'� 914 632 9423 Address: 1'hb�e No.: 5. If building is located on a corner lot,which street does it front on 6. How will building be occupied:Fire House number of families: n/a#of lavatories: n/*of roomsn/a 7. What is the estimated cost of construction(exclusive of lot,grade and planting)$ 2.3 million (NOTE:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,and _ material and labor which may be donated gratis.) 8. Area of let: Square feet:- f ,- n _ acres: 9. Give d;mensions of front,sioes`aed rear yards from building to lot lines: front yard:+/-48'9" rear yard:+j_92, right side yard: 16 1 left side yard: +/-31'8" 10. Area of building�in square feet: Basement: 1350 1`*fl.: 3400 2°dfl.: 1870 3rd fl.: n/a (Excluding garages,porches,breezeways,etc.) 11. Type of construction(frame,semi-fireproof,fireproof): 5B 12. Number of stories: Height: 35, 13. Is garage attached,under,or detached: under Number of cars: n/a 14. Will cellar be fully excavated: „n if not,give particulars: partially excayarod 15. Material of basement walls: PIP Concrete thickness of basement walls: 12" 16. What material is the exterior finish: r,,nQ -ak- llo2rdg _ "Hardi Plank" 17. Will roof be peaked,hip,mansard,flat,etc.: Gable Kind of roofing material: Asphalt Shingles 18. Are chimneys of brick: Ili concrete: stone: other,describe: Size of flues: heater: inches;fireplace inches;other flues: 19. What kind of finish or covering will be placed on interior walls and partitions: Gypsum Board ceilings: ACT/Gyp.Bd kind of lath: n/a 20. What system of heating: oil or gas fired: 014, 21. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. J�/� 22. Estimated date of completion: ' 1 The State Workman's Compensation Law provides that before a Building Permit is issued,the Contractor,Owner,Architect, etc.,shall produce the following information: Name of Compensation Insurance Carrier: No.of Policy: Date of Expiration: STATE OF NEW YORK ) as: COUNTY OF WESTCHESTER ) Christopher Bradbury BEING DULY SWORN DEPOSES AND SAYS THAT(S)HE IS THE (name of individual signing application) APPLICANT ABOVE NAMED. (S)HE IS THE Agent OF SAID OWNER, (contractor,agent,corporate officer,etc.) OR OWNERS,AND IS DULY AUTHORIZED TO PERFORM OR HAVE PERFORMED THE SAID WORK AND TO MAKE AND FILE THIS APPLICATION: THAT ALL STATEMENTS CONTAINED IN THIS APPLICATION ARE TRUE TO THE BEST OF HIS KNOWLEDGE AND BELIEF,AND THAT THE WORK WILL BE PERFORMED IN THE MANNER SET FORTH IN THE APPLICATION AND IN THE PLANS AND SPECIFICATIONS FILED THEREWITH AND IN ACCORDANCE WITH ALL APPLLICABLE LAWS,ORDINANCES REGULATIONS. Sworn to before me: r (Signature of applica This day of Q 20 CONNIE DI SALVO l Notary Public,State of New York No:O1 D16011123 Notary Public: Qualified in Westchester Coulq County: We,5-fch e,9f eg Commission Expires July 15, oZ C e- co 00 0 0 �O C) 0 N o tO o LO o 0 CM N VT Y M O ti CD O L r.+ CD Y i m � O d d Z O V d Y '0 ►� W C> Y m O Y o co c r m 0 0) C> V0 a. U a a > rn inm j U. m J U) Y 0 W O O = O LO Ice 0 W .v v c ? i J Qo n-W F- L Cl) Qfw ° N O� F z i o m � U O Y Y W 0 = N W — U m X zW L 0 o Z LLJS LL J } 'IT a N 3 a a a _ > 0 Z o LL 14 C) O 70 N f Uco o (n E 3 O � f9 -00) a E w a > O o c m U a () a- 0 70N O C C O O .0) C �EWYD F � Q � a o �° � o � Q) Flo 0 " CL 13 �' j O (0 a a � m '� U cuco 70 m.0 o Q) co � wOO e nac)m �C � _ oa) a) o a5 o > E c) co r MAN Q a- > M a ° m m H X fL— n. Q Q m can) Q �yE BUILDING DEPARTMENT DECEIVE VILLAGE OF RYE BROOK 938 KING STREET MAY 14 W ,�•�� RYE BROOK, NEW YORK 10573 PHONE (914) 939-0668 FAX (914) 939-5801 VILLAGE OF RYE BROOK WEB SITE: www.nebrook.org BUILDING DEPT. *********************************************************************************************************** FOR OFFICE USE ONLY: • MAY 15 M Application No: Approval Date: Permit# ARCHlIMMAL REMIEWBOARD. Approval Si nature: Approval date: Disapproved a/c: CHAIRMAN. Villa-e Board Referral. SECRETARY: Approval. ZBA Approval Date. Case# Permit Fee: *********************************************************************************************************** APPLICATION FOR EXTERIOR BUILDING PERMIT Date: 5-1.5-03 Application is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,additions or alterations,as per detailed statement as described below. 1. Address: 940 King Street, Rve Brook, NY 10573 2. Section: 1 Block: 6 Lot: 8 Zone: R 15 3. PROPOSED IMPROVEMENT(DESCRIBE FULLY): New Fire House Facility 4. Name of Applicant:Villag,- of Rye Brook Address: 938 King St._Rye Brook PhoneNo.:9 14 939 1121 Name of Owner:Village of Rye Brook Address: 938 King St. , Rye Brook phone No.:914 939 1121 Name of Registered Architect:Sullivan Architechess; 115 Stevens Ave, ValhallaphooeNo.:914 7474004 Name of Registered Engineer O Dea,LynC , A at sass: Broadway, Hawt orne,NYphone 914 747-28 No.: NameofBuilder: Marquise COnst. Corp Address: 10 St. Charles St,Thornw0P1AneNo.:914 747 6426 Who will supervise the work: Calgi / EMC Address: 221 Union Ave. , New Roche;l19e No.•914 632 9423 5. If building is located on a corner lot,which street does it front on 6. How will building be occupied:Fire House number of families: n/a#of lavatories: n/*of roomsn/a 7. What is the estimated cost of construction(exclusive of lot,grade and planting)$ 2.3 million (NOTE:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,and material and labor which may be donated gratis.) 8. Area of lot: Square feet: acres: 9. Ciive dimensions of front,sides and rear yards from building to lot lines: front yard:+/-48'9" rear yard:+/-92' right side yard: 1 6 T left side yard• +/-31'8" 10. Area of building in square feet: Basement: 1350 1"fl.: 3400 2°d fl.: 1870 3`d fl.: n/a (Excluding garages,porches,breezeways,etc.) 11. Type of construction(frame,semi-fireproof,fireproof): 5 B 12. Number of stories: Height: 3 5, 13. Is garage attached,under,or detached: under Number of cars: n/a 14. Will cellar be fully excavated: „n if not,give particulars arti al i�7 pYra[la tpd 15. Material of basement walls: PIP Concrete thickness of basement walls: 1211 16. What material is the exterior finish: Cope,--- u a,-dg _ "Hardi Plank" 17. Will roof be peaked,hip,mansard,flat,etc.: Gable Kind of roofing material: A.-3phalt Shingles 18. Are chimneys of brick: WA_concrete: stone: other,describe: Size of flues: heater: inches; fireplace inches;other flues: 19. What kind of finish or covering will be placed on interior walls and partitions: Gypsum Board ceilings: ACT/Gyp.Bd kind of lath: n/a 20. What system of heating: oil or gas fired: Oic. 21. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. M `, 22. Estimated date of completion: The State Workman's Compensation Law provides that before a Building Permit is issued,the Contractor,Owner,Architect, etc.,shall produce the following information: Name of Compensation Insurance Carrier: No.of Policy: Date of Expiration: STATE OF NEW YORK ) as: COUNTY OF WESTCHESTER ) Christopher Bradbury BEING DULY SWORN DEPOSES AND SAYS THAT(S)HE IS THE (name of individual signing application) APPLICANT ABOVE NAMED. (S)HE IS THE Agent OF SAID OWNER: (contractor,agent,corporate officer,etc.) OR OWNERS,AND IS DULY AUTHORIZED TO PERFORM OR HAVE PERFORMED THE SAID WORK AND TO MAKE AND FILE THIS APPLICATION: THAT ALL STATEMENTS CONTAINED IN THIS APPLICATION ARE TRUE TO THE BEST OF HIS KNOWLEDGE AND BELIEF,AND THAT THE WORK WILL BE PERFORMED IN THE MANNER SET FORTH IN THE APPLICATION AND IN THE PLANS AND SPECIFICATIONS FILED THEREWITH AND IN ACCORDANCE WITH ALL APPLLICABLE LAWS,ORDINANCES REGULATIONS. Sworn to before me: (Signature of applica This day of 4. ,20 CONNIE DI SALVO Notary Public,State of New York n _ No: 01DI6077723 Notary Public: C rl,�e- Qualified in Westchester County County: Commission ExpiresJulyl5, ;,RCOL _ � o d L'l� Z v m' C Y c�g e v g � i cz CL Q o0 m ,.c W CC mJ a w c 00 Q yZ -0 C \ O W �J � ro � tie� 3 Ld a)J W v i a� w -c O 3 ao C O C D ca ca O ,= yq Q , °° b (v n ri v OU p G1 7 y YOU ARE HEREBY REQUESTED TO INSPECT AND ISSUE CERTIFICATES FOR THE FOLLOWING ELECTRICAL EQUIPMENT TO BE INSTALLED BY THE(INDFRSIGNED 4 TEMP.# DATE: e OFFICE USE V r �lrl�}e �-f /��/-lUy ri to ONLY OCC LAST NAME OWNER LAST NAME INSPECTION L OCC FIRST NAME OWNER FIRST NAME _ STREET 1 - STREET 1 S EET2 / STREE CITY CITY Gve� X All 0 3 -;1�- COUNTY STATE ZIP CODE — STATE ZIP CODE CONTACT PHONE( HOME PHONE UTILITY COMPANY �o O 0 y 9 WORK PHONE ESO/JOB NUMBER SIZE OF MAINS POLE NO BUILDING FEEDERS PERMIT SECTION BLOCK LOT NUMBER / / l-/7 CHARACTER OF K U EXPOSED ONCEALED LIST ELECTRICAL'DEVICES FOR WHICH INSPECTION S REQUESTED DATE WORK TO BE ST RTED 2 N11a1-I V ��c co,— 3 - / DATE COMP � / �D4 SERVICE ENTERS BUIL ING Cl OVERHEAD aA06ERGROUND DATE INSPECTION REQUESTED ON(OR AS NEAR AS POSSIBLE) THIS APPLICATION IS INTENDED TO COVER THE ABO E-LISTED EQUIPMENT TO BE INSPECTED,BUT IF AT TIME OF INSPECTION,THERE IS FOUND ADDITIONAL EQUIPMENT NOT ABOVE LISTED.YOU ARE AUTHORI D TO MAKE THE INSPECTION AND ADJUST THE FEE TO COVER THE ADDITIONAL EQUIPMENT,AS PROVIDED BY THE APPLICANT. Applicant affirms that there is not an application for electrical inspection pending with a qualified MUST ENTER APPLICANTS electrical inspection authority,for the installation listed herein IDENTIFICATION NUMBER'� I 3I 0171 U I Cl This application is valid for a period not exceeding one year from the date received by the Board. AVOID DELAYS BY qVING FULL AND ACCURATE INFORMATION ALL SPACES MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. / t 7 � NAME OF APPLICANT DATE OF APPLICATION /- SI NATURE O APPLICANT q STREET ADDRESS / C TELEPHONE EL /NO. OR POST OFFICE ZIP CODE LICENSE NO..WHEN APPLICABLE ❑40 Fulton Street ❑18 Corporate Woods Blvd.4th If ❑3291 Lake Shore Road ❑803 West Avenue,SUITE 106 ❑202 Arterial Road NEW PORK,NY 10038 ALBANY,NY 12211 BUFFALO,NY 14219 ROCHESTER,NY 14611 SYRACUSE,NY13206 (212)227-3700 (518)463-2122 (716)827-1155 (716)436-4460 (315)463-8552 NEW YORK BOARD OF FIRE UNDERWRITERS C M W 0 � m o � C In Z 7 C Y � J m ce O cm w Lu Q I I u y Zd a A m YO W o E ' CC as g a a a Lu C 00 s tiJa ro 5 y o,Cs o ca Lu u cm J C Ol LU U L Lu Y_ \ O 00 C' C y C ro p N Y O m T ? yq U O 6 2 C E m a Z Q NEW YORK BOARD OF FIRE UNDERWRITERS i 40 Folton Street New York, NY 10038 (212) 227-3700 www.nybfu.org APPLICANT: Please take care to fill out ALL of the red highlighted boxes. This will insure a prompt and efficient response. Thank you. OFFICE USE ONLY OCC LAST NAME ( OWNER LAST NAME INSPECTION OCC FIRST NAME OWNER FIRST NAME STREET 6 STREETI STREET 2 STREET 2 CITY' CITY COUNTY STATE ZIP CODE STATE ZIP CODE CONTACT PHONE HOME PHOPW— UTILITY COMPANY WORK PH,T, / /b —/t/ ESO/JOB NUMBER POLE NO/UNIT BUILDING PERMIT / NUMBER /„ y SECTION BLOCK T Ple Identify below all pertinent information regarding your I pection application. Commercial El Residential lew Structure ❑ Renovation/Addition ❑ Defects Corrected ❑ Pool/Spa ❑ Alarm System Ekto-w Voltage/Communications ❑ Electrical Service ❑ New ❑ Reconnect/Repair ❑ Service Amperage[ ] ❑ 1 Phase ❑3 ase 4 Overhead ❑ Underground Other LbJ�f Date Rough Inspection Requested[ 3 L ] Date Final Inspection Requested[ IfAAKIlt ' This Application encompasses❑the NTIRE, 'or'Y� portion of the premises electrical system. Open Wall/Trench inspections,are MANDATORY prior to finish surfaces or final grade being installed or established. Applicant affirms that there is not an application for electrical inspection pending with a qualified 11 MOST ENTER APPLICANT'S electrical inspection authority,for the installation listed herein. ,fIJENTIFICATION NUMBER This application is valid for a period not exceeding one year from the date received by the Board. AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACES MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF APPLICANT _ DATE OF AP9PLICATION NATU E,OFyPPLICANT -S - f/ 'qi�", / �& Jam/ STRE T A DRESS TELEPWON CITY OR POST OFFICE ZIP CODE LICENSE NO.,WHEN APPLICABLE J 8 � Z � �cm LLI v DO a c JV( oc Z z a W L*g = as Li. cc O LU L' c ¢as? \ -u O Cm COD V --2� cu c c = e�i W L w s pw 3 ao v c O c c 1 -2 cc O •� yq N ° o , 4; Q? °�' c U a Z � Q > � NEW YORK ELECTRICAL INSPECTION SERVICES DO NOfWRITE HERE - FOR OFFICE USE ONLY 100 MAIN STREET• DOBBS FERRY, NY 10522 s PH: 914-693-7408 FX: 914-693-7407 BUILDING PERMIT NO. TEMP. # DATE ,3a � CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD n O ' POLE NUMBER BETWE EWHAT;qW O CROSS STREETS IS PR ISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY Ito � _oo it Ti�At-F'�� Si �.. OWNER'S NAME AND A15 2" �,t� S T- n � g oC/�` f4 t/ HOME TELEPHONE NUMBER CURRENT SUPPLIED BY ,, FROM THEIR / OFFICE 4ORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLOURE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1"FL. 2"°FL. 3"°FL. REMARKS: LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED. IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.NYEIS,INC IS NOT LISTING,LABEL- ING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT,MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES. THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW EVZDITIONAL ❑ EXPOSED D-'_ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING �fj OVERHEAD [5--'UNDERGROUND ❑ `f O Q AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACES MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. PRINT NAME &ADDRESS NAME OF APPLICANT DATE OF APPLICATION �SIGN;AaTUREAPP x STREET ADDRESS TELEPHONE NO. CA*W�qFIGE � ZIP jyQ T ENSE NO. WHEN APPLICABLE r BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK ELECTRICAL INSPECTION SERVICES 54 North Central Ave, Elmsford, NY 10523 CERTIFIES THAT Upon the application of: Upon premises owned by: All Phase Electrical Contracting Inc. - Village of Rye Brook - 159 Franklin St. 940 King Street Stamford, NY 06901 Rye Brook, NY 10573 Located at: 940 King Street, Rye Brook, NY 10573 Application Number: 10002263 Certificate Number: 10002263 Section: Block: Lot: BDC: Building Permit Number: Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 940 King Street, Rye Brook, NY 10573 Basement, First Floor, Second Floor, Garage, Attic, Outside was inspected in accordance with the NYS and NFPA 70-99 and the detail of the installation, as set forth below, was founded to be in compliance therewith on the 15 Day of September 2004. Name QuantitN Rating Circuit Type Receptacle 144 Convenience Receptacle 22 GFCI Clothes Dryer(hardwired) 1 Switch 26 A/C Switches 28 3 Way Swithces 9 4 Way Smoke Detector 24 Heat Detector 36 Pull Stations 6 Fire Alarm Horn&Strobe 23 Strobe only 4 Generator 1 26 KW and Larger Transfer switch 1 600 AMP Panel 2 600 AMP Panel 4 100 AMP Three Phase Panel 2 150 AMP Three Phase Panel 1 200 AMP Three Phase Air Conditioner 4 15,000 BTU &up Air Handler 4 Furnace 1 Gas or Oil Monday,October 25,2004 Page I of 2 Motor up tp l hp 1 Motor lhp-50hp 1 Exhaust Fan 3 Bath Elevator 1 `/qa&S1 Officer: Terence McPartland This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Monday,October 25,2004 Page 2 of 2 r muri •N T MI_Ml I WJ F-UUUJ LMV -H' NU. ; 5ep. 14 _ �n - � BY THIS r,EPTIFICATE OF COMPLIANCE THE NEW YORK ELECTRICAL INSPECTION SERVICES 100 MAID STREET, DOBBS FERRY 10522 ERTIFIES THAT f I on thrrt'�'Oil' oT J on pre m' own by I Located at. 9.39 � (C t Application Number: Certificate Number: Section: Block: Lot: Building Permit: BDC. Descr'bed as a __ _ occupancy, wherein the premises electrical system consisting of electrical devices and writing,—desc beelow, located in/on the remises at: �'; A was inspected in accordance with the National Electrlcal Code and the d tail of the instal!ati n, as set forth below, was founded to be in compliance therewith on the - Day of 9_0 II �L QTY. Kate , :ircuit T� Nliscellancous FINAI.1=✓D Panels Wiring acid Devic os, f�l �� Outlet fixture p10 fie Receptacle 4�11.0 !T Switch Receptacle / XCI Service i 1 Phase Service Disconnect: Meters: pCC� LOdC This certificate �i a of l� r d 41 waY alidnlerl only by the prescrxc of a raisarl"ptfie'.locztiur indicated. VILLAGE ADMINISTRATOR �o M C C 31, Q co z d 3 Y (v _� -19 Z -k c°' — O E o s N u co oc 3 v a ° V 0. M cn O d - z >: o In WY � Z u V) -ocu o uZ.iY J ° � '° co CD u $ WW a m M t 0 E W W O ro 0 p � c aci No CIO d p cm _ v o = Z W Z W — c c W _ a N ra p � p Wt JC:, 0 m g J = C Y C N O ~ •� Q d > > °° c, F. u a _ p �. Z o ° � ��' �, Z Y U d aU m M d L c ° Q c v b CO — Yvv c O O � Y O O O` c c m m 00 O 5 > L W V O • $ V toV1 O OD CJ O D E o Q E. ' t o L o E > pEC E I JUL I ? VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK BUILDING DEFT; APPLICATION FOR PLUMBING,RVAC,DOMESTIC WATER,FIRE PREV.. WATER (STANDPIPES-SPRINKLERS) STORM WATER,GAS,SANITARY SEWER, LAWN SPRINKLERS PI RMIT#! DATE 7/17/03 To The Village Board: The undersigned in accordance with the current Plumbing Rules and Plumbing Code,of the Village of Rye Brook, herewith files notice of plumbing work,etc.,to be dome at OWNER'S NAME:VILLAGE OF RYE BROOK SECTION I�BI,oCK (C LOT�� f 1 ADDRESS:,gM KING STREET, RYE BROOK, NY BUILDING PER`V,(iT#! C)&2 q 2 10373 THE FOLLOWING IS A LIST OF WOK TO RE DONE W.C. Sinks Bath Showers Drinking Laundry Urinskis Water Sewer Gas Other Tubs Fountain Tuba Linea Lines Labe Baseeaeut lit Floor 3 7 1 2nd Floor 2 4 2 1 3rd Floor 4th Floor Attic Yacd Water Supply: Private Sewer: Nfunicipal(h Septic( ) Heating, Ventilation & Air Conditioning N/A Sprinkler System, Lawn Area N/A Water Lines Fire Prevention N/A 1, STEPHEN ALONGE , Hereby agree to conform strictly to all regulations for plumbing,etc_ adapted by the Village. Board, Village of Rye Brook,and to give notice when work is ready for inspection. Fee Paid S MmiterflumberSTEPHEN ALONGE License# 389 (SEE ATT) Bus. Name: S& L PLUMBING AND HEATING CORPORATION Roughing Date: Address: 571 NORTH MAIN STREET, 3RF_WSTE$. NY 10509 Final Date: Phone: 845/278-29g8 -FAX 845/278-5208 VILLAGE OF RYE BROOK D 6 r ltY BUILDING DEPARTMENT 938 KING STREET' RYE BROOK, NY 10573 AN 21 4 o�` 914-939-0668 (FAX) 914-939-5801 �. 19b2 '�� APPLI EPT OE PUB1�OR CATION TO INSTALL AND / OR REM is WO FUEL BURNER OR WATER HEATER PERMIT# 03 3 I BUELDING INSPECTOR: �z FEE PAID: G DATE OF APPROVAL: REQUIREMENTS FOR PERMIT: 1. Completed application 2. Copy of contractor Insurance 3. Fees: $100 4. Inspection of Building Inspector for removal and/ or installation 5. Certificate of Completion will be provided when all requirements are fulfilled 6. Any gas conversion or plumbing work requires a Plumbing Permit AN APPLICATION IS HEREBY MADE to the Building Inspector of the Village of Rye Brook for the approval of the detailed statement herewith submitted for the removal and/or installation of the Fuel burning equipment and or water heater herein described,and for a permit to installation and/or removal of such Fuel burning equipment and/or water heater as provided for in the Village of Rye Brook ordinances. It is agreed that if such permission be granted that said equipment will be removed&or installed in conformity with this application and the plan and specifications thereof,as approved,and that all State Laws,by-laws and ordinances of the Village and rules,regulations and orders of any board,body or department as far as the same may be pertinent, including the National Board of Fire Underwriters,will be complied with. 1. Owner's name: Village of Rye Brook Phone: ( 914 ) 939-0668 014 D 2. Owner's address: King Street, Rye Brook, NY 10573 3. Contractor's name: S&O Construction Services Phone: ( 845 ) 635-2916 4. Contractor's address: 11 Charles Street, Pleasant Vly, NY 12569 5. Location of job: King Street Section: 1 Block: Lot: 6. Scope of work(circle items): ER / Remove Fuel Burne / Water Heater 7. Location where remova installatio is to be made: 940 King Street, Rye Brook 8. Brand name of Burner/Water Heater: H.B• m' th L019A-W-4 Boiler with ar n 01 CRD Burner i i Signature of Applicant: C Date: 8/2 0/0 3 Jeffrey Se f r resident � ;=� a �.�_ / t ,` � � i ��' �yE BRCv,� h VILLAGE OF RYE BROOK (J BUILDING DEPARTMENT 938 KING STREET, RYE BROOK, NY 10573 19t}2 914-939-0668 (FAX)914-939-5801 APPLICATION TO REMOVE AND/OR INSTA OF OF lil FUEL TANK UP TO 1100 GALLONS* (*Storage tanks in excess of 1100 gallons require registration with Westchester Coun ' Board of Health) PERMIT# BUILDING INSPECTOR: FEE PAID: DATE OF APPROVAL: A��r MM REQUIREMENTS FOR PERMIT: 1. Completed Application 2. Copy of contractor's Insurance 3. Fee: Removal: $100 nstallation: $10 4. U.F.P.O.# 5. Inspection of Building Inspector for both removal & installation (call 939-0668) 6. Manifests & reports (after work has been completed) - 7. Certificate of Completion will be provided when all requirements are fulfilled AN APPLICATION IS HEREBY MADE to the Building Inspector of the Village of Rye Brook for the approval of the detailed statement herewith submitted for the removal and/or installation of the Fuel Tank herein described, and for a permit to remove and/or install such Fuel Tank as provided for in the Village of Rye Brook ordinances. It is agreed that if such permission be granted that said equipment will be removed and/or installed in conformity with this application and the plan and specifications thereof,as approved,and that all State Laws,by-laws and ordinances of the Village and rules,regulations and orders of any board,body or department as far as the same may be pertinent,including the National Board of Fire Underwriters,will be complied with. 1. Owner's name: Village of Rye Brook Phone: ( 914 ) 939-0668 CILto 2. Owner's address:_ 9King Street, Rye Brook, NY 10573 3. Contractor's name:S&O Construction ,Services Phone: ( 845 ) 635-2916 4. Contractor's address: 11 Charles Street, Pleasant Valley, NY 5. Locationofjob 940 King Street Section: 1 Block: Lot: 6. Location of old tank: N/A 7. Location of new tank: East of New Firehouse Building 8. Distance of Tank from foundation wall: 6 feet 9. Distance of Tank from adjoining property: 60 feet 10. Type of fuel tank: oil: X propane: # of to 1 11. Capacity of each Tank: 1000 g gnof e neachTank: Fiberglass doublewall Signature of Applicant: z Date: 8/2 0/0 3 Je n t, President Oct-18-2004 16:13 From-CALwI CONSTRUCTION 974 $66 9403 T-047 P.002/002 F-495 Elevator Consultants, Inc. Mainienanece Bv41f412dORS-QEI Cenifed Safety Tests•Modernization specifications i�LITO October 6,2004 Mr. Richard Kearney ThyssenKrupp Elevator Company 500 Executive Boulevard Eirnsf'ord, N.Y. 10523 Re: Re-test on one (1) elevator at Rye.Brook Fire House Rye Brook,N.Y. 10573. On October 5,2004, at your request, we witnessed a re-test of the new elevator at the above referenced building. 1.1r. Steve:Meyer a technician For Thyssen:Krupp Elevator Company supervised the test. The test was performed betweea the hours of 1'00 PM and 3:00 PM in compliance with American Society of-Mechanical Engineers ASMiE A17.1-2000, Safety Code for Elevators and Escalators, ar. American National Standard. The test was suCcessfW with the following deficiencies noted; None. Please call if you have any questions. Yours truly: � r� Martin McCarthy Elevator Inspector ASME, QEl-I-349 ' 0 CT - 7 K04 s __j TWS sEN JOUPP L EVATOR 556 Pe,hant Road New Rochej!f, g'.y, 10805-1604 Fiaorse!Fax(974)633•3550 ��- NIN �•�'' - ' � �` ,roe 2/l/05 9:28:18 AM 940 King Street. Firehouse Icing condition, King St. door, Due to no gutters/leaders i` I%0 i� 2/1/05 9:28:18 AM 940 King Street. Firehouse ' Front trench drain sinking s/ 4 r � i 2/l/05 9:28:18 AM 940 King Street. Firehouse Oil Separator Discharge r y\ 5 2/1/05 9:28:18 AM 940 King Street. Firehouse Oil Separator Discharge R Of, �! - .iY' ': 14r it E 2/1/05 9:28:18 AM r � y 940 King Street. Firehouse Front trench drain sinking ol ON Y � s 2/1/05 9:28:18 AM - 940 King Street. Firehouse f � l k I .jr 'C 2/1/05 9:28:18 AM 940 King Street. FirehouseRear/side door slab heaving s - `ji ��. 2/1/05 9:28:18 AM r 940 King Street. Firehouse r Oil Separator Discharge t S �� S• f, l!F 1/28/05 12.49.49 PM 940 King Street ADA Ramp 1 1/28/05 12:49-49 PM 940 King Street ADA Ramp �.�'F--- .�, F' 1/28/05 12.49.49 PM 940 King Street ADA Ramp �NEW YORK STATE DEPARTMENT OFHEA D E `� E IJ E Report on Test and Maintenance Bureau of Public Water Supply Protection Flanigan Square,647 River Street,Room 4 Troy,New York 12180-22 16 of Backflow Prevention Device Plea useL form for each d '!Co. For the year zoD _ VI LAGE OF RYE BROOK Initial test- Complete entire form Annual test-Complete Part A only DEPT. OF PUBLIC WORK' Public Water Supply 7A— t No. County Block Lot of Device Faclllty Name_/j/�� Ln �/pNt �/T Address 3tree K,NAi / -�q/ — --t- - r14Tf ��CG —rr---------- (7 Zip /vey t Device Manufacturer Type =RPZ Model Size(in inches) Serial Number Information W A4.< CV e7 B`7 t � (f 4� Check Valve No.1 Check Valve Na 2 DI}ferekRlal Presaure Relief Line Pressure psi Valve Test Leaked Leaked 0 Opened at--_psid Date re befo Closed tight � Closed tight [in ( i © IW repair _ A Pie ure drop across first check valve N M D Y /' psid Descraw Repaired by mpalrs and Name materials used Lic#--- _—_ vt16"v e rt1©Alf Date repaired: m M D Y Flnalt Da eeat Closed tight D Closed tight ❑ Opened at—_psid m m Pressure drop across first M D Y check valve psid Water Meter Number / Meter Reading Type of Service:( k one) 5/$ Z9ro 6�dS�So �'O • Domestic 201 Fire • Other---- Remarks(Describe deficiencies:bypasses,outlets before the device,connections between the device and point of entry,missing or inadequate airgaps,etc.) r11 t9N E Certification:This device ®meets, • does NOT meet,the requirements of a accept ble n It device at the time of testing 2reb ce the foregoi data to be correct. i RPM; C �N�i Q}A _ ___ Print Name `� — Certified Tester No. ign rtu Expiration Date Property owners(or owner's agent)certification that test was performed: A%G�i�G Lddu' -- lZ�Gyp� jrw4"MI /e Ai4 — Print Name Title Signature Telephone Certification that installation is in accordance with the approved plans. (To be completed by the design engineer or architect or water supplier.) I hereby certify that this Installation is in accordance with the approved plans. Name Title Date NYS DOH Log# License Number Phone( } m d y ----- -- Representing Describe minor installation changes Address City State Zip Signature_ send one completed copy tote ignaled aith department representative and one copy to the water supp ier wit m 30 days oft the testing device. Notify owner and water supplier immediately rf dewce fails test and repairs cannot immediately be made. DOH-1013(9/91) ` NEW YORK STATE DEPARTMENT OF HEALTH Bureau of Public Water Supply Protection Report on Test and Maintenance Flanigan Square,647 River Street.Room 400 Troy.Now Yet*121M2216 of Backflow Prevention Device Please use a separate form for each device. For the year Z�D�--- E�3 Initial test- Complete entire form 0 Annual test-Complete Part A only R1.b1,rW..rupply Account No. County Block Lot A t)AR'ON WA-IPER CoAt AA-0 I ,Q F OZ a L°Cof Device Facility Name JAL O/' ��/✓Co&k— 4eV'7� Address I�/N rsc � --------- —————— -------- Street City Zip/1-0�0 Device Manufacturer Type [:::IRPZ Model Size(in inches) Serial Numb Information (N�140 [ACV 761 Pc D>4 4 13 8 0;3 Check Valve No.1 Check Valve No.2 DWeriandal Pressuro Relief Line Pressure —psi Valve Test Leaked Leaked 0 Opened at---paid Date before Closed tight EO Closed tight t�'I ZPIT repair �4' Pr ure drop across first check valve M D Y sid Describe Repaired by repairs and Name— --_ materials used Lic#-- Date repaired: m M D Y Date FNralfsaR Closed tight Closed tight ❑ Opened at--psid m Pressure drop across first M D Y check valve psi Water Meter Number pp Meter Reading Type of Service:(check one) /Vl/4 • Domestic Fire • Other Remarks(Describe deficiencies:bypasses, /outlets before the device,connections between the device and point of entry,missing or inadequate airgaps,etc.) FILA Certification:This device I ^* meets, • does NOT meet,the requirements o:aan;accep ble co nt evicept the time of testing the fore]d data to be correct. Z� 37-7 — ��{ 1�±/ qPrint Name � Certified Tesler No. ature Expiration Date Property�oowynners(or owners agent)certification that test was performed: Print Neme re Title Signatu Telephone Certification that installation is in accordance with the approved plans. (To be completed by the design engineer or architect or water supplier.) I hereby certify that this installation is in accordance with the approved plans. Name Title Date NYS DOH Log# License Number Phone( ) m d y ---- - Representing Describe minor installation changes Address City State Zip Signature--- OTE:Send one complet copy to rgnated eaflh departrtlent representative and one copy to the water supplier within 0 days o the testing device. Notify owner end water supplier immediatelyrf device tails test and repairs cannot immediately be made. DOH-1013(9/91) •NEW YORK STATE DEPARTMENT OF HEALTH Bureau of Public Water Supply Protection Report on Test and Maintenance Flanigan Square,547 River Street,Room 400 Troy,New York121M2216 of Backflow Prevention Device Please use a separate form for each device. For the year z0D.L_-- i= Initial test- Complete entire form EA Annual test-Complete Port A only Public Water Supply Account No. County Block Lot A LlAACoN LJA-£R Co.k AW1 cJ�sFi�sF FactlityName L JI�� // i+� 0f�5£ — ,�o Device Address— ------------------------- Street =—I City --- Zip/0 73 Device Manufacturer Type MPZ Model Size(in inches) Ser'al Nu/mbe Information iw,4�5 �Cv IF P M/� '� �(9B t'o Z'�r Check Valve No.1 Check Valve No.2 Differential Pressure Relief Line Pressure psi Valve Test Leaked Leaked before Closed tight � Closed tight 129 Opened at psid Da/ Z ( V He repair P repa ure drop across first check valve M D Y psid Deecetbe Repaired by -rrpkirsand Name— materials used '. A Llc#-- Date repaired: m M D Y Final test Closed tight Closed tight Opened at psld Daft = = Pressure drop across first M D Y check valve psi Water Meter Number Meter Reading LD Service:(check one) z-j� v 7�O estic • Fire Other Remarks(Describe deficiencies:bypasses,outlets before She device,connections between the device and point of entry,missing or inadequate airgaps,etc.) 64t,old AAGV Zf f Certification:This device LPJ meets, • does NOT meet,the requirements of an accept le i me device at the time of testing the I hereb ce foregot deist be correct. �Qei�t�� iV� 77 /moo Print Name Certified Tester No. ' net re Expiration Date Property owners(or owners agent)certification that test was performed: .Gff�G _�vu•�j�----- sZ•e°. Print Name Title Signature Telephone Certiflcation that installation is in accordance with the approved plans. (To be completed by the design engineer or architect or water supplier.) I hereby certify that this Installation is in accordance with the approved plans. Name Title Date NYS DOH Log# License Number Phone( ) In d y ----- -- Representing Describe minor installation changes Address City State Zip Signature,—_--___ OSend one completed copy tote signaled health department representative and one copy to the water supplier within 30 days of the testing device. Notify owner and water supplier immediately 0 device tails test and repairs cannot immediately be made. DOH-1013(9/91) ............................................................................... RECOPY I-: T F'-" 'F E*.-,k--..-,'-I-'I N F-3Y l-) G C 0 o.�, Cl) rn F N "'!!,I ty I"!!.I?ly 1--1:-C--r r.(.3 p! I LJ C l<' E-.il Y ............. 1\1 y E V.AY - 4 2004 VILLAGE OF RYE BROOK BUILDING DEPT. " w ^ PAGE 001 H.'DRwEC , INC. W!NDHCM N.H. 03087 /,OT-434-0502 ,==`=—~=,'==..===~ '=^~===,, =~= . -.============================ HYDRAL|LIC DESICN INFCRMoTION SHEET KTNG STREET,RYE BROOK,N.Y. SYSTEM NO. — 1 D & S FIRE PROTECTION CORP. CONTRACT NO. — 3131-2ND DRAWING NO . — 1 ON: ' 0 COMBUSTIBLE ( ) NON—COMBUSTIBLE CEILING HEIGHT VARIES 3 | ( X , i,FPA 1J ( )LT. HAZ . ORD.HAZ .GP. ( X ) 1 ( )2 ( )3 ( )EX .HAZ . Y | ( � �~ `', � 3 . ( )NFPA 23iC F{9URE CURV� S T | ( )K' ZC}FIP KC! ING MADE BY DATE SP :� , OPERATION 1500 SYSTEM TYPE SPRINKLER/NOZZLE . 15 | ( X ) WET MAKE RELIABLE D | nl&A PER SPRINKLER! VARIES | ( ) DRY MODEL G E | ELEVATION AT HIGHEST OUTLET 30.33 | ( ) DELUGE SIZE 1/2 S | HOSE ALLOWANCE GPM—INSIDE 0 | ( > PREACTION K—FACTOR 5.6 I � RACK SPRINKLER ALLOWANCE 0 | ( > TEMP.RAT. 165 S | HOSE ALLOWANCE GPM—OUTSIDE 250 | N � | NOTE ============================================================================= CALCULATION | GPM REQUIRED 602.20 PSI REQUIRED 56.958 AT SUPPLY SUMMARY | C—FACTOR USED: OVERHEAD 120 UNDERGROUND 140 ============================================================================= W | WATER FLOW TEST.: | PUMP DATA: | TANK OR RESERVOIR: A DATE OF TEST 5—L7-96 | | CAP. T | TIME OF TEST 12:30A.M. | RATED CAP. 0 | ELEV. E / SIATlC (PSI ) 70 | @ PSI 0 | R | RESIDUAL (PSI ) 55 | ELEV. 0 | WELL | FLOW (GPM) 920.0 PROOF FLOW GPM ' . P | LOCATlON HYDRANT #126 ON K|NG STREET � . L | �OURCE OF INFORMATION AQUARION WATER COMPANY Y | C | COMMODITY CLASS LOCATION O S7ORA3E HT. AREA AISLE W. M | STORAGE METm� n SOLID PIL[D % PALLETIZED % RACK % M | =�== `=='= -�- �` = `�— == ` �============================================= 23N;EA. PALLET ( ) AUTO. STORAGE ( ) ENCAP. S | R SLAVE PALLET ( ) SOLID SHELF ( ) NON OPEN SHELF R | K ji CLEARHNCE:STORAGE TO CEILING �!iANSVERSE E � � 1- IZONTAL 3ARRIER3 PROVIDED: (FOOT) FLJW(GFM) PRESSURE (PSI ) ...._.................._________ _____________....._......... ..........................._... ........................_...................... .................. ............. ______ __________ . . . . . . . . . . . . . . ISd 96^99 � ` 0n^ZC9 � ' ^ MAW 41eWS ! W68 Z0M8 ----->*<------------->»�� | � puTmeO le aIqrTTexU moIJ ^ x | ` ^ | (-------ISd 26T ^9 | ' ^ | u150eW AjaleS � ' . . . ' . | ^ * | . x . . . . . . . . . . . . . . . . | IS6 TGT ^29 ^ | | Wi8 03^Z09 ^ | �-______-_______-__---------- ------- �e elqelTexV ssOJd ^ | � IS6 000^GG =^ssej6 ^ PTsa8 | ISd 000^0t =~ssej6 z14elS | � ----............. .....-------------....................' ... .... a^ .1nJ ATddnS wqrm'ONI 'ODIMUN-� ^3DlMON-� 3O0 33v6 qJ AaleM DTjeuaB Z q3 JaleM nTjauaS M ea1 njq4 moIJ .06 l 4J BuTmS nTieueS S [eA IoiluoJ moIA zTjeueS O woqI3 uj"l mnTpeW .06 W joqza4aO �Twue3 � exIeA a�� zT�au�� S `3 exleA e1!,! aS Cl. 3 J axIrA �I��nl � r� ' T ' ^»a8 8 e� o' /^�n "T !nuaS � ============= =� , ,='=_=================== 3WA4 "WARM) WWI BWVN BNIUIA 2 3SW6 28V0TT 9lVO T- TM20V -ON GOP 39mV3 BSOOH 38IJ A03U8 3A8 -8OV "ON! 331VUOMH � * , w � ` HYDRATEC, INC. 3O8- RYE BROOK FIRE HOUSE GARAGE JOB NO- A03131 -1 DATE 110483 PAGE 4 NODE ELEVATION SPRINKLER PRESSURE FLOW NOTES NO. (FT. ) K-FACTOR (PSI ) (U.S.GPM) _....._....._________......................................._.................. .....__ ........_....._............................._....._........................ ________ _ ........ ................_........ _ ___ 1 30 ' 33 5. 60 13.4 20. 5 5.60 10.9 21 .6 3 Z3 .�3 5.60 16. 5 22.7 4 �C . 33 5.60 12. 1 23.8 5 5 |2.O 19. 4 6 30.33 5. 20. 5 7 30.33 5. 6o 14.8 21 . 5 8 30.33 3 . 60 17.9 23.7 7 30.3 .: 5.60 23.0 26.8 30.W; 5.60 14.0 20.9 5.60 15.6 22. 1 5 .60 17.2 23.2 20. 8 25. 5 30. 33 5 ' 60 26.7 2819 i5 29. 5 30.4 3i� 20.0 Vim 23.7 13m 30 27. 5 15M 30.J� 30.3 16M 30.33 32. 1 STR 30.33 43. 5 TOR 30.33 37.6 BASE 30. 33 40.6 TEST 0.00 56 .9 250.0 Max velocity of 19.74 occurs in the pipe FROM 13 TO 1311 ( IS6) 38OSSsw (W6S) MOIA (lOOA) HlS113-1 (H31%,1I ) '--..............------..... ...... ................................................. -................ -...................-.......................................--........................-.....-........... - - -............. ... - - -- ........ - '- 6TG `9 = ::�l 0L^W3 L8^9Z W8 '---'---.........-' -----------..................--------..... ...-... ................. ... ----.....--........ -................... ----------- ' ---- 91 % = IRA 00^0 89^0 WIT 00~0 L8G0^0 L8^9 .', 00^0 00^0 0019 00`0 03T=3 6 9'G = A 30^23 30^23 89 % 00^9 IT 03I^ T ----------------------' ----------------------- ---------------------- ----'-- 96VVT = >1 0L^2 8T ^S8 WC _ ........________.................._ _............. ........_ ................. ............................._..... ............_ ................................._........................... ...________............................ ...... ........__.........__ L3^8T = IaA 00^0 8L^q 89 ^ TT 00^0 W69~0 8[ ^W8 00^0 00^0 00^9 00^0 0CT=3 R 9 ^9 = X 36^lT M^lT 8G ^G 00^7 AT 082^ T Tl ^I� ______________________________________________________________________________ 6T ^2T = IeA 00^0 TT ^2 W' TT 00^0 G2IW0 LWT9 09^0 O0'0 00^ O 00` 0 0�T=3 � 9^G = A T8^VT T8^tT WTT 00^O 082^ T GG ^ T3 908 = IRA 00^0 0WT = TT 00^0 T23T ^0 Z6 ^W;.`. 00^0 00^0 00^0 00^0 03�=� 9 9^G = A TV^2T TW2T L2' TT 00^0 ---`------------------------------------------------ ` ---- ---' --- - -- T3^A = laA 00^0 0v^ T W^ TT 0010 Tt^6T 00^0 00^0 00'0 00^0 9^G ' X T0^CT T0^3T 42 ^ TT 00'0 LtC 1 it 6 ; � .... ........��...............�... � ` 932^G = X 30^03 28~23 W2 M8 = IRA 00^0 TUT MOT 00^0 G08T ^0 28123 00' C 00 '0 0019 j0 O 03T =J � 9^G = A TT ^8T TT ^8T 8G ^G 00^s IT 6W^ T 28^2� ______________________________________________________________________________ 3TGM ~ A 30^03 26^ V9 A2 _......................._...._______..............______________________ _________________ _________ ______ 26^2T = IeA 00^0 00 ^2 80 ^ TT 00^O 3302^0 26^M 00^0 00^0 00^9 00^0 03T=3 2 9^G = A 3G ^9T 3G ^9T 8G ^C 00^9 IT 082' [ __________________________________________________________ ____________________ 90^6 = IRA 00 ^0 9G ^ T ZV~ TT 00^O 992T ^O lT ^Et 00`0 0010 00^0 00^0 03T=3 � 9^9 = A 96^bT 96~tT ZV^ TT 00^0 082^ T 99^ V.** ________________________________________________________________________ _____ T9^l = IRA 00^0 99 ^ T 3v^ TT 00^0 LK21 ^3 TC ^03 00^0 00^0 00^0 00^0 03T=3 T 9^G = A TV^2T TV^2T CV^ TT 00^O W0' T �V101 ^ ul ^«ba A/od 40 1N] U-11 ***** S31ON ******* «6 S .SNIA AID "J" :13U �6 �6 ]D6I6 8NIllIJ ^UIU eO ^O�� 9 39VJ 28VOTT 31WO T- T2T20V -ON 8OU 39w8m sSOOH ]HIM AOU88 3A8 -Q0P ^3NI "3BlVUOMH ° , ( IS6) A8OSS386 (W6S) MOW (lOOJ) HlSN31 (H3NI ) ME13WVIO - CIMl '--------------------------------------------'--------------------'------------ tG ^2T = IRA 00^0 M^ T 89 ^9T 00^o MOM 03^3q,,'.:: 00^0 00^0 TW6 00^0 03T=3 KIM' 92^02 92^02 KTV W6 RE 09Z^2 Tt^02 '-.........----- ---.....-........................................ ................. -..............................-.........-......................... .........- ............ --------------------------- 26^8T = IRA 00^0 38^3 93^ TT 00^0 9093^0 6L ^ T32 00^0 00' 0 00^0 00^0 03T=3 W�T =11 MW qz^ TT 00^0 029^C 86^03'.� -------------------------------- `------- `-------------- ----- ` ---------- ------ 03'6T = IeA 00^0 M2 G3^ TT 00^0 MW^0 T8^0O3 00^0 00^0 00^0 00^0 03T=3 143, 0L^23 01^M G3^ TT 00^0 L90^3 G0' 3TT __...................... ..................._....._............................... ......_................... ________________ V0~6T = IRA 00^0 89^2 2S^9 00 ^0 1829 `o M8G 00^0 00^0 00^0 00^0 03T=J W2 30^03 30^03 28'9 00^0 002^ T 91 ^OS _.............._....._......................................____ _.........____ _............ _____ ........ ....._................................._...._ ........... __ 6TG ~G = X 92^02 Th^02 WKT ��....�� ...........��..........................� ........ .................�.........�........... ........ ...... �� 3G ^9 = IRA 00^0 9810 89 ^ TT 00^0 3tL0^0 00^0 00^0 00^9 00^0 03 ST 9^G = A 09 ^63 0S ^63 8G ^G 00^9 IT 082^ T Th^02 __........._________ _.......... ...___....._.............. ___ ______.............._............. ................. ______________........ _____ _____ ___ _ ........ ............____............... ............ ........____________........ ................ ....__.....______ .......__ T3^9 = IeA 00 ^0 6l~0 89 ^ TT 00^0 3890^0 L6 `8*,.."*,* 00^0 00^0 00`9 00^0 0ZT=3 of 9`0 = X M93 W^9C 09 ^s 00^9 IT 082^ T L6 'G*,.-.'',' _............ _____________________________ _ _............ G29 ^LT = "I VS 10^16 W2T ...................... ___ ............_ ..............._____ ............ ....................................... ......................______................... ................... .............. __......................... W^6T = IRA 00^0 l9^9 3s ^ TT 00^0 6GAG ^0 3O^Z6 00^0 00^0 00^9 00'0 03T=3 2T 9 `9 = A l8^03 W03 MG 00^9 IT 082^ T BMW ______________________________________________________________________________ G3^VT = IaA 00^0 6G ^2 MTT 00^0 LST2^0 VV '99 00^0 00^0 00^0 00^0 03T=J 3T 9^G = A 83^ZT 83VT L2' TT 00^0 082' T 83^23 ------------------------------------------------------------------------------ 93^6 = IRA 00^0 T9^ T Ly^ TT 0010 9TtT ^0 9T ^2h 00^ 0 00^0 00^0 00^0 03T=3 TT 9^G = A l9^GT 19^Gr L2^ TT 00 ^0 082^ T LT 'Z3 ______________________________________________________________________ _______ 61^L = IRA 00^0 Z91T L2^ TT 00^0 t3VT '0 66 ^03 00^0 00^0 00^o 0010 0ZT=3 0T 9 ^9 = A q0^VT G0'VT L2^ TT 00^0 640^ T 66 ^03 u6 J.6 itliOl - ul ^^b3 A/iJ 40 1NI0,:::; ***** SMON ******* ^6 a6 S .SNIJ �6Ic! 8NIllIA ^UIO eO ^OAH 9 JSV6 28t0TT MUG T- T2T20V -ON 8OV 38vUvB 3SOOH 34IA XOOE8 AM -GOP ^3NI WlmOmH , __________-------------------------------------------------------_____________ 26064 = ::4 96^9 0z^30w 13]l 00~003 = eO ------------------------------------------ ------------ - ------ ----- --------' b0~3 = laA 00^0 V3^0 00^002 00^0 8000^ 0 03 ^3Q::: 00^0 M2T 00^0 00^0 0tT=3 U�S W2V 80 ^M 00^002 00`0 062^8 004) ............._... __........................... ................................ _______............................ ............ ............. _____________... ................................_ 26~L = IRA 00^0 96^Z M82T 00^0 2Tz0^0 03^ZW2 00^O 00^0 =82 20^02 W 0VT=3 RSV8 M0t Mot 00^00T 09 ^2 ST 093^t 0090 _..................________ ........... ___ ..._........................______ ...... .............__....... ... ___ ____ _______ 88^92 X3 26^L = laA 00^0 96^3 Tg ^20T 06^L 92 q830^0 03'zW::: 03^0 00^0 TV26 W^93 3Z 03T=3 UO1 7Y `W 99^M 00'O[ 62 'M VT 016^t VO`0 _........._.........._..........................._....._........ __... ....._... ___..........____ ............_........._........ ...._......................... ...... ___..... ... _______________ _ 26^L = IaA 00^0 99 ^G 92^G6T 00^0 VSZ0^0 0VZQ� 00~ 0 00^0 92^90T 89^3G 13 03T=3 NUT 0T ^32 0T ~32 30^06 89^ZG BV 093^D 004). ============================================================================== u6 �6 ' ul ^^b3 Mid 40 MI06 SAWN ******* »6 a6 S .SNlA AG "J" lc.i 6 I 8NI11IA "via rO ^1AH L 3SU6 28V0TT 31t/O T- T2T2M -ON 8OO 39vUvS ]SOOH mIj XOOU8 wU -8Or ^3NI 43]lVMAH , , ............................................................................. 1-1,J. it vl: -,% <ZI rn .......... . W 4 h' isI'l?i, ."'Pi., P Py"N.1 Ph,P� 1 11 hi ll A-1 M Il b1 t.,•i 1.1 pyipy f I I• -l. pit. qqt q P,P, ......f PH i I I I•y 1 Py 1111 H jC3 I:::...... I y Y.", li: 1. �:.' I..!C. 1...... .1 1 11 f., 11 -, by If M bjjleQl,?yU?I ffly"14 I 1 1 J;i!'I li 11;1, .1 j I'! Y I Y 14 1.i PI P. A,MP c, A; . . .. . .... pC C MAY 4 2004 VILLAGE OF RYE BROOK BUILDING DEPL ° PAGE 001 HYDRATEC, INC. WINDHAM N.H. 03�87 603-431-0502 HYDRAULIC DESIGN INFORMAY]ON SHEET NbME - R�E BROOK FIRE HCUS[-2ND.FL. DATE - 220503 LOCATIUM - KING STREET,RYE BROOK N Y. ' , . . 8UInDING - SYSTEM NO. - 1 CONTRACTOR - D & S FIRE PROTEC7ION CORP. CONTRACT NO. 3J31-2ND CALCULATE] BY - CB DRAWING NO. - 1 WONSTRUCT!GN: ( X ) COMBUSTIBLE ( ) NON-COMBUSTIBLE CEILING HEIGHT VARIES �(�LbP|'NC� - FIRE�OLSE 13 ( X )Ll . HAZ . ORD.HAZ .GP. ( ) 1 ( )2 ( )2 ( )EX .HAZ . Y | ( .0PA 231 ( WPA 2310 FIGURE CURVE � | ( M^ECAFiP RJL1NG MADE BY DATE L '=.`===�=====`=''==`======='`======�========================='===`======= 11 =EA OF SPRINK''ER OPERATION 1500 | SYSTEM TYPE SPRINKLER/NOZZLE | JEAEI� Y-UPM/F�^2 . 1 | ( X ) WET MAKE RELIABLE 3 | &.211 P'.'R SPRI10. . . VARI[3 | ( > DRY MODEL G4FR E | ELEVnTlO ! PT in!�nwT 010LET 39.33 | ( ) DELUGE SIZE 1/� S | /�i'13L: �.� 'n-lNSIDE 0 | ( ) PREACTION K-FACTOR 5.6 I | |<MCK SPR00E1: ALLOWANCE 0 | ( ) TEMP.RAT. 165 8 PIS! :!L�AC|uv: GPM-OUTSIDE 100 | � . 1 GPM REQUiRED 424.20 PSI REQUIRED 61 .848 AT SUPPLY SUMMARY | C-FACTOR USED: OVERHEAD 120 UNDERGROUND 140 �� `��="=�m==--=`� W | WATER PLOW TEST: | PUMP DATA: | TAHI OR RESERVOIR;, 0 | DATE 3F TEST 5-17-96 | | CA[ . � | TIME OF" TEST 12:30A.M. ( RATED CAP. ELEV. n | STnTlC (PSI ) 70 | @ PSI 0 � 8 | RESIDUAL (PSI ) 55 ELEV. 0 | WELL � FLOW (Gi. 920.0 | | PROOF F|'OW GPM � | EL[VAr��N . . U | ==�==`============================== ==================~==� ? | ==SN |1Y130�0T 212L 3N KINC STR=T P � OF INFORMATION AQUnRlON WATER COMPANY Y ' C COMMODITY CLASS LOCATION U STORAGE HT. AREA AISLE W. M | STORAGE METHOD; SOLID PILED % PALLETIZED % RACK % M ' =-=-===================-========-=== ============================ ` ! | ( ) SINGLE ROW ( ) C3NVEN. PALLET ( ) AUTO. STORAGE ( ) ENCAP . S | 3 DOUBLE ROW ( ) SLAVE PALLET ( ) SOLID SHELF ( ) NON T | A | ( > MUL' . ROW ( ) OP[N SHELF � C[^67 TO CEIL7NG ..U`:�A � ZH]TS - D: 04�'' []wH) ! ENC :n (FZT) FLOW(GPM) PRESSURE (PCI ) , PAGE 002 HYDRATEC, INC. ' -- ........ ...-.....-................... - ...................... .........---- Water Sipply Curve --- -------------- ------------- Static Press.- 70.000 PSI | � . | Rcsid . Press.- 55.000 PSI | | . | Resid . Flow = 920.000 GPM | | . Press Available at --- ---------------------------- -- | | . 424 .20 GPM | | . 66.418 PSI | . . . . ^ . . . . v | ' * � . . . ^ . . . . � Scfeiy Marghn ' 4. 569 PSI-------) | . | Available at Demand | ' <------------->*<----- 661 .64 GPM � . � | \ \ \ | Safety Margin . | 237.44 GPM | Total System | Demand � 121 .20 GPM | 61 .84 PET . . . | | ^ | .............._.....................................___________................. ....... _.....________..............._.......................________..........................__ q3 Jolum q3 Jalem aal nJq4 muld .06 q3 BUTMS nTiauas YVA ToAquaD MOIJ DTAnuou MOMB uJnl MT OW .06 OAIWA 00- �-Po . J. Ammim OTAawas UA MMU DTAM"09 III'J'N MOUS 3WVN SNIIII.:::i JSVJ 2SIOTT EIVO T UNOWT2 -UN UOV "7A"GNZ-AsnOH AMIA ADCHO ?Ad 'INI WIMOAF-I W3T 01 WTT WOUS adTd OW UT sAnzzo 92^03 jo QTDoTe^ xeW 0^00T 8^ T9 00^0 lS%.. 8^0t 22^62 �S�S 3^32 22^62 8Ol 6^Z3 22^62 NW".* T ^&2 22^62 8M., T ^32 =62 WV 8^ T2 22^62 VV� T ^63 22`62 W"' 22^61 WM: � ^63 22^62 VK"I' L^03 =62 W �"IF 8^VT 0^l 09^q 22^62 >!TT 6^8T 22^62 W0T 8^VT 0^l 09 22^62 Flo WWI. q 2^62 W8 8^ i, l u9 2n 6L �v 09^q 22^62 8^fT 0V 09^C� 22^62 AT: WTI. 22^62 W� 9^9T 0^6 09 22 ^62 0^63 0^02 TT @ A 22^62 t � 2^M l^93 TT 0 A 22`62 2z 9^M 3^L3 T @ A 22^6!i.:: Mi. 2^23 t^6T TT 0 A 0^33 214T 0T 0 A 22^6I:: 0T 6^ T3 TVT 9 0 A 22^ 62 6 9^03 TWT 9 0 A 22^62 O t^6T t^2T T 0 A 0^8T 9^ TT 9 0 A 22^ 52 9 09T q ^6 v 0 X 22^62 � EMT 8~8 b @ A 22^�2 � 9^O3 T ~9T 2 & A WIT 2^ TT T 0 A 8^9T 0^0T 7 E X 02102 � ....._........................._______ __ _________............ ...._.........._... _ ................. ......... _ ____ _....._ ______ ______ _ ___ __ (W6S^S`O) ( IS6) UOl3Uj-A ( ^lM ^3K S�lON MO�� f A3NI86S NOIiVA313 ]O[N h ]SUd 2M0TT AIM T-ON3-T2T2 -ON 8OV ^lj^CN3-SSOOH A8IA 3OO88 EAU -8J� ^3NI ^331VHCMH , ( ISd) mOSm86 (W68) MOlJ (1OOJ) H1SN31 (H3MI ) 8BIAWWIG ---- ............... ---..... ... -........................................................... -..........................................-..........................................................----......................------------------ h3^9 = IeA 00^0 32^ T 00^VT 00^0 3V60^0 00^0 00^0 00^0 0010 03T=3 T T W A = X t0^0T t0^0T 00'bT 00^0 6V0^ T 08^9''. ........ ............... ��............................. ...... .............................................. . �� _ 863^Q = � 38^ TT --------------------------------------------'----------------- --' -'--- - - ' 0G ^Q = IaA 00^0 38^0 00^ TT 00^0 GW0^0 T8^VT 00^0 00^0 00^6 00^G IT 03T=3 HTT 9^Q = N 00^ L 00^L 00^3 00^ h 33 6V0^ T T8^VT 86Z"G ''I= ''I 384i WIT 0T -----....—........----------------------....-.....--------------....................--.....-..........------------------- 0G ^G = leA 00^0 38^0 00^ TT 30^0 p1 /o ^ 0 00^0 00^0 00 `6 00^G 1T 0�� =3 |0T 9^G = A 00^L 00^L 00^3 00^t T3 410 ` T T8^OT �..........��.........��..... �.....�.....��.....�_ .............�... .....��..........��_........ � ............. .... �� 863^q z8^.Z. T[ ^tT 9 -----------------------' ------- .......................---'..............----.........---------.....---- -- ....... ' ---- 0A ^G = IeA 00^0 38^0 00^ TT 00^0 ovz0^0 T8^t7l., 00^0 00^0 00^6 00^9 IT 0W=3 >!? 9^s = X 00^l 00^L 00^3 00^ k ]3 6t0^ T T8^UT ----------............- ............ ------ -------- -------------------'------------'------ - - ' - 863^G = 38^Z. T8^tT V --------- ............-..........-...... ....-------------......................---- ........... -'----.....'---..............--'.... ...- --' ----- ' 0q ^g = IeA 00^0 38^0 00^ TT 00^0 qvlo^0 fs' LT 00^ 0 00^0 00~6 0019 lT 03T=3 H� 9^Q = A 00^L 00^L 00^3 00^k ]C 6t0^ T T8^W., --------------------------'---------- ---------'---- ------ -- -----' - -... -.......... 863^9 = X Z8^Z. TC' hT 2 -------................- ----------------------------------------- ---'-----........ -- -- -- -' --- =2 TeA 0010 38^0 00^ TT 00^0 GtzC ^w 00^0 00^0 00'6 00^S lT 0ZT=� H2 9^Q = A 00^t 00^L 00^3 00 ^h B3 6V0^ T T8^nT _ _.............________...................................____.............. _ ......._....._........ ............ ............ _______.... ................ ______ _ 202~9 = � t0^0T C8'9T T ..................................... _........___.....__ __ _... ____..........________....... .... _..... ....... ........______ h3^9 = IaA 00^0 h0^ T 00' TT 00^0 Gk60 ^0 0G^9T 00^0 00^0 00^6 00^s IT 0Z r=J K:T 9^G = A 00'6 00^6 00^3 00^ k 33 650^ T 08 ^9T u6 �6 �V101 ^ u� ^»b� i/l6 40 1NI�6 C**** S31ON ******* «6 a6 S .SNlJ jo "J" Wool �6 46 "Id I6 SNIllIs ^UIO nO ^OAH � 3BV6 28V0TT 31VO T-ON3-T2T2 -ON 8OC ^ lJ^ON1-3SDOH 3UIA A0088 PAU -801? ^3NT ^331UOOAH , ^ IL HYDRATEC, INC. jDD- RYE BROOK FIRE HOUSE-2ND.FL. JOB NO- 3131-2ND-1 DATE 110493 PAGE f HYD. Qa DIC . FITTING PIPE Pt Pt REF "C" or FTNG' S Pe Pv ******* NOTES POINT Ot Pf/F Eqv. Ln . TOTAL Pf Pn 17.87 1 .049 1T 5.00 9. 50 11 .36 11 .36 K = K at 1 2 C=120 0.00 5.00 0.00 0 .00 34' �7 3 . 1600 0.00 14' 50 5.22 0.00 Vol = 12.87 ........ ........__.... _....._............. ..._____ ......_....._.......... ................................................................ .........................................................__.............................................................. ______ 16. 58 K = 8. 515 20.61 1 . ;o7 ' T 5.00 5. 50 15. 13 15. 13 K = K at 3 0.0O 5.00 0.00 0.00 20.61 0 ' 1�JO 0.00 10. 50 1 .45 0.00 Vel -- - ---- -------------------- `------------------------` 21%2� 16. 58 K = 5.062 .......... �.....�� ..........�............... ... ................................. ��.......... ................... �� 15.75 1 .040 0.00 8.00 8.84 8.84 K = K at 4 4 C=120 0.00 0.00 0.00 0.00 15.75 0 .0825 0.00 U.00 0.66 0.00 Vol _ ........._ _ _ ...............................___..............._ ..................._.........._........ ............... .................___....._ ......................................_ .................... ________ 16.33 1 . ;47 0.00 6. 75 9. 50 9. 50 K = K at A. 0.0C 0.00 0.00 0.00 32.O8 0.3n2i 0.00 6.75 2. 11 0.00 Vol = 11 .91 ------- ----.........-...................... .....----'- ..................- ........-.....----.....-.... ....-............................------------.............. --... ..........--..... .......- 18.O5 1 .380 0 ' C0 10.00 11 .61 11 .61 K = K at 6 6 C=120 (' . 00 0.00 0.00 0.00 50. 13 3. 1870 0' C0 l0.00 1 .87 0.00 Vel = 10.75 _............._........................._........_...... ..._...................__........................................... ...................... _____ MAY 1 .610 0.00 10. 17 13.48 13.48 K = K at A. 7 C=120 0.00 0.00 0.00 0.00 69.60 0. 1622 0.00 10. 17 1 .65 0.00 Vel = 10. 97 ----------------------------------------- ------------------------------------- 20.61 1 .610 1T 8.00 3. 25 15. 13 15. 13 K = K at 6 8 C=120 0.00 8.00 0.00 0.00 90.21 0.2622 0.00 11 .25 2.95 0.00 Vel = 14.22 ______________________________________________________________________________ 8M 90.21 18.03 K = 21 .213 � �....�� .......................�..... ........ ...... ..........��.....�.....��..........��...................��........ ..........��.........��.... ��_�� 21 .91 1 . 049 1T 5.00 1 .33 17. 11 17. 11 K = K at 6 9 C=120 0.00 5.00 0.00 0.00 21 .91 0. 1532 0.00 6.33 0.97 0.00 Vel .............. ......_.........._......................._................ ..........___..................._...._.........._......................._........._... ..............____.... _____________ ____________ 8m 21 .91 18.08 K = 5. 152 ----'-------- -------------------------------------------------------- -------- 22.08 1 .049 17 5.00 5. 17 17.38 17.38 K = K at 10 10 C=120 O.00 5.00 0.00 0.00 22.08 3. 1563 0.00 10. 17 1 . 59 0.00 Vel = 8.20 '- -----' .............................. .... -- ------ -- ........-... -........ ...............-- ...................... ....-....... ............... -........................-...............-........................................................... ~ u � . HYDRATEC, INC. MD- RYE BROOK FIRE HOU202ND.FL . JOB NO- 3131-2ND-1 DATE 1l0483 PAGE 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" or FTNG' S Pe Pv *T***** NOTES ****.I POINT Qt Pf/F Eqv. Ln . TOTAL Pf Pn 10M 22.08 18.97 K = 5.070 ______________________________________________________________________________ 23.36 1 .049 IT 5.00 2. 50 19.45 19. 45 K = K at 11 1L C=120 0. 00 5.00 0.00 0.00 23.36 0. 1733 0.00 7. 50 1 .30 0.00 Val = 8.67 ____ _________________ ___________________________________________ ___ ________ ___ 11M 23.3t, 20.75 K = 5. 128 _................. .........._.........__________________________________________________ 55.28 1 .380 0.00 6.71 16. 58 16. 58 2111 C=120 0.00 0.00 0.00 0.00 55.28 ».2235 0.00 6.71 1 . 50 0.00 Vel = 11 .86 ______________________________________________________________________________ 112. 12 2.067 0.00 3.62 18.08 18.08 8M C=120 0.00 0.00 0.00 0.00 167.40 0.2450 0.00 3.62 0.89 0.00 Vel = 16.01 __........ ___________....._________________ _................ _____________________________________ 22.09 2.067 0.00 5.83 10.97 18.97 101-1 C=120 0.00 0. 00 0.00 0.00 197.49 3.3053 0.00 5.83 1 .78 0.00 Vel = 18. 12 - ------ -'- ----'------------------ ------------------------------------------ 23.36 2.067 IT 10.00 8.33 20.75 20.75 11M C=120 0.00 10.00 0.00 0.00 212.05 0.3802 0.00 18.33 6.97 0.00 Vel = 20.35 _____ ___ ____-____-___'_-_____-_-___________-____-_____________-_______-__- C.00 2.635 0.00 2.00 27.72 27.72 12� C=120 0.00 0.00 0.00 0.00 : . 11 1' �3 7 . 30 C 20 � 20 ,'' 7 5� -...................- ' ------ -------------------------------------------------------------- 15M 212.85 27.95 K - 40.259 - -' ------ ---- ------------ ----------- ----------- ---------- ........` ... ----------- 27.25 1 .049 IT 5.00 1 . 50 26.45 26'45 K = K at 10 l5 C=120 0.00 5.00 0.00 0.00 27.25 0.2307 0. 00 6. 50 1 . 50 0.00 Vel = 10. 12 .. �....... ................ �.................�............... ...��.........��........ ..... ...........� ...........�........�.....�....�.. �� 212.35 2.635 1T 16.48 12.00 27.95 27.75 15M C=120 0.00 16.48 0.00 0.00 245. 10 0. 1457 0.00 28. 48 4. 15 0.00 Vel = 14. 13 __... .....___ ____ ........ _______ _ ____....._______ ...... ....._......................... ... ____________________ 1&M 240. 10 32. 10 K = 42.379 -----' - -'-- --------------..........--' -'----............ ...-----'-.....-.....-... ........................................... -----' ----- 27. 62 1 .049 12 2.00 7.83 27.25 27.2i K = K at 1 12 C=120 0.00 2.00 0.00 0.03 27.68 0.2370 0.00 9.83 2.33 0.00 Vel = 10.28 _... .................. _________.......... ............................................. _......................__............................................._.................... ......... ............ _____................. ...__ MYTTS - nrAMFTFR ( 011) LINRT`1 MOW) F| nq (GPM> PRFpqi|RE (PST ) ( 196) MOSS386 (W68) MOM (1000 H!BN0l (H3NI ) U313MIO - 3UNIF", _............................... ____................._................................. ........................._.............. ........................... .................................... ___ _..............._...........................................___ ..........__....._ 626^29 = "I 03^VZV ' CA1 00^00T = eO _ ..........................._....... .... ______ ____ 88^ T = IaA 00^0 TWO 00^002 0010 L000 ^0 03^53 ,:: 00^0 20^M 00^0 00^0 0t[ WE" T9^vb T9^ hb 00^002 00^0 062'R 00^0 ".'6^0 = IeA 00^0 ��^y 29 ^23T 00^0 T020 ^ 0 0�^�32 00^0 00^0 W[3 62^ T3 IT 0tT=3 ]3�8 68^0� 68^Ot 00^0OT QT 3 ST 098^ 2 n0^0 ��.......... ��.................. . ��.........��.........�............ ..........��........ .........�`��`� � 00^8y �3 IaA 00^O T9^3 00^ rO 00^9 32 3320 ~0 00`0 00^0 00^ Tl 00^03 M 03T=,'..' UO1 83^82 83^82 00^0T 00^LT OT 9C0^t �3'0 ... �.......� ...�................. .......... �.... ... �� 02^L = TeA 00^0 TT ^2 19 ^WT 00^0 Iv30 ^0 oZ^tM2 00^ 0 00^0 30^M 89^3G 11 03r=3 UVT KT 'M W ^92 09 ^05 ty ^93 E3 C9z^o 0040 .................................................... _____ ....._..........................__ ........... ...._...._....._ ........ ........_... .........................._ 9t^3T = IRA 00^0 L0^2 L0W 00^0 T0b0^o 00^O 00^0 lQ ^63 9T ^03 IT OET=3 41 bT OT `32 0T ^32 00 ^t TV^6 AT O93^2 01 ^ 00..'': ................--.....`-...............------ ..........-...............-........................ .................... -........................ ... - ` ... -........ -----'--- ... ............------` --- ` - G3^2T = IaA 0010 23^0 00^ T on 0 0023^C 0T ^WO 00^0 00^0 00^0 OW ) C3T=J utT W^ T2 Z8M 00^ T 00 0 0WT 90^Qi.*.'..*; _____________________________________________ _ M0T = IeA 00~0 Z8^ T 00 ^L 00 ' 0 00900 t0^6Z 00^0 00^o 00^G 00 ' D 03T=J VT.' TT le A = N G0^02 G0^02 00 ^3 IT M0^ T WIZ ----- --------------------- ------------ -'-- ---- ........ ........-.........--........ - ----- -- '-- -- 2GZ^6 L8^ T2 70W _ ..... .............._________ _____....... ................ ..................... ................................._______........ .....__.....__....._.................. ________________ 8918 = IeA 00^0 603 W ^ T3 00 *0 W0V0 90^k,'. 00^0 00^C 00^V 0C '0 03T=3 U3T SOW 8G ^63 GULT 00^t AT OT9^ T 89^M __-__ -____--__-_______-____________-_______-_____-________-- -______' -- _-_ L8^q = laA 00^0 Lt ^0 TL ^L 00^0 6090^0 62^M 00^0 00^0 00^9 00^0 03T=3 V2T TT ^63 TT ^63 TA^ T 00'9 IT 002^ T 0C^0 ------------------------------------------------------------------------------ FT ^CT = IaA 00'0 0v^3 22^0T 00 0 2M3^0 GUM 00^0 00^0 00^9 00^0 03T=3 2r TT Au X = A TZ^93 Tl^93 22^G 00^s IT 640^ T G2^M '----------------------------------------------------------------------------- 680^G = � 89 ^63 89^ M VZT u� �6 ^ »j ^«b3 MJ ID lNIO6 ***** SMON ******* A6 a6 S .SNlA jo "J" .170:1 �6 �6 !did 9NUTTA ^4I0 MAH , 8 39VJ 28V0TT B1WO T-ONC-1212 -ON 802 ' MUM-DR, =�;,8 �6: � ^3n 1031VUOAH ° ......................................................... 4.1 rri jvs 5 02 OF N I N q _,..p.;,,., P by M t, "'y by., 1 1 'y kJ, r 1 B y p qw, E C E M AY - 4 2004 VILLAGE OF RYE BROOK BUILDING DEPT. a 9 � PAGE 00.1 DATE %3004 SYSTEM a 'O� . : .. .R F ? l� T : llON CORP,,P C )u _ ttfL t . t t-Y, _ a ti. rPYBYEMTYPE SPRINKLER/NOZZLEE M WET MAKE RELIABLE:.* Y; ::..,:: : VAE°;:Li::':. j ORY i"IO[.:?k:L G ii E TANK ,,.. .r.., ELEV. i • ICJ E...4 , P LOCATION HYDRANT #126 ON KING STREET PROOF FLOW GPM t.a'.t::::. 4..;,... INFORMATION a.ON f•!i:[..nAEti:[,.N WATER [:.:t..1111-'f•lN t:.:l....r•r,.a:., LOCATION0 ,.a t is it lGE HT. ,.lR►n.:r•I AISLE W., !y PILED PALLETIZED % RACK , ( 7 :: I[\lGL.E i"....a[• { t•:;C;NVE:PJ E=AL...L..E:::T { AUTO. :::..I_;..RAGE % j 1=::nIt:;AP. R 4. l I:?0[..11:.Si__':::: :.'.,f.._i:. i ) ;ii....AVE PALLET { ) SOLID SHELF { l I'.O1,-•i A ,i p SHELF'OPEN CLEARANCE;STORAGE TO CEILING TRANSVERSE .,,1 1 S :E „a.... ...... -.....---`--'..... ...... ...................- .........................--- .......................-............................-............-................. .......................------..... .......-.................. ----- . . . . . . . . . . | ^ | \ W63 K8^0;t � 1'9^lW | ^ uT5ArW Ala"eS | \ \ \ | � W69 2V`8bL ----->*<-------------> � � PuMMO qe eIqeITe^V moTJ ^ x | | ^ | <-------ISJ VTO~L � | ^ | uT5jnW AnelpS | . . . . . . | ^ * | . . . . . . . . . . . . . . ! IS6 Wl^99 ' | | ----------------------------------- W | W68 000^036 = molj ^ PTsaU | ^ | | ISd 000^GG =^ssejj 'pTsrH � ISd 000^OL =^ss*j6 TTIr4S � | ........ ... '-.......... -_-_...............--..........--... ..... e^.:n3 jalcM ............ ....... ... ... ^JNI ^3DIV8JA-1 ` 300 390.1 ' qj Aalem n1jouag 2. q3 Jolem DTinues m ORI nAM MOTA .06 q3 B1,fTM9 nTimor IVA joiju, MOIJ n7jauen D m0q13 UJ% WnYPaW Ot m0q13 UAW 5U01 joqDvqaa mjwp ,� WjeA aqeo DTAW moqC3 Qi. A moqT3 piepucls �A MAITA adTd Aja DTAnvog jOy MOUjq T10H ATMoUng swuN "AAHUM; 21OVI 3WWN SNUIRA 2 39wj Vo9ozo Diva T-DWWWT2 -ON SOP 3111W 3SnOH THU MOMS 3AN -809 . � & w HYDRATEC, INC.. JCB RYE BRCCK FIRE HOUSE ATTIC JCB NO- 3131ATTC-1 DATE 020584 PAGE 4 NC.f';E ELEVP TION SPRINKiER PRFSSURE FLOW NOTES N�. (FT . ) (P91: 1 (; 9.GPr! > ..............________ ............___.............._____________..............__................ _ ............_________________ ________.........____ I. 48. 58 5.60 9.6 17.3 2 4B. 5S 5.60 9.3 �7. 1 3 4S. 58 5.60 8.3 16. 1 4 48. 58 5.60 7.3 15. 1 5 48. 58 5.60 7. 1 15.0 6 48. 58 5.60 8. 1 16,0 7 48. 51 . 5.60 9 '2 17.0 O 48. 08 5.60 8.9 16.7 9 4O. 53 5.60 7.9 15.7 ] � 4G . 58 5.6O 7 .0 14.8 4O' 58 5.60 13. 1 20.3 1� 48. 58 5.60 11 .7 19 .2 J3 48. 58 3.60 10.4 18.0 l4 48. 5O 5.60 10.6 18.3 j5 5.6 12. 1 19. 5 16 48. 58 5.60 13.6 20.6 17 48. 5S 5. 60 17. 5 23.4 48. 52 11 . 4 �T 4] . 58 10.0 9M 48. 58 14.0 9,; 48. 59 9. 5 12M 48. 58 18.0 12T 48. 58 14. 1 17M 48. 58 19.8 STR 48. 58 38. 5 TUR 48. 58 33. � BASE 48. 58 35.3 TEST 0.60 59.7 100' 0 Max vekociLy of 19.30 occurs in the pipe FROM 12T TO 1211 NOW RYE BROOK l�� 1 J604� MV ,.' >12 333invTC-1 DATE 020584 PAGE 5 HYD. Om DI0. zl �T{w MPT99 A**f* WMAT Qt Wf/F s.lv . Ln . M'. AL �n 17.37 1 .049 0 .00 2'9v 9.62 9 . "2 K 0.00 0.00 O.0� 17.37 0. 1418 0.00 2.96 0. 42 0.00 V�l = 6. 45 _________________ _____________________________________________________ ________ 3T 17.37 10.04 K = 5.482 -------- ------------------------------- - �� 15. 19 1 . 349 0.00 9 04 7.36 7.36 K = 5.6 4 C=100 0.o� 0 '�0 0.00 0.00 15. 19 0. 1095 0.W 9 ' 04 0.99 0.00 Vel = 5.64 ........._........ ....________............._............__...........................__ _ __ _ _ ............._............................... ..............._................................ ___________ 16. 19 1 .380 0. ,)� 9.04 8.35 8.35 K = 5.6 3 C=100 0.00 0.00 0.00 31 .38 0. 1106 0.03 9.04 1 .00 0.00 Vel = 6.73 '- -----'-- ---....' ... ....-.... .... ' -...................................... ....................... ........- ............................-...... .....-............................-....- ...... ..........-..................... ------ 17. 12 1 .610 0.00 5.92 9.35 9.35 K = 5.6 � C``100 0.00 0.00 0.00 0.00 48. 50 0. 1165 0.00 5.92 0.67 0.00 Vel = 7.64 ----' ----......... ' -........... --'.....---' - - -.................. .....' ...................---.... -.................... .......-...-.............- .............- ---------- 17.�7 1 6' » AT 5.71 1 .00 10.04 10.04 3T 0.00 5.71 0.00 0.0C n5.87 0.0J 6.71 1 .38 0.00 Vel = 10.38 - ---'-- - -------' - --------------------------------------------------- IN 65.37 11 .42 K = 19.495 -' ---- `- - -'---- -....................... ........... --....................-.............. ' ....................... .... ............... .........-... -........ ------- 15 . � } : .01 ? 0 '00 9. 50 7. 17 7. 17 K = 5.6 15. 00 U . 10 "3 o. M 9. 50 1 .02 0.00 Vel = 5. 57 __........____ ___......................._...................... ....... ............................. __ _........__________ 1A �z A .3O0 0.00 9. 50 8. 19 8. 19 K = 5. 6 6 =100 0.O0 0.00 0.00 0.00 31 . 03 ') ' 1084 0.00 9. 50 1 . 03 0 .00 Vel = 6.66 �� _ �� ........................�� ... ...... ��....�� ......��...��.........�...... �� 17.00 1 'Ai & q . C� 2.96 9.22 9.22 K = 5.6 13. 07 `, . 120 2.96 0.34 0.00 Vel = 7. 57 ................. .........._....... ................... ..... ... _.................... ....................._____........ .................. ....... ___ K = 15. 536 --- -- -- - - - - -- -----'----------------' --- 14.82 1 / 4? 1. 00 9.o4 v ' W 7.00 K ~ 5.6 14.E2 � . n05) 0. W 9.04 �5 0.00 Vel = 5 . 50 ' --'---- - - '- - - -----------' -- ........... .................................-...................--------............. - 00 9.04 7 `}5 7.95 K = 5.6 0.00 0.00 0.0O 0 . 105O 0.00 9.04 C. V4 ) 00 Vol = 6. 56 ........... ........................ ................... �� ................ ��.............�..... �� N - T � W ) LE13TH (FOOT) FLOW (C7.<) PRESSURE (PSI ) 1 6 .. : .: 8.70 -y. K ..... 5.6 ,.. C. :.''..f tf:. .. .. i:. „5.:11:. f::• a C)'::) f' .. .. L`.... ..........I .. 0.00 . .. 5.71 .:: 71 ..y "'+-i 14. 02 .........._. ..............__...................._._........_ ...................__................................................................_..._......_. .....__..............................................................................._.._...... ..._......_._..._....... ......._..........._._..__................. (•:0 flit ft 00 0.00 r).00 .............. ..... ... ..... ....... ................................................................... .........................................................................................................................................__.....I..................._..... _............................. _.. 12 rv...•••I t'l:'.) 0.0 0 0.00 i`s„(tft it ftfl 37.32 0. 1525 0 . 00;to „r t4 1 .50 0.00 {;,.. i 8.01. _............................... ................. ........._.......... _ .-............................._......................................................_.._._...._................._.._............_........._ ............._.._...._- .._...__...._. _7. 34 , - :: .:.�::+,. ! 0.00 ,-`r::.1. 9.08 ....................................._.............._........................................................................ ..........`.`.__.................._......._........_......._............._._.._........... _............................................._.._..._.I..._..._......._............._............_.......__.... .,... ...,.8.-.7 I f.) 0..00 vc. a...; 1 .610 : . 9 : 1' C:' .y,. 0.49 .....__._._... ......_...._... ......................_._..._.........__ __..._........ ................ ................................................................................................._.__..............................................__..-...................,_........_..._.._........._...._......_..._......._.. ...a... :.i t::!a ,.i•..` 14. ....::.. n., ... 15 n .i&?` ...... ... ..._.. ... ...... ........ .... ..... ......... ................. ................ ........_. .. ............ ........ ........................... ............. ............_.. .__._.. ._-.. ....__... ._�.._._........-.._ B-AGG IT 4.2s ...................... ........ .............. ......................... ..........._._._. ._..._............................ .. (KA)TI FLCW 1M _ IL .'i .................. .......... .......... ............................... ................--.......................... ........... MUM 9 1"6 f.*.; Moot 153J. 00,001 0 00'OOT ........................................ ............ ................ .................I................................. G& T TaA 00"o SWO 00"002 00"o 900c ' ! vj"00.: 00"o IC " TZ 00"o 00"0 C t T="_'. WIS ho "02 59 "02 00" 002 00"o 062"0 6z"s 1UA DOM =2 22 "WT co"o T9zo- o z8"00;_', 00"o 00"o MW 62" TZ 11 obT—D s v =92 MM 00,001 bT "Z ST OM2 00"C) .................................. ........ .......................................................................... ..,.....................I ............. .......... ............. 38,92 A W19 IRA 00"0 TWZ =20T 06"L W WZOM KWCT�:: " 1 T "200o 000 g6 tv"9z a Z T-"], OTM OTM 00"DT 62"ZZ Vy n7j" y ............. ................................ ................................................................ 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Y 4!a` Y aill.y.. "d by i"?:,.I?.l b"1-y I il .y 1\1 C3 F .3 1%11 y 1T:*lv! ....... .... .. t. ;w m !'y PIN!"t.Y?�-Y:i.1 ill....1 11 ill NP! BUILDING MAY 4 2004 VILLAGE OF RYE BROOK DEPT. a HYnRnTZC, it,., PAGE 00t. DATE 504 ,• O SYSTEM NO. CONTRACTOR - D _. FIRE I ..._ PROTECTION CORP. CONTRACT N- . ".........._ -.:_.: D CALTULAIAD BY 0- DRAWING NO. I 001t::.'R tAT F.I.E"N ... NON—COMBUSTIBLE CEYLING HEIGHT VARIES :._ t r: ;. , r•t .;.. : ( X )LT. F{(•1Z . E"IFiX?,:F. ?.i.. ::i:':i�',. , � ._ , .. _ , `'i: :'r ..i...if-i.<' „ r ., Fi : 231 J J N rjA 2310 LL3E - ,.... CA{I-.;Y,VRECIFIC {.... .,. {, VARIES DRY MODEL C; AT 1.1.t.?I'I:...'.J { LNXrLET 48. 50DI. , {('::;1 S.._. ,..t to ,._ to OVERHEAD 12C., UNDERGROUND i I : . . ,....:.:r t:-,.: PUMP :.:;: I .a; TANK OR rEF_.RV O z l=;,; n ± . OF TEST ST r " _ 9: . CAP., . .. CFTEST- :: . RATED ED CAP. C+ '; : w, {F r ..... ..?w'a t ':..:r i : , '::>'..:'.t_?„ .•i PROOF _.,I l..jE'. FLOW GPM K ;-iIJ + ! ' LOCATION HYDRANT 1•k126 ON KING STREET r' OF :hli='i:al;i'"; i_L.:!:;..1N 1'•1%:lE.i='iR:C nN WATER R E:`:.':I''iPANhl HT. ,..1.. AREA ..., ...,., AISLE ., ..S .., W. 1-.. ROW W ( ) `.:(II'`.I''.%e::!*.1,. F='i l._I E T ( ) AUTO. STORAGE lGE ! ) L::E:iE::i=1P. :.li::•,sr.:l....::-. RE_.!-d :. ) ::?i....AV::_. PALLET ( ) SOLID f:a..•11=:L.F= N01•:; ., ] I tI± . { 1.1",li{�'{!,!E F.. .,:..y.L.,.:;Fa1!_a:�: TO •:I{- TRANSVERSE : -i LENGTH (FOOT)l ) I I ,.I4 I t"+' PRESSURE,:. ',S',1h,L (PSI ) �........................�.......... .............' ....... ............ .................... ..................................�....................�....................... ...............��..................................� . . . . . . . ` . . ISN . . . . . . . . . � ^ uTMeW AqaleS | \ \ \ | � W6B 3G ^264 ----->$<--------- ----> ' . . . puemeO W eIqelTexV molE ^ « . . . ' . . . (-------IS6 V906 | | ^ | uTbjeW A}eycS ! . . ' . , . | ^* | . . . . . . . . . . . . . . | IC6 WAV9 ^ � | W6B 6G ^6Z2 ^ � | ------------------------------'---- qe eIqeI!exV | WdS 000^036 = moTJ ' PTs% . . ' . IS6 MOM =^sse"6 ^ pTse8 . . . . . , IS6 000 `0L =^ssaj6 zTlc4S | � ----------........... ................. -.....- .........---- -- a^on3 AIddnS '/a�rM ^3NI ^3llVUOAH ^ 3O0 ]Bvc! ° ~ ' 13 un aal nJqq MOTA .06 qo BUTMS nwauas E-3, M0013 UAW WnTPMW .06 MOM3 uJnl MUM .06 Joqnaqau DTAnuaE aAlwA a4eo DTWOME MQUI 'So MUMB QATPUTQG '06 wjeA oQTj /JG 074swo 11manwa nvinumE EWYN SNTMI 39% tBGOZO AIWU T....3 .... UTU2 -ON 90r mmu AsnOH 3MIJ A0018 344 .....aOC "ONI 4031UMAI-4 ' HYDRATEC, INC. ` JOB- RYE 3RCOK FIRE HOUSE ATTIC JOB NO- 3131ATTC-1 DATE 020584 PAGE / NODE ELEVPTION SPRINKLER PRESSURE FLOW NOTE.....-:, NO. (FT. ) K-FACTOR (PSI ) (U.S. 3Py:) ........................................__ ..._......................._ ............. _...................... ....................................._.................. ............._............._...................___ ........................_........._____________ � 48. 5O 5.60 10. 5 18. 1 � 48. 58 5.60 11 . 5 19.0 � 4P - 4R 5. 60 12.4 19.7 � 48. 58 5.6O 12.9 20. 1 5 48. 38 5. 60 7 '0 14.8 6 *8. 5�:-! 5.60 7.7 15.5 / 08 5.6O 8. 4 16.2 8 48, 58 5.60 9.8 17.6 9 48' 58 5.0/ 11 . 1 18.7 � � 48. 58 5.60 12.0 19.4 Al. 48. 08 5, 60 19.8 24 . 9 l� 48. 58 5.6O 20.0 25. 1 � 3 48 . 58 21 .0 3�! 48. 5S 16.2 �T 48. 58 14. 5 4y 48. 58 18.5 YM 48. 58 l8.9 9r 48. 5[ 13. 5 i2M Q8. 58 21 .8 12 .' 48. 59 21 .0 ; 1M 48. 58 30.8 48. 5B 32. 5 � 5h 48. 58 27.0 48. 5�:i 37.4 �CDR 4B. 58 34. 1 BASE 4&. 58 35.4 :'; O.00 58. 5 100.0 max vplocity of 21 . 95 occurs in the pipe FRGM 12M TO 15M ' w = ° HYDRATEC, !NC. JCD- RYE BROOK FIRE HOUCE ArTIC JOB NO- 3131ATTC-1 DATE 020584 PAGE 5 ' HYD. Qz DIA. FITTING PIPE Ft pt HEF "C'' or FTNG' S Pe Pv ******A NOTES POINT Qz Ff/F Eqv. -n . TOTAL Pf Pn 18. 17 1 '049 3.00 9.04 10. 53 10. 53 K 1 C=120 0.00 0.00 0.00 0.00 13. 17 0. 108A 0.00 9'04 0.9E 0. 00 Vel = 6.75 19.00 1 .080 1 .38O 0.00 9.04 11 . 51 11 . 51 K = 5.6 2 C=120 0.00 0.00 0. 00 0.00 27. 17 6. 107� 0.00 9.04 0.97 0.00 Vel = 7.97 __.............._____..... ..........................__ ........_...._ ........_................. ........ ____ ______ _....._ .... __ _ _ 19.78 1 .380 zT 6.00 2. 50 12.48 12 .48 K = 5.6 3 �=120 C.00 6.00 0.00 0.00 56. 95 0 .2376 0.00 8. 50 2.02 0 .00 Vel = 12 .22 - -------------- ---- - --------- - .........------ ---...............-.............. ... ...-`--' .... ................... ..... ................ ............. -- 3T 56.95 14. 50 K = 14. 956 ' - --- -.......... ... '-....... ' -------------------'-- -------------------- --------------------- 20. 17 1 .049 1y 5.00 6. 54 l2.97 12.97 K = 5.6 4 C120 0.00 3.00 0.00 0.00 20. 17 G. 1325 0.03 11 . 54 1 . 53 0.00 Vel = 7.49 - - - - -- ' - ---- -- --- -- ............. ...... - -- -.....- ..................- -------- ------'-----'------------- 56.95 1 .610 1T 8.c0 1 .00 14. 50 14 '50 �T C=120 0.00 8.O0 0.00 0.00 77. 12 0. 2966 0.00 9.00 1 .77 0.00 Vel = 12 . 15 -'----' ----'--------'----------'-------------------------------- '-- --------- �4 77. 12 16.27 K = 19. 122 - --'----' ..... ... -..... .............---' -.....-' -.... .........--... ........ ... ' --'- '------------------ -----------------'- 10.82 1 .049 0.00 9. 50 7.00 7.00 K = 5.6 � C=120 0.00 0.00 0.00 0.00 14.82 0.0747 0.00 9. 50 0. 71 0.00 Vel = 5.50 - --- ---- -......... ..... ........ ..... .................. ............................. ................-- .................... -..........----- .....---.... '......... ....................---..... - - - 15. 55 1 .380 0.00 9. 50 7.71 7.71 K � :=120 0.00 0.00 0.0O 0.00 �0 . J7 C . 4736 0.00 7. 50 0.70 0.00 Vel = 6. 5'1!. �� ......................... ................................��.....�...............�� ...........................�� ........� ......` 0.00 9.04 8. 41 8.41 K = 5.6 O.30 0.00 0.00 0. 00 46' �l 1A37 0.00 9.04 1 . 48 0.00 Vel = 10.00 � ��... .....�.........��.....�..... ` ........��...............�`�............. ..... ...........�� 17 " ! 0.00 9.04 9.89 9.89 K = 5.6 0.00 0.00 0.00 0.00 n4' j2 o 140� 0.00 9.04 1 .27 0.00 Vel = 10 .12 -- - ' ' - - - -----..... '................. ' --------......... .....................' .... .............' -------.....--' -' � [' '71 � .',3 � 0.00 2. 50 11 . 16 11 . 16 K = 5.6 0.00 8.00 0.00 0.0J 0.00 10. 50 2.35 0.00 Vel = 13.07 - ------ -- - ---------'-- -.....-......... --..........-.... '----..... ....... -'-- -----------' 91 32.73 13. 51 K = 22. 559 _ __--- __ ___ __ ----__----- --------------- --- _ __ __ _________________________ UNITS -- DIAMETER ( INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI ) _ _..........__......................._.._......... .-......._................... ............_........._................................................................... ............. ...................._..........._......... ......_..... ..........._....... . .........._... .. .._-......_..._..._..... 2 6 b!:., .._. ,.r:.r t, .^f i_f i) I::a i..: g t-! ! 00 "I-.: 9-........a O 8 9 ' t...-....... f J i_}"o '.)t`.)";.-) i_0"t-_' . 0010 O i_t ,.8 T 1:.: TOM I,,J 0 !:.: OCIOT IT 1901Z ?O r..'q t f f' i} t',r l t,i 00,0 0010 AS ...........__.-._......__.._._..._..._...................._..._... ..._......._..._..........._............._.........................._........__.-..................._......................._........... ... ................................ ..._......................... ...... ._ ..._ ..... ,..-.:-,r R: ..... ,};],..i i_. ..I i_1 92 0 _Jl.!" 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" ..,.... ! ol ...._..—......................_..._•___...... ................. .... ................... ._.............................._.......__..._..._.......... ................. .. .............................................................._.._..._.... _.._... .-....................... ..................... _.._.. 00,0 +}i: "t t 00,8 "•I :: Wr (,r r Mu To "GA H 9 3'.::3t9d tF39'..•:_t_! 31VU b .I '_i' t'''' 80 _.i l:.._..i-!•r ":a:s(1jH ..... .i.l 2 .It.: '.:.)M AAA MU.. 62 'Mt 00`00T = eO 0c ^00T -----........----------.......... ... ...............................- ........ ..................-.....-.................... — .... -......... ...... ........-........................................... ........'' - -.....-.........- -- - 22^ T = IRA »0^ 4 TI ^0 00^002 00`0 2000` 1 6S ^62Z 0� ' t0^ T3 00^0 0010 0tT=J HlS bt ' �2 us `M 00^002 03^0 062^G 00 '0 _.........................____ ..._.............___ ..._... _____......... .................... .... ... ... ........... __ _________....__........ _.........__................. ........__ .... ................. __ 22^ 9 = IRA 00^0 96^ T 19 ^23T 00^0 8GT0^0 6Q `6V.,* 00^O 00^O Mt3 62^ T3 1T CVT=J ]&M. 8bM 8v^SI 00 ^00T f! ^3 ST 0s3^2 00^0 ----------------------------_---------------__-------_ _-------- __________ _ _ _ S8^92 x[ lT ^G = IRA 00^0 WT Tg ^20T 06^l 92 63T0^0 6� ^633 00^0 00^0 TS ^26 v2W ]3 03T=3 UO1 hTM vT ^W 00^0T 62^3Z wr 0?3^ > 00`0 AUG = leA 00^0 t9^ T 3G ^IZT 00^0 83T0^0 00^0 00^0 3O^6/ 89'3G 1 Z 03T=3 UhT 09'32 09 ^M 09 ^89 Q2^M M 093^v OC^0 ...........___....................______ ......................_.................................._.........._.... .............______....._.........._..........__ E8^8 = leA 00^0 39^ T 40M 00'0 GAM^0 6G ~63Z 00^0 00^0 Lq ^63 9T ^03 I 03T=3 mye: 88^02 80^02 00 `t Ts^6 so 093^2 0C ^C __-------------------- -----------------_----------------- -----__----- _________ TG^2T = IaA 00^0 38^2 8U^83 00^0 Th2T ^O 69 ^633 00^0 00`0 8V^9T 00^0 03T=*,D ':aT 90^ZZ 90^M 00^3T 8t^9T IT 929^C To"'() u6 J.6 lV1O1 ^ uj ^»bg 4/10 M 0 P :! ***** SB1ON ******* ^6 a6 S .SNlJ jo "J" �J l6 9676 SNI1lIj `V10 ~0 `7 \� L 39WJ =030 slvO T-311UMT2 -ON 8OC 3wu 3SUOH MIA MOOU8 BA8 -8OC ' ^3NI ^3IlV8OA:..J, ° Q 7 co N 0 aW U Q ¢ 2 bU a Q a O • p a z ul Cc!,) � N p U a U eo Lu x U c W CC Q �c r o u � W E W � U) 0 two r 2 r O w F J w ¢ J LL O co o ¢ to U VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET RYE BROOK,NY 10573 (914)939-0753 Phone (914)939-5801 Fax -.,"- emo To: Victor Carosi, Village Engineer From: Michael J. Izzo,Acting Building Inspector ZZ CC: Chris Bradbury,Village Administrator; RBFD Date: 10/19/04 Re: Rye Brook Fire House/Apparatus Exit at King Street Victor, It is becoming apparent that there is a need for proper signage as well as high-visibility driveway striping alerting motorists traveling along King Street; 1. Not to block the apparatus bay egress when King St. traffic is backed up to, or beyond this point. 2. Not to enter,turn around in, stop or park in this area at any time for any reason. 3. Where to enter Village Hall&the Police Station. 4. The diagonal road striping at the North side of this exit should be reconfigured to allow for the wider turn needed when Ladder 30 enters King Street heading North. Please review these concerns with the RBFD for input as how best to proceed. Thanks, Mickey MiTek( . MITek Industries, Inc. 14515 NoM 0,Aw t orty O rw Suite 300 ChesteMoid,MO 63017-5746 Telephone 3141434.12M Re: d877r Fax 3 1 41434-534 3 Ryebrook Firehouse I he truss drawing(s)referenced below have been prepared by MiTek Industries,Inc. under my direct supervision based on the parameters provided by Truss Tech Inc -Stevenson Pages or sheets covered by this seal: 15643420 thru 15643421 My license renewal date for the state of New York is June 30,2005. �P 5 REp� P. r_ Q n L 1 � a-■.+.tir.� j ip �r O q October 24,2003 Redwanly,Gaby The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the revtumsibilrty of the building designer,per ANSI/TPI-1995 Sec 2. pECEI E NOV - 3 2 003 VILLAGE Of RYE BROOK BUILDING DEPT. -Jab T— T— no piy py Fkgvw w F-howsa !s6al�2d� 0etta 4840n troop 1rluss Lim 5.1(10 a J3 200.1iwtrfeii kteusditro.Inc F i Od24 07:11144 2000 Prps 2 T,•. ,Tact,inc,mkavoe,CT 064".Slovenron^,rouo ----- MOMS 12)LOW msofs)9 hesMave bmt,mndltiod SArdmg d"g,rhLwt'Yvew theme to verity that tneV arc COnect$Or the atended use(A Ih's truss i 3)swctel rwvf"ls)or other ODMOcmn devco(s)anam be Pro ded su@cwd to support ccv"rAraled oso(s)1oUa9 5n aD wl and 2870 3b uo at 25-1"on nP chord. Thu desyrVwnc�lbrh d wcn spec�s�corhrvcthon r1.v.x(al rs ma resoonaOmM d OVhera LOAD CASE(81 S&WKWO 1)9r L.rnhbw Inveae8. 1.IS.P41a Nrreaso-I IS untoT LOWS(pit) VaA,1b=82.4,8 14=-82.4,2-26-20.0.26-27..80.0.27-20-20 0 15-213 -80 0,13.18•-20.0 I Conoertreled Loeda(b) Vw 41 -76W.0 9)IOC Sr—m OvwhWVa LW ber axreaeanl 15.NO*I�nw0541=1.15 L,-Ao m Loeda(PIO v.n_i.7—+4A t 7_rt-700 r1-13--200 13.14••144.7.2-13--20.0 Concernraled Ioads(m) v«c 8--2136.3 1 I it I i I UsowrY-Mr�orM ��k�M'Iw�1�r�OltA�W1�It�Ie�eaY enaY[we f,, i �oae�.resr.srsry��.smns�weW..�rkrsrrWehL.eaerMe�sr�lrae�rww.+A.YraI.arw��M.YA�etYg.Mraatr.wrYra+rA/etrgeMwMaarrwwrnr+r�+.Y.l.1�l�eiYkii►��ieMdw�r/a+.rrwssaY►..��rWe�rr�e.+rIkrr�rNw�s+tara�yaaY pe�Yie�r�eWYrF Mr�re 1wYr rMaOarrMwsrerlrr Mrw�wradI+rYr rr l�ioilwrees„lir:��rr—i rFaa-�sum�po.".^rtla aWeowaarMew � nMAMOUwrhaaaH sM3 +�y MiT@kRim" n TONS Phis YRIMIN ; 'Jab -- TAwa 1Te type - oh n/ Rrrlsr.. ' � I ya77R ROOF IAUSS 1 3DWt35 2,UNITS: 24.DJR 1 � � J7�R_sMwwjoDYrwel� r f; Tech.Inc,MMres,CT O6e/8,SIivM,XOn-J_�i'pW - ---- 5 100 s Jul 8 Mfi•k Indumbim MK p4 .Fr1 Oct 24 07.10:04 20M P1 __. _t!-N_-._ 't•i4_ _�. 21.3i 29-108 3341-7 - + ss- r }i4 IF" a,•M il-p 444 T �7.2 6-145 0.1 N 01-ts tia CONDITION; MEN ER 7.21 15 9ROKEN AT MIDI FNGTH IN ONE OUTSIDE PLY ONLY �Ir� BStIiAK M i ONE PLY • 1 ONLY. T1z' 4i a od 44 ~` m 34 33 22 J# 21 27 30 NY 7• 11 1s 18 w- ?i sail own= Y 41e= tsf= 4i_ 3d 11 1 2 X 4.2 SCAB ON FACE OF BROKEN MEMOM 40s iHe ,t++ !fA•• 36 a Ke M411 61 14 444 4.7-2 LHO 4b1S e-1-ts 7itb- LOADMO(pt1Q S*ACBIB 2d•0 cm -- pIPL b (bW v" lid PLATES ----Old TCLL 312 Plsfaa MrrfaYA 1.15 TC 017 l NMKLL) .0.18 18 >•YS 24A 041120 ip71M `TOOL IMA Lt•abM 1111421141111111 1.16 t1C 0.29 1 1IMMTy -01♦ 18 �885 180 I IM20H t87f143 "GILLO.D I"s"m war NO ( WB om I Nes4TL) 0.011 13 NO rJa 1359lD W OCDL 10.0 Ostla tBt 00dTP12.82 (MM'd) eIyIM LUMBER W ACNG TOv C14ORD 2 x 8 SYP SS r[W CHORD Slnrtural w nod ahsdiq cwKw tgo' Or"-0 oc punins. DOT CHORD i x b 0YF'JO raf1T n1(Ntn Rlald(e8n0 dr*C*v aoDW Of 6-"Oc br9L*g j WFBS 2 X 4 SPF No 2 'Fscep'' 7-22 2 X 4 SPF 210DF 1-8E.6-20 2 X 8 SYP SS APPLY SCA8(S)A-SPECIFIED 10 TRUSS.POSITION AS SHOWN WITH CONS-RUCTION OIIM.Il Y ADHESIVE AND 100(3-X 0'31')NAII.5 PFR 7HE FOLLOWING PAIL SCHEDULE REACTIONS (ibrslze) 2=121q-5-0,22.8701A)4•'2(WW, 0.3-8),13-3S8d0 5-8 2 s 3b-1 ROWS Q 6.0'O.0 2 r 8's -4 ROWS 0 BA'O C Max HOrzL-257(roaa caea 7) 9 v 4N-2 R -iOW e.0-O.c- 2 10'e-4 RC"5 tt n'h C Max Up t?-510(bad ema 3).22--3507(bW case 5).13=.1468(kmd(use 6) 2 x 6's-3 ROWS 6('O.0 2 x 17s-S ROWS®6 D-U C. Max G(wZ=582(.oW caso 2).22-121VIoad casa 2),13-5069(wd case'1) FORow (ib) I-wo Load Caaf Orly i TOrCHORD 1-2-26.2-3-967 3�-,S82,4.5=239•.5.8-2480,6.7-Z382,76=6456.d 9=6035 9-1D--7482,10.11=-0131,1'-12-4227.12 13--8672.13- 4-28 BOT CHORD 2-25=-806,24.25-W6,23-24--'731,22-23=-1731,22-26-2&A.2•-26,'2t155.21-2/=J555.21>t7=•2•SS.ZD-28-7030, t9-26-T030.1d19-7030.17-18+7753.16-17=7753.15-18+8D15,t3-15-60'S WEBS 3-25=180.3-24-'016.4-24-317,4-22-662.6-22a•668.7-22=-9594.7 21=-10.7-20-6047,6.20=J•12.9-2D--'422. 8-16=773.10-A-912,10.18=284.12-'6--285,12-15-42 NOTES 4)QM 0 epmn 0e m.V,.h to 40AN dr r-n r-d loads e0ua1N bet&**101 Dsee. 2)30y buss 10 be CWMCIad to N No wMh W S45 USP(C 15'X4 5")Scr4Xsa as folOM Top crowds contocW as kbai w 2 X 6-2 rows at -4.0 oc BDB•m r Ks QWwmded ea f Wow%2 X 8 2 rows at O-B-0 oc OF N E i V h Y•OE•Ib11r10Oed st:bslrls 2 X 4-'row s1 0-9-0 oc.2 X 8.2 IDM M 0-0-0 tlC 3)VOoL ASCE 7A8,1'0n 00%h=25k.TCDL-4.2vsf BCD!-=S 0pd;CataporyU.EsD C.andosedVWFRS 9""Mw.Carxxever wn A- y 5-A dw 0 OW A3M 0yased.end verecN lefl sr,d rWf exposed Larmba DOL-'33 plate 1irP DOI-=t 33 C2 0 et FVAA•rocs:r-50.rV-43 0 P+!(ynn-N a•...).GM-eo•1 I,,G,►C.r.nr c, (-Y.1,;L-hn n Qr < S)This tiw hsa been rhw)T ed br 2 00 Hynes fat rrmf load of 31 2 Pd on MmrhNtga ron-COrlaxlerM wah Omer Ilve lases. + 6)TMO Seth•hY bean d"Vwd for s-.0.0 os1 bogorn erwrd eve loved rxvcorClXreM with any oe,w Nye beds Del Table 1607.1 d 9C110 r- - Q 7)AN pOW We NI120 Plalss ur4ass tlMWWkM W10*30411d. C1 w 8)RIw"m reglfines pb w Mpaedon per ste Tooth Coup'Msthod whom e,N muss is chosen for quemy asatr/snce inspww.. f>• v z 8)'TNS truss rw been deslpned fora eve load of 20 ODs'on tto bdepwr O,ad b a4 aroa+wwan•clNrsnce r7 walar Dwan 3-60 besaeen M 0 Z botom chant WW arty adwr nrnbers N(�x� tiD 0 e 02Q L `, 10)WARNWG.Hoqused baerapalma al Wngsl 22 0reaww man VWW Deamry vim 11)P•om*rr1eC71W*"corsses8OM(bY Otws)Of eves to xarvwq d+e cepet a rf vmhata4mg 310 b upM(a(IoXA 2.3507,b by It at loin Iq ap 22 amd 14U III uoN at pW 13. October 24.2003 -------- - ---- -- - -- 0 r.+n Ave Isetea Ol Tet1s 41111110 tweusw rwOtraa rwae tst►fara aareal 11•s 0s�w weseYwrss7�Mleseweeaes wo4eM0e,severrynf-rprwwewaewewioeV4xMleselAlM I.be s,rif.r.=w-eay ft"Nm"raewnwr.rrw.e.+wr.rm.ow.a wso.ow�+r.+,.re aaxe■■-ewwe. �wr.�wy MewMlr4 Wea/ee�pea elesMrr�nan4Ms^rh.11111b1�r+pw)arKMer`wwle rrrewMrc�MIrM w*eesb�rel aw eretlr.A�ssY MrMMia ence+e orwrwwrl ww+en b b r..e.-aq.r ar eMMQ My+.r aerewerel•ti1eNa Ige..wea..w.7.r..L.rlw.cove.y..arm.arwr.00ze0MoLml-%O1 .%.Dt..W.a.,,,�a..�.t.., 1MiTekr' l w,era+weewei eaetnOttlrr�reasfebn..Mrer tniw True nvrr rree,r 5o ucx.asr t>~..ueeree.WAS"" ROOF TRUS6 � t Tr1r.Ted1 iiz ii-.,CT.*6.91rw+wn G!oup ---- 5.100 t Jul! �nA�YIY.InC FA Qtt 29 07-16'09 2003 Ppr 1 ►ti , _16-2.4 - -- 1414 4•t-11 64-11 Ne-. eR9 66-t K11 14-3 Srar•110.0 M CONDITION. TRUSS UEMBER(S)HAVE BREAK SH S)AS OWN 4.00 11 7 RI:PAIK REFER TOW f ILK STANOAftD REPAIR DETAIL ST-AEPOUt FOR PROPER SCAB 812NG AND NAILING REQUIREMENTS ' r 26 te n 1a 17 27 tt /s tit 5s12= 406' 2JM II ad= 7!= brit:-SK-O lAaw w o 2.a- 2-w 4.41 e.lewolllw- I _-0.1.0 i ____1_0-Z� 16�✓1 1F10� -_{_- 3t41 - F �.?I 1_-. f.Y-0 I vwb.0414(X.yk I20.3.7p-1J1)iZ l,az-11J L19-o-3-0.Edo.1_.-- - - _ - L0410N4(pa1) >MACMIY-- 2-0-0 -�-CSI DEPL -=n iwc) NM lJd MATES OR1P r[iL 312 PUlealrltlew 115 TC 0.77 %ow"LL) -0.32'6.18 wlW 240 Mr10 191/144 TCDL 1D.0 Lmnbwlncneee 1.16 1 8C 0." V690TL) -0.54'4-16 -7" IBU PA120M 14(v1De 9CLL DA flop 9te4►to VEB INS OD4 horn 0 0.12 12 Ne Na de I BCDL 1&0 j Co SC2000 FRM (Utirts) Waglt:2"lb W81dER URACNOI TOP CHORD 2 X 6 SPF'660E'.SE TOP r1fM SinrAsw wood sneatnen0 droc#y NPP W or 3.11-2 CC IKF4M. 20T CF1017o 2 x n ePF 2100F 1.e6 •euc.pr RM CA40RD Pod cd.lno dkeclr•broad or 64)-0 be nnbcvtp. 2-M 2 X 4 SPF Not WEBS 1 Raw at mWt 4 19.6 19.6 16 7-18,1.18.10 16 WEBS 2 X 4 SPT No.2 'E11CW 421 2 X 4 SPF Stud.6-19 2 X 4 9PF Stuck a-IS 2 X 4 SPF 2160E 1 aF 8.16 2 X 4 SYF Stud.10-14 2 X 4 SPF Slid SLIDER Log 2 X 4 SPF Stud 4-2.12,RqW 2 X 4 SPF Stud 4-" REACTIONS (10rstze) 2=W9N5-0,W-34MO-5-0(vrout. D-3.0).12.1760N-5-6 Um P"72=249(oW case 7) Maw UpW%2--M7(bed caw 7),'9=1'39(oed can 5),12=-607(had-Asa 6* lawt Gwv2-1.117(10e0 ce"2),'9=394NOW case 4 12=2664(Idad rase i) FORCLS (lb) Rrst Load Caw Only IOPCHORD 1.2.6,2.3=-24',34=140 4-5.1000,5-6=1291.6.7=-1065,1-6--1059.6-9-2352 9-70--2/63.10-1'=-3425. 11-12--3532.'213,6 DOT CHORD 2-21-144,20-21=144,19-2D-N4.19-22--1116,16.22-1116.17-18=2XI.17.23.2261.16-23=2261,15.16-3205. 14-15=3206.'2.14.3205 WEBS 42'-IS7.4-'9--1343 &19=-2133,K-16z2403,716=1]5.61N-1666,6-16-657 10-16--1012.10-14=150 I NOTFS 1)W41d.ASCE 7-96:/1Orph.h-2511 TCDL-4 2pe1.BCDL=5.Ops1;CaMgdry 11,EXp C,anaosad,MW FRS gable and zone cw*cver loll wW n9M espdsed;end wftal is end n9M arpn &I+.nhw nOl=1 33 pate gr o OOL=1 33. OF N -W 2)ICLL.ASCE 198,P9-45.0 psl(p10tNd wldw}C 4"Dry II Eao C.Fwly Eso,Ct=1.1,L=62-" 3)UrbWwtoed snow beds hat.bean cons,erwd for 61s design. ,`Q' y 5•A�D/y 0 4)TN%m w has boon design"for 2.00 ormw 4al roof bad of 3'.2 psi w++nerharlt roe<nncur-W w lh orw Nvn leads C) 0 / � �- al Ttre 6)A4 pi•le4 are UM p n wrseas dlrerttnw racaied. w � • 7)This true mq,iea plewnspectlort Der the Todn Clot"Method when this bru"4 choasn for quo*a.suroncc insoeAm 8)"Thft teas rm bran daaVW for a We load of 20.0psl a1 tr bLOWM chord to at areas wtn a dewenm greekr then 3-6 0 bet-oon W bottom ahord d arty ether"wonoers. >� I �an 9)WARNING RgtMed paarwtg.t74 ar ptnt(s)'9 gr-we'thin hrtpA bwrtt9 sUe. 6 y 1 ? 10)Prorde med gppwa eonnedton(by others)of Fuss to t woV praw capable of wnwla WiN 34, u uonrt at lord 2 1139 lb trol!II al pwt 19 end aw ID Vet w,w"12 Nn C1 N0 080,20 l< GOAD u►Mfs1 Slarldard goptsS10aPV Z - - - ODbber-24,2003 �ar.lea-vab n.trenan.a.r-...sr wlwrwe ew nee alre rwnraaa�r1wr ee>rer�.x we frm Bette oat _ -- - Drgnrtlrtssty.rMlar4ls�ta�.TNrrry-re.w.!driwtl.!.t^�r'..--carte. nYwYrewldly w.w�e40 r tr ewtrr4 atd 1trr1.4 tar0tts0y.hM-aa1'M y. �p4••�^-.^+-��d•w�.r l�r.r 4a0i\ rdl M. a.rp.rwr.w.rrYl.r.wdd�wMw�..�.4rA0..w.Mw«!.Iewn.rl+Mad�+-�1�Ytrr`.aw. 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U �;• au m O + ICI a z LU + W x • CO STANDARD REPAIR DETAIL FOR BROKEN CHORDS.WEBS ST-REP01 Al • `� /0 AND DAMAGED ON MISSING CHORD SPLICES V,Mir I OTAL NUMULR OF MAXIMUM FORCE(Ibs)15%LUAU WM111IL M — NAAS EACH SIDE X Il S11p DF ( 3PF MF —JI OF BREAK' mil 2x4 2mg y14 2x4 -i -2x6 4 _._ t Mi Te k I1j 14 21 2v 1L76 2439 1497 2246 1 - 1/0e. 1288 1932 1e 27 Nr 2091 3136 1925 20M 1635 2453 1686 2484 n 3e" 2555 3032 2353 35M Im 2M 2U4 3036 2e 39 - - 42' W41D 4b;w. 2/Bl 41T1 2362 " 23W 3386 30 46 4V 5227 3= 4612 2726 4088 2700 4140 31e5 ORME EOLM1LLY FROW AND BACK ATTACH 31 SCAB OF lNE SAME 612E AND GRADE AS THE BROKEN 41EMBER TO FACH FACF OF THE TRLISS pF NE w (CENTER ON BREAK OR SPLICE)WICONSTRLICTK)N QUAL11 Y ADHESIVE AND 10d NAILS (TWO ROWS FOR 2x4,THREE ROWS FOR 24)SPACED roe STAGGERED AS SHOWN 1.131"d1a.x r) THE LENGTH OF THE BREAK(C)SHALL NOT EXCEED 12- (C-PLATE LENGTH FOR SPLICE REPAIRS) a T11E MINNAUM OVERALL SCAB LENGTH REQUIRED(L)IS CALCULATED AS FOLLOWS. L=(2)X.0 r- u �O 08020� �� J AqoFrssl0 P ��! •s/ �� 10d NAILS NEAR SIDE / \\ d" •10A NAZI S FAR SIr)F i TRUSS CONFIGURATION ,/•� y --- \\FT'� AND BREAK LOCATTIONS ONLY FOR ILLUSTRATIONS ONLY � 6`Mw THE LOCATION OF THE BREAK MUST BE GREATER THAN OR EQUAL TO THE RECR)IRFO X DIMENSION FROM ANY PERIMETER BREAK OR HEEL JOINT AW)A MINIMUM OF 6'FROM ANY INTERIOR JOINT(SEE SKETCH ABOVE) DO NOT USE REPAIR FOR JOINT SPLICES NOTES 1 THS REPAIR DEINI IJ I U"t USrU UM:.T ru i M w ". 1111I1 Wr rd 7, *R[r O CO NWT 1n 1 T1 MT Tl K fl[MAMpNC t'01TrM�O�T11C TY]UCC 1S UNOAMAGED.THE ENTIRE TRUSS SHALL BE NSPECTED TO VERIFY THAT NO RIRTHER REPAIRS ARE REOLARED.WHEN THE REOiJIRED REPAIRS ARE PROPERLY APPLIED,THE TRUSS WILL BE CAPABLE OF SUPPORTING THE LOADS VACATED 7. ALL whabMS MUST BE RETURNED TO THEIR ORIGINAL POSITIONS BEFORE APR.NG REPAIR ANU HELD IN PLACE DURING APPUCAT1011 OF RFPAIR i 3 I E END DISTANCE,EDGF MTANCF AND SPACIN3 OF 4WL3 SWILL BE SUCH AS TO AVIOID UNUSUAL 3PLIIING OF THE WOOD. 4 WHEN NAfl.WAG THE SCARS.THE USE OF A BACKUP WEIGHT IS RECOMMENDED TJ AVOID LOOSENNG OF THE CONNECTOR PLATES AT THE JON 15 OR SPLICES S. TNS REPAIR IS TO BE USED FOR SNGLE PLY TRUSSES IN THE 2x_ORIENTATION ONI Y. c TMS REPAIR 1%LYITED Cl TR1A6rS WITH Nr,hKWF THAN THREE BROKEN LIMBERS_ _-_, _.•,._ -__ October 24.2003 trAW�-11bIBI wdp x.rA..I... x{N OOTta iNt MD wln�s ars x*►sarea Msx rAra�.aD�va- - -- - w.j dQWM W r u M 11 M. D —ke Nov-19-2004 14:68 From-CALGI CONSTRUCTION 814 666 8403 T-368 P.001/001 F-988 REQUEST FOR INFOR LAtltvl.N 6AM1 116 Radio Circle,Ste.305 Phone: 914-666-9423 Mt.&lsco,New York 10549 Fax: 914-666-9403 'TITLE: Increase Water Pressure DATE: i Ii19/2004 PROJECT:Village of Rye Brook-New Firehouse JOB: TO: Attu: Vim' =pft" AGk6ilF C. d�d L e'w De "Y&� STARTED: 11 19/2004 etay� t ew ork COMPLETED: pie . 9 76 � � REQUIRED: 1 V26/2004 REQUEST: From: Owner Reference:Final Inspection Report for the Certificate of Occupancy of 11/05/20N,from the Building Departnxnt of the Village of Rye Brook,Item 1. How can the water presure be increased? What would keep the water pressure down? (So for the Plumbing Contractor;has cleaned one of the Air Releasing Valves and the presure increased but is Still not satisfactory) ANSWER: From:Rick Dean-OLACE(cc: Joe Barry- SULLARCH) 11.19.2004 According to our initial information provided by the water company the static pressure in the street is 70 psi so there should be no reason for the low pressure in the building even with the 6-8 psi pressure drop through the R'PZ, The plumbing contractor should check it out. CC:J.Barry-SULLARCH,t arosi-VRB, Calgi-CalgilEMC Requested By:Cg11EMC Co R6 sting Croup Date: Silvio Solomon,PM ExyeOWon® Pala!of 1 Nov-16-2004 16;25 From-CAIGI CONSTRUC"iGN 614 666 840$ T-404 P-001/001 F-006 S & PLUMBING AND HEATING CORP. 371 NO. MAIN SPREET,BREWMJ' NEW YORK 10509 PHONE(845)278.2928 - M(S45)278-5208 FAX DATE: November 19,2004 TO, Silvio Solomon FMM- Stephen Aloe PHONE: 914/666-9423 FAX: 914/666-9403 RE: RYE BROOK IMHOUSE PAGES QNCLUDING COVER SHEET): I COACYTNTS: Rrgardir�g your fax and the response concerning the water pressure at the firehouse,upon a walk through inspection for the punch list it csrnie to my ati,Gntion that o"c shower body on the socond floor was experiencing low pressure. All fixtures were 0gc'rati0nR1 at that three and no low y.mssure condition was in existence, It is POISible that the showerhead may have becornc clogged. May I remind you that all fixt',ares axe lover waver Comsumption ratzd with showerheads having restrictors and water closets arc only I.5 gallon flush. There is 70 psi,which is in the mid range for water pressure, Cc:Joseph Barry—SULLARCH, Rick Dean—OL,ACE, Victor Ca osi—VRB Dominic Calgi—Calgi'\EMC : �� Nov-19-2004 10:06 From-CALGI CONSTRUCTION 914 666 9403 7-389 a 'Cl/001 F-9E4 CtuGi\EMC CONSUMING GROUP 115 Radio Circle, Ste. 305 / Al \ [= Mt. Kisco, New York 10549 Established 1919 TF-L: '914)666-9423 FAX:(914)666-9403 ViA MAIL&FAX#: 545-635-2977 November 19, 2004 Mr. Andrew Johnson S & O Constr,jcrion Services 11 Charles Street P.O. Box 1379 Pleasant Valley, New York 12569 RE: Village of Rye Brook Firehouse "Tank Monitoring System Repair Notification" CCC PROJECT *22DS GC-S&O-41 Dear Andy, As you are aware the Monitoring System for the Exterior Heating Oil Tank had the alarm on, indicating a possible malfunction. We know that some repair work was done in the field by your mechanics. If the system has been restored please send us a letter notifying that the Tank Monitoring System has been fixed and is now functioning properly. Very truly yours, CALGI CONSTRUCTION COMPANY, INC. i� G Silvio Solomon. PM cc, Joe Barry—SUkk64 914 761-4919), Rick Dean OIACE (914 747-0453�or Carosi - i �4 llage a Rye Brook k -939- 01), i Dominic Calgi - CCC\EMC (914-6fi6- 4 � Nov-18-2004 1T:00 From-CALGI CONSTRUCTION 914 666 8403 T-366 P.001/004 F-AT6 MANSMITTAL No. 00974 116 Radio Cirele.'Ste.305 Phone: 914-666-9423 Mt.Kisco,New York 10549 Fax: 914-666.9403 PROJECT: Village of Rye Brook-New Firehouse DATE: 11/1 S/2004 TO: All Phase Electric REF: E Generator-annunciator 159 Franklin Street wiring clarifications Stamford, Ct. 06901 from supplier ATTN: Anthony Isola 3&1K ARV,,RrN-nlNr-- ACTION TAKEN: ❑ Shop DMWrW Ap ❑ Approved as Submitted Ou"a OU Your use ❑ Approved as Noted ❑ mis ❑ A4 Rqueftd Resumed A$Q Loan ❑ Chop Order Q Rovlow and Common[ C3 Resubmh ❑ Plana ❑ Submit ❑ sawles 4ONT VIAt 11 Ratumad ❑ SP@C&=tkM8 K AtMWW ❑ Ratu nod far Cwomow ❑ Order. ❑ sepum Covar Viet ❑ Due Date: ITEM PACKAGE 5u1DMI1TAL DItAWINll3 REV. ITEM NO. COPIES DATE DESCRIPTION STATUS 001 1 1it1&2004 Wring Diageam and installatitm clarifications from Pcak Power Sysmms for the ArmtmoiaW for the Emergmcy Generator located in the Dispatcher Room Remarks:please have the wiring installed as recommended and notify us when and if the annueietor is indicating when the generator is running. i gMV.Carosi-VRB, SIped: J N9 Dominic - algiVEMC Silvio Solemon,PM LV.WW ,® Nov-18-2004 17:01 From-CALGI CONSTRUCTION 914 666 0453 T-386 ? oUUN4 r-5Tb PEA K POWER SYSTEMS 99 Sara�.'2AveRv!, lfiddl�:o'.'�r,, NY 709Y0 Phone, �y5.3��19�3 F2x:845-3�3-1979 Generator Safes, Service & Rentals Date: �J�I 6- 4 U t7l, . - -- company; r"ro:n: Nur-bar ofE Pages: f,Z,c_ucir.� cava� sheet) RE., tIN�UiJc' r- d►�!!►�,.tQ ti � r.'A 6 o a U I h e S Cb-4444 CL Cc, At b4 0 0%of 4 Ce6%&a4- 1. G y AJX �J4!�2. ��►d�,i� o r- O �S C L,t) t r..-CJ T+'l��..� `�er+K_I.PI�'G Ce n�`t-�--tA f 3. Art &JI1/ � Vic Flo cAar.k ,4 d Nov-18-2004 17:01 Fran-CALGI CONSTRUCTION 814 666 5403 T-386 P-003/004 F-875 r PZ r K L7 Fm 1 u � � 4 ^� Z� M1 NN a in a i N hy�i ° WC3 Loll R u o ; w o Q 16 f � I l I 1 I r m N loll' C Cp CU 3 U NolBZOk 1732 From-QmICONSTRUCTION 9149E94g 5#6 R:w4a P§2 �i L ; OR § 2 2 }J $ uu � _ | � 2■ 32PQ | s / GL 2<. § § �Li/ � c o ■ _ � . \ . a! { - 6 S � • � � / i , _ m ■■ -k § • ti ■ � _ z £�� ■ e = m f�;. � | � § all Rye Brook Fire House Items December 1, 2004 Basement Door to electrical room doesn't latch or lock Boiler room door doesn't latch or lock Water on boiler room and storage room floors Elevator machine room door doesn't latch or lock Door from stairway to basement doesn't close properly Light fixture lens missing in boiler room and elevator room First Floor Front doors do not close properly and are hard to open Women's bathroom door doesn't close properly Sprinkler cap missing in training room Contractor's mess in closet of training room Cord hanging from ceiling in closet of training room Missing light fixture lens missing in apparatus room Door from lobby to apparatus floor doesn't close properly Door from the apparatus floor to the outside doesn't latch closed Window in door from watch room to apparatus floor has a gap between frame and the glass Day room bathroom stall door and frame about to come detached from wall Water leaking from under overhead doors to apparatus floor Apparent leaks from plumbing upstairs over apparatus floor Unsecured waste pipes behind stanchion in apparatus bay Jerry rigged air intake from cascade machine for outside air Taped over electrical boxes on ceiling of apparatus bay Vehicle exhaust hoses need to be adjusted to the apparatus Paging system still inop. Second Floor Paint stored in future expansion room Poor Water Pressure Water leaking from shower stall Door leading from dorm to bathroom hits shower stall door Smoke head in bathroom activates setting off fire alarm while taking a shower Improving your workspace Septembar 20, 2004 Mr. Sylvio Solomon, Project Manager D E tUf 8 U E Village of Rye Brook Village Hali 938 King Street SEP 2 0 2004 Rye Brook, NY 10573 VILLAGE OF RYE BROOK Subject: Nederman Exhaust System BUILDING DEPT. Dear Mr. Solomon: Mr. Jim V,/ischhusen, of J&G Industrial, has advised that you have a temperature concern regarding the close proximity of hot water unit heaters to the Nederman Rails at the Rye Brook Exhaust installation. The temperature ratings of key Nederman Rail components are shown below: 1) MagnaRail rubber— 302 °F 2) Blue Trolley composite material —302 °F 3) Rail Aluminum — 750 OF Jim advises that the maximum unit water heater temperature is 160 OF. Since the temperature ratings of the Nederman components are well above the unit heater, there shouldn't be any problems. I can be reached at 800-575-0609, ext. 204 if there are any questions. Respectfully submitted. 44t'l- �/� John Lyle, PE Nederman, Inc. Cc: Jim Wischhusen, President, J&G Industrial Michael Murphy, Regionai Sales Manager, Nederman Inc. NEDEAMAN, INC. www.nedermanusa.com Telephone: (734) 729-3344 39115 Warren Road (800) 575-0609 Westland, Michigan 48185 Facsimile: (858) 729-3358 Sep 13 2004 1 : 27PM HP LRSERJET FRX �1 p. 1 FIRE SYSTEMS, INC. Specializing in t"e design and service of - SECURITY,FIRE ALARM,FM-200,XW,SOUND&COMMUNICATIONS SYSTEMS UL LISTED CENTRAL STATION REPORTING SERVICE Serving the Industry Since 1966 TELEFAX COVER SHEET Total pages: 4 Including cover page DATE: 09/13/2004 1AME: Victor FAX NO.: 914.9395801 COMPANY: RYE BROOK FIRE HOUSE LOCATION FROM: Bob Werlau RE: NFPA-72 Victor: Attached is a copy of the NFPA-72 for the Rye Brook Fire House. Than u Werlau TWEI VE OAKS R1'-:INFSS PARK•--171 MORGIA'N I..A.XF,UNIT 105 WEST HAVEN.(.706516 i={!O.F (203)934-8044 -6AX (203`934-099 Adn-dnistretiveOffiice: I04$RADY AVENUE- HAW1'Ii0RNE,NY 10532 Phone(9141)?69-8900 AL EWNY-HAWTHORNE-SYRAC:USE-WEST HAVEN,(11' Fax Gavel Sep 13 2004 1 : 27PM HP LRSERJcT FRX p. 2 Fre-Alarm Syv�rr Rei=rd of Compietia- "'!rune of a.'vCQCCC3C!Prc•Ptr,�,, op- 110-1 --- ��rz2attve aF ncret ro Px'� p irei�l'nar.nz`phc.nr.1= tuUrJVri lia,rngJur's`il iori - -' .�ddra�e.ftaicphouc nr:raber._ _ --- �. A�fON PP? 7Z Chapter 3 -Luw1 IPalrrrn la t:zuixi utred to"`tiav(s!cff prE�niaw-Ast Svhare recai ra3 rPPA 72, Chapter 3 —Em�rcl•�stry Faiaei?►larr.�Service QlrrAntity of voicalaiurrn rblulcaeLs. _ Smgle -Multiple: _. . �arntlt,��of s�c�,kers :nstaU�,i Qu�nurP of alaeadre:warns: Q'JWWty oftelrrpame6 orteleoh --je is iaciuded in s+.-3Tr_.aa: NFRk 72, ti Empter —: rtxill�j. inllfcsce type of Qnnraacwn., Local exxr• Shunt ParaLe.t acLepYxirxs Locat(aa a?IPN-Plhone "=Der:ar_ecelpt o°afgr,ais: �._ Nd?'PA 72.CbaPtw j--l wnotw 5mtinh - St�arK6sor•r NFPA 72 Chapter Prvprietn�_r If dlrrnss are miransmd_ud m public flee servlre .orn`nLwJCatiorw cen---ers cc cth" wdicaie kcanwo and. rel�pfaor�t:zsnrber9 of tfu ar�.rtLscen recaivfrg rs;arm� _ ICKWAse haw al.artn is rctransasi-.tSd: NF 4 72. Chapter 5—Central S•toci;,n Prime c:yrttt cc--3r' ca=ai Antion km-don:! _ hIwuas of cransarasston o:sigr=4:xnm.he prz=t:ad pr irlswi tc t:e cer7aal s-.a�urL mea am, A:lrl.pkx ;)r.�-it^8j ra�ito 1--'Iwval ajac-:r cornmu is-910r Twv-way-adia C-thee Means 04 2-6L1,L s,a.e Pu►bilc dm seryim,crrrnuaj:zt3crs center Copyright l rl F A /�� Sego i3 2004 _ : 27PM HP LRSERJET FFX c . 3 RsXprva�wnfstL�y r+8�t.phune Zasia7l� +, hire Syatene, Inc. 2A3-93446 T- 5�--ice�ry�ari,ca:laa . Fire :lr�cem_g, Inc. .: — a I-caticr of mcard',ag-buiW drltaiaW.. 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NY 10573 (914)939-0753 Phone ENGINEERING (914)939-5801 Fax ' Memo Ta Chris Bradbury From Victor G. Carosi, P.E. l� CC: Michaellzzo r Chief Robert Santoro Date: August 27, 2004 Re: Abandoned 50-gallon drum 940 King St A 50-gallon drum has been discovered at 940 King Street. The drum is rusted, dented, and does contain a liquid. Its contents are unknown. The Department of Environmental Conservation, DEC, has been notified and a spill number has been assigned, #0405820. No further information is known at this time. The DEC is to follow up with my office. At this time,the drum is located near the dumpster at the rear of the fire house at 940 King Street. 1 0%4 1.2 r,2"7 �A Doss -dtib � �� ✓ "' ""°D _ _ _ a6 -c o — b t69 1, �:,^ -; i --_-. _.,t r-v..r. --- - . ---'-_-- --- ----_-- j --�-�- ------- -c --'---- -- -- • v - � IB GAF Lopiee=, '. RIDGEDISTINCTIVE , 1 Pei ect Fi n.ish 1 � 1 wed ,.....a Rf�hT® EQUOI�A To it cli ng For Your New Roo 07 Ofloullld Be h = r, ,z E A Distinctive Ridge Cap Shingle Will: Accentuate the natural beauty of your r newly installed architectural shingle roof(or even add dimension and depth tooxmwexW a strip shingle roof) - Insure multi-layer protection at the highest-stress areas of your roof(the hips and ridges) - Provide a striking and higher quality -- - alternative to using cut-up strip shingles as your ridge cap. Timbertek'Distinctive Ridge Cap Shingles are an integral part of the _ Weather Stopper-5-Part Roofing System—the best and safest choice for �=_ protecting your most valuable asset.The Weather Stopper Roofing System has also earned the prestigious Good Housekeeping Seal,which means that Good Housekeeping stands behind - - the products in this system. (Refer to Good Housekeeping maguine for its consumer protection policy.) - - G -ng 1 1 14 hankas „`- "°"°`K~ visit us at www.gaf.com - -?; _�_ ( ) - arra TIMBERTE.X Inducks se f-S i DPSTINCTIVE RIDGE CAP SHINGLES Ec5ier to ft Weather Homeowner's See What TOWBERTEX Stopper Mart Best Choice Can Do For Your Roof! Roofing SySteln a Looks Grea L!.High profile design creak~a _ d� inure t1isfinrtve look 0 .SWS In Plaee...Now includes DuraGrip° t i.L-Em URRIER self-sealing adk-ave to help ppmvent bl(Av-off-- W a t'er W'atcV JW st®m6uae are the Lven withstands strong gale force winds and ` 4_- Anete feat i3aw!Trey pmrek extra driving rains - protectiee 1 WeWrable areas Re ewers, o Rig&Color..Dc-,igned to complement the n rakes,ValLPys,cAiEWA,wed skyti fs, (;olor of%tour roofs shingles 2.ROOF DECK o Pewee Of Mind—When used with GAF PROTECTION es,Tnnbertcx wind warranty matches the ) shingle—Nate`Rnat Deck Pref+xtfDll wm warlant<of the frAF shingles installed on i-,- k*Offer for a betterleokilg W. the same roof,up to 110 mph!` lb the w.pret4am Eeatherh r Rent Deck Protection�;a great alfermlire.) Professionaigs Be 3.QUALITY SHINGLES st Choice Including Timberline',tt-'0-seAing • des Labor..Pre-scored design with 8" architectural shingles in America— LV)Sure means no difficult cuts and fewer 'ow safest choice in rooting, piects to install from the name h,omeowoers have o Hi&st QUWit.»Rci dorced trasko since 1636! Micro WeaFem Core provides exceptional 4.EFFECTIVE ATTIC sirtmknh to re-4st cradd% VENTILATION a Easier To htstall».Made nith Alain sbor'l WHER•l-W Ridge cap War(cal or hard pfa6e)ad pohuw-mot$ficd sphalt,So 12%rrs ale'sturdy Shingles shown on a'1'imberlure'moo !faster Flow-Ventilation Praftis and strong,%,o hcnd easih,to hug the ridge brie Inver Sbot Same nxN before'11MAXI LW twelp profixt aomf prematm mot !WAUUWrrmrt_forcoo7pkerrxt7WandndrrGionc ridge uyshingle, ,rc•vdded delerioratmn jwhea used in a p-rnaerld fla MK*d read Awn sates). s.DfSTMTWF Norrilinat Product Multi-Layer Protection RIME VAP Will- .S Specifications For Your Home! T1YBERTFraW Pxins'W' s gzch bundle covers a ri vitel'20linear feet '�' s"'tHMES tlsifw6w Rdit Cap shims eahasre I -_ ,-. ASPHALT the appearame of crow h6W wttiie e 5 bundles cover approximately 1001inear beet .WW*agaialst ia&at 6te a*11W. — CORE 150 pieces per 10(l linear feet od'cmrrage i-� ASPHALT O Rated Class A b)1.1,when installed with�f Ll Class A shingles AHAHLLEs And ASPULI o Passes CZ 997 110 ITph wind test con 1 1 1 Safest -Now. Meaaue vmr rnnf s ndges'h In and dnnuers for quanuir ASPHALT needed An average lslni square f"house Uses atgrr1)v111xdV _ I)Wien feet of TIMBEFaFC'ibawtve ndge rgr�dugles. __ +` AoHeslve =A Quality You Can Trust Since 1686... from North America's Largest Roofing Manufacturer GWMATEFGALS CORPORATION 0 2002 GAF Materials Corporation 8102 RESIR102 Iy—j •panon»uw!jdtoua;v a;eax�i a pue palild -uap>uaaq ttq anwaad&Lp jo uaq�adsu:In'ci c un l 9 sniS angtuu ioII OQ:�u�� SaI J -op�dsui �vauidmba mnd ;ear ipm daaa I i m 3upy- noid tr-.auan j ] a inba o!popwd A u^od( I AIgucasst a Maoax punai2iapurl L l I I Irmd 9,1twiA&S w3r;fs m'"(V I I [ I A.I.VJ a-,!'uas I l •apo, Saulaat3 1nmgsH aq{Yiut»vecfduwoa ur aq o{Puno3 are Moiaq PaL"P ewai*aqi puc'papadsui naa tey Io( ) L I )OOU 1000 PIE I I I I aP!sino -1009 PK I ) 40 isyno4 aw�papexi{ pue'pa{ajdma�sa>:;os Bu �v»a13 PV r. B aa� cR apt dy .C�z�tsiaag;o a� sxa;ixra�capt>ER 13 3v P"O ff VOx k Max � 'd btrTT 896 (;OZ dwuH I SUOI dET :LO Co It 2nb TC7M/OCcn7 77.00 Cr]G17/7T 100 bts/bVl Ll7l9J LJ.J7 O4;JOL1 U7V4 '" --' --- _ 9 _ INSPECTION REPORT ❑yjuaQe Engineer VILLAGE OF RYE BROOK Building Inspector 938 Idng Street. Rye Brook. New York 10673 p Code Enforcement Officer (914)939-OM Fax(914)939-6801 Building Department An inspection was conducted a� � �t rJ on for the below chocked purpose(s). ❑ Violation Found (see Notes) Notes On Inspection: ❑ Footing ' O Foundation ❑ Rough Carpentry Rough Plumbing ' ❑ Insulation D Final Plumbing — ❑ Final ❑ Other The work is Passed ❑ Rejected r�vi.� vrvi I ivicwbagv v mW •�s� • •,• . Subj: rye brook firehouse Date: 12/15/2003 4:39:20 PM Eastern Standard Time From: "Joseph Barry" <jjb@sullivanarch.com> To: <Sscalgicm@aol.com> Cc: <htobs@olace.com> Sent from the Internet(Details) Silvio- Please have Marquise notify our Structural Engineer through this office when all repairs to the framing have been met. This notification should be accompanied with photographs that indicate each repair. This will be reviewed for compliance. A site visit by the Engineer may or may not be neccessary. If satisfactory,written acceptance will be issued to you for distribution & coordination with the Building Inspector. -JJB Sullivan Architecture, P.C. Joseph J. Barry 115 Stevens Avenue Valhalla, New York 10595 (914)747-4004 (914)747-4919 fax 'pb@sulliv_anarch.com http://webmail.aol.com/fmsgview.adp?folder=SU5CT 1 g=&uid=799703 5 12/16/2003 LJLI.• J•LVVJ 1 Zvi ii � ..v .�..,� �. .... _..-. • 1 r111'^�Y_ 1,1n111 \n',`r1,//n/ I' E V E &' D E A LY N C H D r 0 EC - 4 2003 li A'l9ATTI S T A i CONSULTING ENGINEERS VILLAGE OF RYE BROOK BUILDING DEPT. F"MEMO COVER TO: FROM: SILVIO SOLOMON HELM UT JOBS COMPANY: DATE: CALGI INC. Dec. : 2003 NO. OF PAGES INCLUDING COVER: 914-939-8233 10 PHONE: PROJE3T NO.: 914-666-9423 NSPC D024 SUBJECT: CC: VILLAGE OF RYE BROOK JOE E,ARRY FIRE HOUSE 914-7-17.4919 COMMENTS: I AM SENDING YOU THE FIELD INSPECTIC N REPORT AND THE ASSOCIATED SKETCHES FOR THE REMEDIES OF VARIOUS STRUCTURAL CONDITIONS, NEW YORK - DALL/,S 50 Broadway Hawthorne, New York 10532 tel 914.7A7.28C 0 fax 914.747.0453 www.olocexom 1' 01' D E A LYNCH ' 1 A;BBATTISTA CONSULTING ENGINEERS FIELD OBSERVATION REPORT PROJECT: RYE BROOK FIRE HC USE PROJECT NO.: NSPC0024.00 • •JDATE OF OBSERVATION: 12/2/03 :'OBSERVERS: HELMUT JOBS - OLA:,E JOHN OLAM- MARQU,SE CONSTRUCTION CORP. SILVIO SOLOMON -C ALGI INC A STRUCTURAL SITE VISIT WAS PERFORMED ON THE ABOVE DATE. THE ROOF WAS APPROXIMATELY 99% FRAMED ROOF SHEATHING WAS NOT INSTALLED YET. FRAMING INSPECTION: 1) A) THE RIDGE CONNECTION ABOVE THE MEETING ROOM HAD A SAMPLE OF THE LVL RIDGE HNNGER ATTACHED BUT NOT FASTENED PROPERLY. MARQUISE SAID THEY WILL ADD THE PROPER NAILING PREVIOUSLY DISC JSED. B) THE ADJACENT 2x12'S WHERE MISSING THE LIGHT FRAMING ANGLES AT THE RIDGE. C) OLACE INSTRUCTED MARQUISE TO INSTALL ADDITIONAL BUILT UP COLUMNS UNDER THE SUPPORTS OF ALL BUILT-UP LVL BEAM I OCATIONS. 2) A) MARQUISE REPLACED THE SHC RT LVL BEAMS THAT FRAMED INTO GIRDER TRUSS "RB1GR "WITH LONGER BEAMS. B) MARQUISE WILL ADD SOLID BLOCKING UNDER THE BUILT-UP LVL BEAMS FRAMING INTO GIRDER 1 RUSS "RB1 GR". 3) A) THE RIDGE BEAM STEEL SUPPORT BRACKETS THAT ATTACHES TO GIRDER TRUSSES "RB2GR" AN3 "RB4GR" WHERE INSTALLED NEW YORK - DALL/ S 50 Brbodway Hawthorne, New York 10532 tel 914747 28C0 Fox 914.747.0453 www.oloce.com I 2 i City' D E A I; LYNCH 11 A!B 5 A T T I S T A CONSULTING ENGINEERS WITH BOLTS. GLACE INSTRUCTED MARQUISE TO REPLACE THE % BOLTS WITH %" BOLTS AS CALLS D FOR ON THE TRUSS SHOP DRAWINGS. B) AT TRUSS GIRDER RB5GR OLA"E WILL PROVIDE SKETCH "SK- 32" TO MODIFY THE STEEL BRACKET. THIS WAS NECESSARY BECAUSE THE 16"I_VL BEAM WAS INSTALLED LOWER THAN THE DRAWINGS SHOWED. I 4) OLACE IS TO CHECK THE CONNECTIONS OF THE LVL RAFTERS FRAMING INTO THE 3 LVL BUIT-UP. RIDGE BEAM. SU13SEOUFNTLY TO THE SITE VISIT IT WAS DETEF MINED THAT AN ADDITIONAL 5" LIGHT METAL FRAMING ANGLE V%ITH A MINIUM OF 3 NAILS PER LEG MUST BE ADDED TO EACH S DE OF THE LVL RAFTER. THIS REQUIRMENT IS ONLY FOR THE RAFTERS THAT SPAN APPROXIMATELY 26' INTO 3 LVL RIDGE BEAM BETWEEN TRUSS GIRDER "RB2GR" AND "RB4GR". 5) A) THE TRUSS REPAIR AT APPF,;OXIMATELY 14' EAST OF THE NORTHWEST CORNER OF THE BUILDING WAS SCREWED TOGETHER AND NOT NAILED. OLACE INSTRUCED MARQUISE TO NAIL THE TRUSSES TOGETHER AS SHOWN ON THE TRUSS MANUFACTURERS I RUSS REPAIR DETAILS. B) CALGI WAS INSTRUCTED TO PROVIDE OLACF PHOTES OF ALL THE TRUSS REPAIRS 6) THE LVL RAFTERS THAT INTERFEER WITH THE STEEL HANGERS AT TRUSS GIRDERS ARE INADIQU)%TELY SUPPORTED OLACE WILL PROVIDE A DETAIL TO SUPPORT THE LVL RAFTERS AT THE BRACKET LOCATIONS. SEE SKETCH "SK-31" . 7) THE FRAMING IN THE SOUTHEAST CORNER OF THE BUILDING WAS NOT IN ACCORDANCE TO PLANS_ OLACE WILL PROVIDE A DETAIL TO REVISE THE FRAMING. SEE SKETCH "SK-33. NEW YORK " DALLI S 50 Broodwoy Howthorne, New York 10532 tel 914.7A7.28C0 fox 914.747.0A53 www.oloce com 3 0;' DEA LYNCH A,bBATTISTA CONSULTING ENGINEERS 8) MARQUISE INSTALLED 2-2x12 HEADERS AT THE SOUTH ENTRANCE DOOR OPENING IN LUE OF 2—11 '/.' LVL HEADERS CALLED FOR ON THE PLANS. THIS IS ACCEPTABLE-'0 OLACE. 9) THE FLITCH BEAM ON THE WEST SIDE OF THE DORMER DOES NOT TERMINATE AT THE SUPPORT WALL ABOVE THE MASONRY BEARING WALL. MARQUIST WILL. IPIVESTIGATE, NEW CORK DALL/ S 50 8roodwoy Hawlhorne, New York 10532 tel 91d.7d7.28CO fax 914.747.Od53 www.olace.corn 4 �I O!' D E A I; LYNCH I; AibBATTISTA f CONSWING ENGINEERS i APPERATUS BAY SLAB ON GRADE INSPECTION: 1) A MEETING WAS HELD BETWEEN MARQUIS, CALGI AND OLACE REGARDING THE APPERATUS BA) SLAB PREPARAT ION. AT THE TIME OF THIS VISIT THE POLY VAF OR BARRIER (POLY VB) WAS LAID DOWN ON THE SUBGRADE. 17 WAS LAID OVER ALL THE CONDUITS AND VENT PIPES. MARQUIS RAISED A CONCERN ON THE POSIBILITY OF A CRACK OCCIJRING AT THE VENT PIPE LOCATION. MARQUIS RECOMMENDED THAT A CONCRETE HAUNCH BE INSTALLED UNDER THE VENT PIPE LOCATIONS TO MINIMIZE THE POSIBILITY OF DEVI=LOPING A CRACK. IT WAS MARQUISE AND OLACE BELIEFE T IAT IF A CRACK OCCURRED AT THE VENT PIPES THAT IT WOULD IJOT BE A STUCTURAL PROBLEM. HOWEVER, THE SERVI XABILITY OF THE SLAB MAY BE COMPROMISED. 2) OLACE HAD CONCERNS WITH THE DRAPING OF THE POLY VB OVER THE PIPES AND CONDUITS. THE POLY WAS TAUGHT AND WOULD CREATE VOIDS AROUND l H E PIPES AND CONDUITS THAT ARE IN THE SLAB. 3) SUBSEQUENT TO THE SITE MEETI VG WITH MARQUIS A MEETING WITH THE ARCHITECT WAS HELD,kNID IT WAS DETERMIND THAT OLACE WOULD DEVELOP DETAILS ON HOW THE POLY VB SHOULD BE LAID ACROSS THE VARIOUS C()NDITIONS OF CONDUIT AND VENT PIPE THAT WILL BE CAST IN.THE CONCRETE SLAB. SEE SKETCH "SK-30" 4) THE B" CONCRETE SLAB MUST BE MAINTAINED THOUGHOUT THE ENTIRE AREA. THE CONDUITS AN)VENT PIPES MAYBE WITHIN. NEW YORK ■ DALL/.S 50 Broadway Hawthorne, New York 10532 tel 914.747.28C0 fox 914.747 0453 www.oloce.com LK-t- J.GUCIJ 1'f_JI 1 1 I, 5 • i 1! O'' DEA II' LY N C H l' A'SSATTISTA 1 CONSULTING ENGINEERS INTERIOR STAIR INSPECTION: 1) THE STAIR LANDING WAS NOTAT'ACHED TO THE MASONRY WALLS PER THE SHOP DRAWING AND THE ENGINEER SKETCHES THAT FOLLOWED. TH = CONNECTION OF THE STAIR STRINGERS TO THE LANDING WEF:E ALL DIFFERENT AND NOT IN ACCORDANCE TO THE SHOP DRAI VINGS. THE DOUBLE 3"ANGLE COLUMN THAT THE SHOP DRAWINGS CALLED FOR WERE NOT INSTALLED. THE CONTRACTOR ELECTED TO REVERT BACK TO THE CONTRACT DRAWINGS AND 114STALL THE 3 W TUBE COLUMN CALLED FOR. 2) OLACE INSTRUCTED CALGI TO FIX ALL STRINGER TO LANDING BEAM CONNECTIONS,AND TO INSTALL THE LANDING SUPPORT BOLTS PER SKETCHES AND SHOP DRAWINGS. i NEW YORK ■ DALLA S 50 Broadway Hawthorne, New York 10532 tel 914,747.280) fax 914,747.0453 www.cloce.com LC---. J.GCAGJ 1 JW I 1 G l-L 1.V1 JIJL 1 11 iV LI 1V1 1 v• I ,Jot ti+ml:- 1Y tr i✓�livv .1 • .at r ,. Nair: a 2'(� ��`3 J ,^ ADC 4i IIiiA lhilfl J[Iv DatC ' I j dvu(741�1 AWO Y / 5 6o I 2 w y r � Y�3 top KC. f I I ti 09 x x COND Co K 17r �'C jr AP-0 G4 A Gvoa I lZY4C- (LA'lH (CIN4fff J µ�cvP ! ' 0�1 ✓EN f" �rP�. j — -LAP— h a G G 1~ A d LWJ�/]-1 JVI 1 LLI"1 �.tl��JVL 1 JI N LI NI♦ ..v. . . .v VTW . ,lal I �. - aa�m. Z.- IN G'DEA l C N t N (Nh-,I tl!' .� DJ1C l�?�O Kff �, cDG4Ttr3ro i 3G1•o s�pr 14 I - l3Lt�G�rcu6ti i - o 1 I ~ I • 01 z 4 I i 1 3 ' oc4Oi o i 1 �� 6 A A A i ed r7 'I --f- O - - i I eirc ::1kN]II1�Nli f.:M.11 �a � £�s I �°n�t ova ��. �.�a�,��•:�- ♦1 1� 1 _._1 n-]•nl 1 �,n]1� c>•�i1 1 v]rL N^] u-In^7/^ham— �i I 2—%N -AiA b '7q' • 1 J(]C.r CM 7•C '17lT • � - � Saes I � r�� x'Z 7 �d - I QVS C7b enAl40 /i � I 4 X S03 Klb v, Vr3 QN��rILOr LO�pbJ2p0Pb�}1 �yNt)u Or t LS 133.'y ------- so II', � II q 111 I I - - - - - I i O(U.5 7NIfT� D JD_9W1sZ -'— N N -� I � N N 1 I 2 W ---- 11 t vo-Z , 777 �O.0 ll l,A _ 1 z'IkZ-L---- __ H ' I-•� I I ' I ;:al '16%lic ' ;W01A LYNCH All MATTISTA CONSULTING ENGINEERS FAX/MEMO COVER TO! FROMs SILVIO SOLOMON HELM JT JOBS COMPANY; DATE: CALL) INC. NOV. '►,2003 NO. OF PAGE'S INCLUDING COVER: 914-939-8233 2 PHONE: PROJEj'T ND.: 914-939-1121 X 122 NSPC 3024 SUBJECT, CC: VILLAGE OF RYE BROOK JOE E ERRY FIRE HOUSE FAX 9 14-747.4919 COMMENTS! I 'AM SENDING THE FIELD REPORT FOR MY 11-5-03 SITE VISIT. Rlwt 5;c NEW YORK m PALL,►$ 50 Broadway Hawthorne, New York 10532 tel 914.747.2800 fax 914.747,0453 www.olace,com i 1 O'` DEA LYNCH ' All BATTISTA CONSULYJNG ENGINEERS FIELD OBSERVATION REPORT PROJECT: RYE BROOK FIRE HO')SE PROJECT NO.: NSPCO024.00 DATE OF OBSERVATION: 11/06/03 REV OBSERVERS: HELMUT JOBS -OLACE JOHN OLAM- MARQUISE CONSTRUCTION CORP. SILVIO SOLOMON -CALGI INC A STRUCTURAL SITE. VISIT WAS PERFORMED ON THE ABOVE DATE. THE ROOF WAS APPROXIMATELY 75% FRAMED, ROOF SHEATHING WAS NOT INSTALLED YET. 1) THE RIDGE CONNECTION ABOVE THE MEETING ROOM WAS DISCUSSED WITH SKETCHES DRAWN SHOWING HOW TO FABRICATE THE HANGER FOR THE LVL SEAMS. 2) MARQUISE WILL REMOVE 2 LVL BEAMS THAT ARE FRAMED INTO GIRDER TRUSS "RB1GR" AND REPLACE THEM WITH LONGER LVL BEAMS SO THEY BEAR ON ALL 3 PLY 1 OF THE GIRDER TRUSS. 3) THE RIDGE BEAM STEEL SUPPORT BRACKETS THAT WILL BE ATTACHED TO GIRDER TRUSSES "IIB2GR" AND "RE34GR" WILL BE MODIFIED TO ACCOMMODATE TH= INSTALLED CONSTRUCTION CONDITION, THIS CHANGE WILL ALSO ALLOW A 6 BOLT CONNECTION TO THE GIRDER TK USS IN LEU OF AN 8 BOLT CONNECTION. 4) AT THE EAST END, GLACE: INSTRUCTED MARQUISE TO PROVIDE A HANGER TO TRANSFER THE INSTAI,LED 2x8 CEILING JOIST LOADS TO THE 2 LVL16" BEAM. AT THE DOF,:MER THAT IS LOCATED ABOVE THE CANTELEVERED PLANKS, OLA(,E INSTRUCTED MARQUISE TO ATTACHED THE WALL FRAMING T:) THE 2 LVL ll% BEAM TO TRANSFER THE ROOF LOAD OFF THE PLANKS AND INTO THE LVL BEAM. 6) IN THE DAY ROOM THE HEADERS FOR THE 10'+/- WINDOW OPENINGS THAT ARE SUPPORTING THE ROOF FRAMING WERE FRAMED WITH 2-2x12 AND NOT 2 LVL. 11%" AS CALLED FOR ON THE PLANS. OLACE INSTRUCTED MARQIJISF TO ADD AN ADDITIONAL 1 LVL 11 Y," BEAM TO THE EXISTING 2.2:(12 HEADERS. J� I NEW YORK a DALLAi S 50 Rroodway Howlherrie, New York 10532 lei 914.747.280) fax 914,747.0453 www.oloce.com 1 i 0 A CH A16AATTISTA fO{45LflTING ENGINEERS PAGE 2 OF2 6) BROKEN TRUSS WED MEMBERS WILL BE REPAIRED WITH 2x6 DF#2 MATERIAL NAILED PER THE TRUSS ENGINEER'S REPAIR NAILING SCHEDULE, 7) OLACE GAVE DIRECTION TO CALGI IN PENNETRATING THE BOND BEAM BELOW THE FIRST FLOOR PAANKS FOR MECH. AND ELEC. RUNS. 8) THE CITY ENGINEER HAD A CONCFI W REGARDING THE 2ND FLOOR WALL CONNECTION TO THE PLANKS FOR WIND LOADING. OLACE WILL INVESTICATE AND REPORT BAC K TO CALGI. NEW YORK 0 DALLA S 50 Broadway Hawthorne, New York 10532 lel 914,747.280) fox 914.747.OQ53 www.oloce.com Village of Rye Brook Fire House D E C E I V E SECTION 06100-ROUGH CARPENTRY OCT 3 1 2003 PART 1 —GENERAL VKM OF RYE BROOK BUILDING DEPT. 1.1 DESCRIPTION Section specifies wood blocking, framing,sheathing, furring,milers,sub-flooring,rough hardware,and light wood construction. 1.2 SUMBITTALS A. Prefabricated wood truss shop drawings showing framing connection details, fasteners, connections and dimensions. B. Manufactured structural wood products specification data sheets. C. Product Design Criteria 1. Loadings for design a. Initial handling and erection stresses. b. Dead and live loads as specified on contract drawings. C. Other loads specified for member where they are applicable. d. Deflection of prefabricated wood trusses shall be limited as follows: 1) Vertical Live Load-Span/240 2) Vertical Total Load-Span/180 Design calculations of prefabricated wood trusses shall be performed by a New York State registered Professional Engineer and submit to the Engineer. 1.3 PRODUCT DELIVERY, STORAGE AND HANDLING i_ 06100-1 ROUGH CARPENTRY 1_ lira A. Protect 1girp r, ther products from dampness both during and after delivery at site. �' Ca i C TMu Br.. Pi1ejFVinb4ppp stacla, in such manner as to provide air circulation around surfaces of each C. Stack plywood and other board products so as to prevent warping. D. Locate stacks on well drained areas, supported at least 6 inches above grade and cover with well ventilated sheds having firmly constructed over hanging roof with sufficient end wall to protect lumber from driving rain. 1.4 APPLICABLE PUBLICATIONS A. Publications listed below form a part of this specification to extent referenced. Publications are referenced in the text by basic designation only. B. American Forest and Paper Association(AFPA): National Design Specification for Wood Construction WCD Number 1-88......Manual for House Framing C. American Institute of Timber Construction(ATI'C): A190.1-92.....................Structural Glued Laminated Timber D. American National Standards Institute(ANSI): B18.2.1-96....................Square and Hex Bolts and Screws B18.2.2-87(R93)..........Square and Hex Nuts B18.6.1-81 (R97)..........Wood Screws E. American Plywood Association(APA): E30-1996......................Design/Construction Guide-Residential and Commercial F. American Society for Testing And Materials(ASTM): A47-99..........................Ferritic Malleable Iron Castings ROUGH CARPENTRY 06100-2 Village of Rye Brook Fire House A48-94..................................Gray Iron Castings A446/A446M-91 ..................Steel Sheet,Zinc-Coated(Galvanized)by the Hot-Dip Process, Structural(Physical)Quality A653/A653M-96..................Steel Sheet Zinc-Coated(Galvanized)or Zinc-Iron Alloy Coated (Galvanhealed)by the Hot Dip Process C954-98................................Steel Drill Screws for the Application of Gypsum Board or Metal Plaster Bases to Steel Studs from 0.033 inch to 0.112-inch in thickness C1002-98..............................Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases D 143-94................................Small Clear Specimens of Timber,Method of Testing D 1760-96..............................Pressure Treatment of Timber Products D2559-97..............................Adhesives for Structural Laminated Wood Products for Use Under Exterior(Wet Use)Exposure Conditions D3498-99..............................Adhesives for Field-Gluing Plywood to Lumber Framing for Floor Systems F844-98................................Washers, Steel, Plan(Flat)Unhardened for General Use G. Federal Specifications(Fed. Spec.) FF-B-588C(1)...............Bolts,Toggle And Expansion Sleeve, Screw FF-N-105B IN'T AMD 4 Nails, Brads, Staples And Spikes; Wire,Cut And Wrought FF-P-395C....................Pin,Drive,Guided And Pin,Drive, Power Actuated(Fasteners i for Power Actuated And Hand Actuated Fastening Tools) FF-S-107C(2)...............Screw,Tapping and Drive FF-S-325 INT AMD 3..Shield, Expansion; Nail Expansion; and Nail, Drive Screw (Devices,Anchoring Masonry) MM-L-736C.................Lumber; Hardwood MM-L-751 H.................Lumber, Softwood 1 TT-W-00571J...............Wood Preservation: Treating Practices H. Military Specification(Mil. Spec.): j MIL-L-19140E.............Lumber and Plywood, Fire-Retardant Treated I ROUGH CARPENTRY 06100-3 Village of Rye Brook Fire House I. Truss Plate Institute(TPl): TPI-1 (1995).................Design Specifications for Metal Plate Connected Wood Trusses J. U.S. Department of Commerce Product Standard(PS) PS 1-95 .........................Construction and Industrial Plywood PS 20-70(R86).............American Softwood Lumber Standard PS 58-74.......................Basic Hardboard PART 2—PRODUCTS kM 5 O1 LUMBER A. Unless otherwise specified,each piece of lumber bear grade mark,stam or other identifying marks indicating grades of material,and rules or stan s under which pr ced. 1. entifying marks in accordance with rule or stan d under which material is pr ced, including requirements for qualifi ions and authority of the inspecti organization,usage of autho i d identification,and information included in a identification. 2. Inspection agency r lum approved by the Board of Review, American Lumber Standards .ttee,to grade species used. B. Structural Members: Sp ies and de as listed in the AFPA,National Design Specification for W Construction ving design stresses as shown. C. Lumber Other an Structural 1. U ess otherwise specified,species aded under the grading rules of an spection agency approved by Board f Review,American Lumber Standards Committee. 2. Framing lumber: Minimum extreme fiber s ss in bending is shown on plans. ROUGH CARPENTRY 061004 Village of Rye Brook Fire House 3. Furring,blocking,nailers and similar items 4 inches and narrower Standard Grade; and,members 6 inches and wider,Number 2 Grade. 4. and Sub-flooring: Shiplap edge, 1 inch thick,not less than 8 inch wide. D. Sizes 1. Confo ing to Prod. Std.,PS20. 2. Size referen s are nominal sizes, unless otherwise specif d,actual sizes within manufacturing lerances allowed by standard under w ch produced. E. Moisture Content 1. At time of delivery an maintained at the site. 2. Boards and lumber 2 inche and less in t 'ckness: 19 percent or less. 3. Lumber over 2 inches thick: 25 r nt or less. F. Fire Retardant Treatment 1. Mil Spec. MIL-L-19140 w' piece of tr ted material bearing identification of testing agency and sho ng performance r ing. 2. Treatment and pe ormance inspection,by an in ependent and qualified testing agency that es lishes performance ratings. G. Preservative Tr ent 1. Do n treat Heart Redwood and Western Red Cedar. 2. reat wood members and plywood exposed to weather or in co ct with plaster, masonry or concrete, including framing of open roofed structures; ills,sole plates, furring,and sleepers that are less than 24 inches from ground; ailers, edge strips,blocking,crickets, curbs,cant, vent strips and other member used in connection with roofing and flashing materials. ROUGH CARPENTRY 06100-5 Village of Rye Brook Fire House 3. other members specified as preservati eated(PT). 4. Preservative treat by the pre ethod complying with Fed. Spec.TT-W- 00571,or ASTM 0. a. U ed. Spec.Table III for members not in con with the ground. b. Use Fed. Spec.Table II for members in contact with the ground. 2.02 PLYWOOD A. Comply with Prod. Std.,PS 1. B. Bear the mark of a recognized association or independent inspection agency that maintains continuing control over quality of plywood which identifies compliance by veneer grade,group number, span rating where applicable,and glue type. C. Sheathing 1. APA rated Exposure 1 or Exterior; panel grade CD or better. 2. Wall sheathing a. Minimum 15/32 inch thick with supports 16 inches on center unless specified otherwise. b. Minimum 48 inches wide at corners without comer bracing of framing. 3. Roof sheathing a. Minimum 23/32 inch thick or Span Rating of 48/24 for supports 24 inches on center. D. Subflooring 1. Under finish wood flooring or underlayment: a. APA Rated sheathing,Exposure 1.panel grade CD. ROUGH CARPENTRY 06100-6 Village of Rye Brook Fire House b. Minimum 19/32 inch thick with Span Rating 32/16 or greater for supports at 16 inches on center and 23/32 inch thick with Span Rating 48/24 for supports at 24 inches on center. 2. Combination subflooring-underlayment under resilient flooring or carpet: a. APA Rated Stud-I-Floor Exterior or Exposure 1,T and G. b. Minimum 23/32 inch thick or greater, span Rating 24, for supports at 16 inches on center. E. Underlayment 1. APA rated Exposure 1 or Exterior,panel grade C-C Plugged. 2. Minimum 1/4 inch thick or greater over plywood subflooring and 3/8 inch thick or greater over board subflooring, unless otherwise shown. 2.03 STRUCTURAL-USE PANELS A. Comply with APA. B. Bearing the mark of a recognized association or independent agency that maintains continuing control over quality of panel which identifies compliance by end use, Span Rating,and exposure durability classification. C. Wall and Roof Sheathing 1. APA Rated sheathing panels,durability classification of Exposure 1 or Exterior Span Rating 24/0 or greater for supports 16 inches on center. D. Subflooring 1. Under finish wood flooring or underlayment: a. APA rated sheathing panels,durability classification of Exposure 1 or Exterior. S_ b. Span Rating of 24 or greater for supports 16 inches on center. i . z ROUGH CARPENTRY 06100-7 Village of Rye Brook Fire House 2. Under resilient floor or carpet. a. APA rated combination subfloor-underlayment grade panels,durability classification of Exposure 1 or Exterior T and G. b. Span Rating of 24 or greater for supports 16 inches on center. E. Underlayament 1. APA rated Exposure 1. 2. Minimum 1/4 inch thick or greater over subfloor. G. Laminated Veneer Lumber(LVL): 1. Bonded jointed wood veneers with ASTM D2559 adhesive. 2. Scarf jointed wood veneers with grain of wood parallel. 3. Size as shown. 2.4 ROUGH HARDWARE AND ADHESIVES A. Anchor Bolts 1. ANSI B18.2.1 and ANSI B18.2.2 galvanized, 1/2 inch unless shown otherwise. 2. Extend at least 8 inches into masonry or concrete with ends bent 2 inches. B. Miscellaneous Bolts 1. Toggle Bolts: Fed. Spec. FF-B-588,Type I,Class A style,or Type H Class A; Style 1 for hollow masonry or frame walls. 2. Expansion Bolts: Fed. Spec.FF-S-325,Group II,Type I, shield with Fed. Spec. FF-B-561, Lag bolt, long enough to extend at least 2-1/2 inches into masonry or concrete. Bolt 1/2 inch unless shown otherwise. ROUGH CARPENTRY 06100-8 Village of Rye Brook Fire House C. Washers 1. ASTM F844. 2. Use zinc or cadmium coated steel or cast iron for washers exposed to weather. D. Screws 1. Wood to Wood: ANSI B18.6.1 or ASTM C1002. 2. Wood to Steel: Fed. Spec. FF-S-107, ASTM C1002,or ASTM C954. E. Nails 1. Size and type best suited for purpose unless noted otherwise.Use aluminum- alloy nails,plated nails,or zinc-coated nails, for nailing wood work exposed to weather and on roof blocking. 2. Fed Spec. FF-N-105. a. Common: Type H, Style 10. b. Concrete: Type II, Style 11. C. Underlayment:Type II, Style 25. d. Barbed: Type II,Style 26. e. Masonry: Type H, Style 27. f. Use special nails designed for use with ties,strap anchors, framing connectors,joists hangers,and similar items.Nails not less than 1-1/4 inches long, 8d and deformed or annular ring shank. F. Framing and Timber Connectors 1. Fabricate of ASTM A446,Grade A; steel sheet not less than 0.052 inch thick unless specified otherwise. Apply standard plating to steel timber connectors after punching, forming and assembly of parts. r i ROUGH CARPENTRY 06100-9 Village of Rye Brook Fire House 2. Framing Angles: Angle designed with bendable legs to provide three way anchors. 3. Straps a. Designed to provide wind and seismic ties with sizes as shown or specified. b. Strap ties not less than 1-1/4 inches wide. C. Punched for fastener. 4. Metal Bridging a. Optional to wood bridging. b. V shape deformed strap with not less than 2 nail holes at ends,designed to nail to top and side of framing member and bottom and side of opposite member. C. Not less than 3/4 by 5 inches bendable nailing flange on ends. d. Fabricated of 0.04 inch minimum thick sheet. 5. Joist Hangers a. Fabricated of 0.063 inch minimum thick sheet, U design unless shown otherwise. b. Heavy duty hangers fabricated of minimum 0.108 inch thick sheet,U design with bent top flange to lap over beam. 6. Timber Connectors: Fabricated of steel to shapes shown. ROUGH CARPENTRY 06100-10 Village of Rye Brook Fire House 7. Joist Ties: Mild steel flats, 3/16 by 1-1/4 inch size with ends bent about 30 degrees from horizontal,and extending at least 16 inches onto&arcing.Punch each end for three spikes. 8. Wall Anchors for Joists and Rafters a. Mild steel strap, 3/16 by 1-1/4 inch with wall ends bent 2 inches,or provide 3/8 by 5 inch pin through strap end built into masonry. b. Strap long enough to extend onto three joists or rafters,and punched for spiking at each bearing. C. Strap not less than 4 inches embedded end. 9. Joint Plates a. Steel plate punched for nails. b. Steel plates formed with teeth or prongs for mechanically clamping plates to wood. C. Size for axial eccentricity, and fastener loads. G. Adhesives 1. For field-gluing plywood to lumber framing floor or roof systems: ASTM D3498. 2. For structural laminated Wood: ASTM D2559. PART 3—EXECUTION 3.01 INSTALLATION OF FRAMING AND MISCELLANEOUS WOOD MEMBERS A. Conform to applicable requirements of the following: 1. AFPA National Design Specification for Wood Construction for timber connectors. ROUGH CARPENTRY 06100-11 Village of Rye Brook Fire House 2. AITC Timber Construction Manual for heavy timber construction. 3. AFPA WCD-number 1,Manual for House Framing for nailing and framing unless specified otherwise. 4. APA 30K for installation of plywood or structural use panels. 5. ASTM F 499 for wood underlayment. 6. TPI-85 for metal plate connected wood trusses. B. Fasteners 1. Nails. a. Nail in accordance with the Recommended Nailing Schedule as specified in AFPA Manual for House Framing where detailed nailing requirements are not specified in nailing schedule. Select nail size and nail spacing sufficient to develop adequate strength for the connection without splitting the members. b. Use special nails with framing connectors. C. For sheathing and subflooring,select length of nails sufficient to extend 1 inch into supports. d. Use eight penny or larger nails for nailing through 1 inch thick lumber and for toe nailing 2 inch thick lumber. e. Use 16 penny or larger nails for nailing through 2 inch thick lumber. f. Select the size and number of nails in accordance with the Nailing Schedule except for special nails with framing anchors. g. Nailing Schedule; Using Common Nails ROUGH CARPENTRY 06100-12 • Village of Rye Brook Fire House 1) Joist bearing on sill or girder,toe nail three-8d or framing anchor 2) Bridging to joist,toe nail each end two-8d 3) Ledger strip to beam or girder three-16d under each joint. 4) Subflooring or Sheathing: a) 6 inch wide or less to each joist face nail two-8d. b) Subflooring, more than 6 inches wide, to each stud or joint, face nail three-8d. c) Plywood or structural use panel to each stud or joist face nail with 8d annual tread nail,at supported edges 6 inches on center and at intermediate supports 10 inches on center. When gluing plywood to joint framing increase nail spacing to 12 inches at supported edges and 20 inches o.c.at intermediate supports. 5) Sole plate to joist or blocking, through sub floor face nail 16 inches on center 20d. t t- 6) Top plate to stud,end nail two-16d. 7) Stud to sole plate, toe nail or framing anchor. Four-8d 8) Doubled studs, facenail 16d at 24 inches on center. f ' 9) Built-up corner studs 16d at 24 inches on center. s # 10) Doubled top plates, face nails 16d at 16 inches on center. ROUGH CARPENTRY 06100-13 Village of Rye Brook Fire House 11) Top plates, laps,and intersections, facenail two-16d. 12) Continuous header,two pieces 16d at 16 inches on center along each edge. 13) Ceiling joists to plate,toenail three-8d or framing anchor. 14) Continuous header to stud, four 16d. 15) Ceiling joists,laps over partitions, face nail three-16d or framing anchor. 16) Ceiling joists,to parallel rafters, face nail three-16d. 17) Rafter to plate, toe nail three-8d.or framing anchor. Brace 1 inch thick board to each stud and plate, face nail three-8d. 18) Built-up girders and beams 20d at 32 inches on center along each edge. 2. Bolts a. Fit bolt heads and nuts bearing on wood with washers. b. Countersink bolt heads flush with the surface of milers. C. Embed in concrete and solid masonry or use expansion bolts. Special bolts or screws designed for anchor to solid masonry or concrete in drilled holes may be used. d. Use toggle bolts to hollow masonry or sheet metal. e. Use bolts to steel over 0.112 inch, 11 gage in thickness. Secure woods nailers to vertical structural steel members with bolts,placed one at ends ROUGH CARPENTRY 06100-14 Village of Rye Brook Fire House of nailer and 24 inch intervals between end bolts. Use clips to beam flanges. 3. Drill Screws to steel less than 0.112 inch thick. a. ASTM C1002 for steel less than 0.033 inch thick. b. ASTM C 954 for steel over 0.033 inch thick. 4. Power actuated drive pins, Fed. Spec. FF-P-395,may be used where practical to anchor to solid masonry,concrete, or steel. 5. Do not anchor to wood plugs or nailing blocks in masonry or concrete.Use metal plugs, inserts or similar fastening. 6. Screws to Join Wood a. Where shown or option to nails. b. Fed. Spec. FF-S-111 or ASTM C1002,sized to provide not less than 1 inch penetration into anchorage member. C. Spaced same as nails. 7. Installation of Timber Connectors a. Conform to applicable requirements of the NFPA National Design Specification for Wood Construction. b. Fit wood to connectors and drill holes for fasteners so wood is not split. C. Set sills or plates level in full bed of mortar on masonry or concrete walls. 1. Space anchor bolts 4 feet on centers between ends and within 6 inches of end. Stagger bolts from side to side on plates over 7 inches in width. ROUGH CARPENTRY 06100-15 Village of Rye Brook Fire House 2. Use shims of slate,tile or similar approved material to level wood members resting on concrete or masonry. Do not use wood shims or wedges. 3. Closely fit,and set to required lines. D. Cut notch,or bore in accordance with NFPA Manual for House-Framing for passage of ducts wires,bolts,pipes,conduits and to accommodate other work. Repair or replace miscut,misfit or damaged work- E. Blocking Nailers,and Furring 1. Install furring,blocking,nailers,and grounds where shown. 2. Use longest lengths practicable. 3. Use fire retardant treated wood blocking where shown at openings and where shown or specified. 4. Layers of Blocking or Plates: a. Stagger end joints between upper and lower pieces. b. Nail at ends and not over 24 inches between ends. C. Stagger nails from side to side of wood member over 5 inches in width. 5. Fabricate roof edge vent strips with 1/4 inch by 1/4 inch notches,4 inches on center,aligned to allow for venting of insulating concrete and venting base sheet. Option: Texture 1-11 plywood with parallel grooves 4 inches o.c. may be used. 6. Unless otherwise shown,use wall furring 1 inch by 3 inch continuous wood strips installed plumb on walls,using wood shims where necessary so face of furring forms a true,even plane. Space furring not over 16 inches on centers, butt joints over bearings and rigidly secure in place. F. Floor and Ceiling Framing ROUGH CARPENTRY 06100-16 Village of Rye Brook Fire House 1. Set with crown edge up. 2. Keep framing at least 2 inches away from chimneys. 3. Bear on not less than 4 inches on concrete and masonry,and 1-1/2 inches on wood and metal unless shown otherwise. 4. Support joist,trimmer joists,headers,and beams framing into carrying members at same relative levels on joist hangers unless shown otherwise. 5. Lap and spike wood joists together at bearing,or butt end-to-end with scab ties at joint and spike to plates. Scab tie lengths not less than 8 inches lap on joist ends. Install wood I beam joists as shown. 6. Frame openings with headers and trimmer joist. Double headers carrying more than two tail joists and trimmer joists supporting headers carrying more than one tail joist unless otherwise shown. 7. Drive nails through headers into joists using two nails for 2 inch by 6 inch; three nails for 2 inch by 8 inch and four nails for 2 inch by 10 inch and over in size. 8. Install nearest joist to double headers and spike joist to both header members before trimmer joist is installed and secured together. 9. Doubled joists under partitions parallel with floor joists. Fire cut joists built into masonry or concrete. 10. Where joists run perpendicular to masonry or concrete,anchor every third joist to masonry or concrete with one metal wall anchor. Securely spike anchors with three nails to side of joist near its bottom. 11. Anchor joists running parallel with masonry or concrete walls to walls with steel flats spaced not over 6 feet apart. Extend steel flats over at least three joists and ROUGH CARPENTRY 06100-17 L_ Village of Rye Brook Fire House • into masonry 4 inches with ends turned 2 inches; bolt to concrete. Set top of flats flush with top of joists,and securely nail steel flats to each joist. 12. Hook ties at steel framing over top flange of steel members. 13. Nonbearing partitions running parallel with ceiling joists,install solid 2 inch thick bridging same depth as ceiling joists cut to fit snug between joists for securing top plate of partitions. Securely spike bridging to joists. Space 4 feet on center. 14. Where ceramic tile finish floors occur set in Portland cement mortar nail continuous 2 inches by 3 inches ledgers to sides of joists to support subflooring flush with top of joist. G. Bridging 1. Use 1 inch by 3 inch lumber with ends beveled for slope.Option: Metal bridging may be used for wood bridging. 2. Install one row of bridging for joist spans over 8 feet,but less than 16 feet long; install two rows for spans over 16 feet long. 3. Install an extra row of bridging between trimmer and next two joists if header is more than 2 feet from end of trimmer or from regular row of bridging. 4. Secure with two nails at ends. 5. Leave bottom ends loose until after subflooring or roof sheathing is installed. 6. Install single row of bridging at centerline of span and two rows at the third points of span unless otherwise shown. H. Roof Framing l. Set rafters with crown edge up. ROUGH CARPENTRY 06100-18 Village of Rye Brook Fire House 2. Form a true plane at tops of rafters. 3. Valley,Ridge,and Hip Members: a. Size for depth of cut on rafters. b. Straight and true intersections of roof planes. C. Secure hip and valley rafters to wall plates by using framing connectors. d. Double valley rafters longer than the available lumber,with pieces lapped not less than 4 feet and spiked together. e. Butt joint and scab hip rafters longer than the available lumber. 4. Spike to wall plate and to ceiling joists except when secured with framing connectors. 5. Frame openings in roof with headers and trimmer rafters. Double headers carrying more than one rafter unless shown otherwise. 6. Install 2 inch by 4 inch strut between roof rafters and ceiling joists at 4 fee)on center unless shown otherwise. i . I. Framing of Dormers 1. Frame as shown,with top edge of ridge beveled to pitch of roof header. i 2. Set studs on doubled trimmer rafters. 3. Double studs at corners of dormers. 4. Double plate on studs and notch rafters over plate and bear at least 3 inches on plates. a. ROUGH CARPENTRY 06100-19 is Village of Rye Brook Fire House • 5. Frame opening to receive window frame or louver frame. J. Partition and Wall Framing 1. Use 2 inch by 4 inch studs spaced 16 inches on centers; unless shown otherwise. 2. Install double studs at openings and triple studs at corners. 3. Installation of sole plate: a. Anchor plates of walls or partitions resting on concrete floors in place with expansion bolts,one near ends of piece and at intermediate intervals of not more than 4 feet or with power actuated drive pins with threaded ends of suitable type and size,spaced 2 feet on center unless shown otherwise. b. Nail plates to wood framing through subfloor as specified in nailing schedule. 4. Headers or Lintels a. Make headers for openings of two pieces of 2 inch thick lumber of size shown with plywood filler to finish flush with face of studs or solid lumber of equivalent size. b. Support ends of headers on top of stud cut for height of opening. Spike cut stud to adjacent stud. Spike adjacent stud to header. 5. Use double top plates, with members lapped at least 2-feet spiked together. 6. Install intermediate cut studs over headers and under sills to maintain uniformity of stud spacing. 7. Use single sill plates at bottom of opening unless shown otherwise.Toe nail to end stud, face nail to intermediate studs. ROUGH CARPENTRY 06100-20 • Village of Rye Brook Fire House 8. Install 2 inch blocking for firestopping so that maximum dimension of any concealed space is not over 8 feet in accordance with NFPA Manual for House Framing. j 9. Install corner bracing when plywood or structured use panel sheathing is not used. a. Let corner bracing into exterior surfaces of studs at an angle of approximately 45 degrees,extended completely over walls plates,and secured at bearing with two nails. b. Use 1 inch by 4 inch corner bracing. K. Rough Bucks 1. Install rough wood bucks at opening in masonry or concrete where wood frames or trim occur. 2. Brace and maintain bucks plumb and true until masonry has been built around them or concrete cast in place. 3. Cut rough bucks from 2 inch thick stock, of same width as partitions in which they occur and of width shown in exterior walls. 4. Extend bucks full height of openings and across head of openings; fasten securely with anchors specified. L. Subflooring l. Subflooring may be either boards,structural-use panels,or plywood. 2. Lay board subflooring diagonally,with close joints. Stagger end joints and make joints over supports. Bear each board on at least three supports. 3. Provide a clearance of approximately 1/2 inch at masonry or concrete at walls. ROUGH CARPENTRY 06100-21 Village of Rye Brook Fire House 4. Apply plywood and structural-use panel subflooring with face grain or long dimension at right angles to the supports, with edges 1/4 inch apart at side joints, and 1/8 inch apart at end joints. 5. Combination subfloor-underlayment: a. Space edges 1/8 inch apart. b. Provide a clearance of 1/4 inch at masonry on concrete at walls. 6. Stagger panel end joints and make over support. M. Underlayment 1. Where finish flooring of different thickness is used in adjoining areas,use underlayment of thickness required to bring finish flooring surfaces into same plane. 2. Apply to dry, level,securely nailed,clean,wood subfloor without any projections. 3. Fasten to subfloor as specified in ASTM F499. 4. Plywood and particle underlayment may be glue-nailed to subfloor. 5. Butt underlayment panels to a light contact with a 1/32 inch space between plywood or hardboard underlayment panels and walls, and approximately 3/8 inch between particleboard underlayment panels and walls. 6. Stagger underlayment panel end joints with respect to each other and offset joints with respect to joints in the subfloor at least 2 inches. 7. After installation,avoid traffic on underlayment and damage to its finish surface. ROUGH CARPENTRY 06100-22 • Village of Rye Brook Fire House N. Sheathing 1. Use plywood or structural-use panels for sheathing. 2. Lay panels with joints staggered,with edge and ends 1/8 inch apart and nailed over bearings as specified. 3. Set nails not less than 3/8 inch from edges. 4. Install 2 inch by 4 inch blocking spiked between joists,rafters and studs to support edge or end joints of panels. 5. Match and align sheathing which is an extension of work in place to existing. END OF SECTION ROUGH CARPENTRY 06100-23 I _ cN CD -j zQ J X � U I � I �a An ci Li °o cn J r Cc �l`Y\tit av ziLIJCL v r� <� `ram= 1 7�L X V) z �F�w 1 N \ ] cn Y U CD a r� CD � "-.i Co CL w W o O >o LTT \ c \ \ p m � \r CD \ (n X(2-� X Z \ Q 0-4 /<� T 1 II W cqw of �M! ANk N�• FIREHOUSE •�+ ► •ww•"gin Kkq OW O p A vm"of No am*Now Yak R �roj "a 8Ut1NAN • LY N'0 N ARC►IITECTLIRF,P,C. F, A56ATTISTA V.1115 Stavu A mum Son.u►nNo�neinna STAIR AND LANDING SK'14 Nn.rw•• ►•u•r ANCHORING DETAIL .s norto �Y�.tu 11Nq�aMt� RSPt0014 V�' .aw�aralm 1.��vo. �a6A/T R{YC M KrlNM O.K I �0';DEA f LTNCH Ji1SIEATTISTA CONSULTING ENGINEERS FAXIMEMO COVER TO: FROM: SILVIO SOLOMON HELMilT JOBS COMPANY, PATEr CALGI INC. NOV. I y 2003 NO. OF,PAGES INCLUDING COVER, 91463�-1398— C� 2 PRONEo - - PROJECT 140.0 .91,4432I9423' G�p / NSPCI1024 SUBJECT: YY CC: VILLAGE OF RYE BROOK JOE B ERRY FIRE HOUSE FAX 9114-747-4919 COMMENTS: d :AM SENDING A SK-14-REVISED DETAIL OF THE STAIR LANDING ANCHORING USING HILTI HLC HX .75x2.5 SLEEVE ANCHORS. K r�,v c� NEW YORK a DALLA S 50�aroo4woy Howthorne, New York 10532 tel 914,747,2803 Fax 914.747.0453 www.oloee.com I n D E c E 8 DEA ' 'L Y N C H NOV 1 0 2003 AIll5ATT15TA CONSULTING ENGINEERS VILLAGE OF RYE BROOK FIELD OBSERVATION REPORT BUILDING DEPT. PROJECT: RYE BROOK FIRE HO'JSE PROJECT NO.: NSPC0024.00 DATE OF OBSERVATION: 11/06/03 REV OBSERVERS: HELMUT JOSS -OLAI;E JOHN OLAM- MARQUISE CONSTRUCTION CORP. SILVIO SOLOMON-CALGI ING A STRUCTURAL SITE VISIT WAS PERFORMED ON THE ABOVE DATE. THE ROOF WAS APPROXIMATELY 75% FRAMED, ROOF SHEATHING WAS NOT INSTALLED YET. 1) THE RIDGE CONNECTION ABOVE THE MEETING ROOM WAS DISCUSSED WITH SKETCHES DRAWN SHOWING HOW TO FABRICATE THE HANGER FOR THE LVL SEAMS. 2) MARQUISE WILL REMOVE 2 LVL BEAMS THAT ARE FRAMED INTO GIRDER TRUSS "RB1GR" AND REPLACE THFM WITH LONGER LVL BEAMS SO THEY BEAR ON ALL 3 PLY3 OF THE GIRDER TRUSS. 3) THE RIDGE BEAM STEEL SUPPORT BRACKETS THAT WILL BE ATTACHED TO GIRDER TRUSSES 11132GR" AND "RB4GR" WILL BE MODIFIED TO ACCOMMODATE TH= INSTALLED CONSTRUCTION CONDITION, THIS CHANGE WILL ALSO ALLOW A 6 BOLT CONNECTION TO THE GIRDER TK USS IN LEU OF AN 8 BOLT CONNECTION, 4) AT THE FAST END, OLACE INSTRUCTED MARQUISE TO PROVIDE A HANGER TO TRANSFER THE INSTAI,LED 2x8 CEILING JOIST LOADS TO THE 2 LV1-16" BEAM. AT THE DOWER THAT IS LOCATED ABOVE THE CANTELEVERED PLANKS, OLACE INSTRUCTED MARQUISE TO ATTACHED THE WALL FRAMING T3 THE 2 LVL 11 Y.' BEAM TO TRANSFFR THE ROOF LOAD OFF THE PLANKS AND INTO THE LVL BEAM. 5) IN THE DAY ROOM THE HEADERS FOR THE 10'+/- WINDOW OPENINGS THAT ARE SUPPORTING THE ROOF FRAMING WERE FRAMED WITH 2-2xl2 AND NOT 2 LVi. Il%* AS CALLED FOR ON THE PLANS. GLACE INSTRUCTED MARQIJISE TO ADD AN ADDITIONAL 1 LVL 11 Y," BEAM TO THE EXISTING 2.2(12 HEADERS. N!W YORK ■ DALL 5 50 Broadway Hawlhorpe, New York 10532 tel 914.747.280.) fax 914,747.0453 www.olQce.corn OI' DEA ' ILYNCH AiNXATTISTA CONSULTING ENGINEERS PAGE 2 OF2 -6) BROKEN TRUSS WEB MEMBERS WILL BE REPAIRED WITH 2x6 DF#2 MATERIAL NAILED PER THE TRUSS ENGINEER'S REPAIR NAILING SCHEDULE, 7) OLACE GAVE DIRECTION TO CALGI IN PENNETRATING THE BOND BEAM BELOW THE FIRST FLOOR P ANKS FOR MECH. AND ELEC. RUNS. 8) THE CITY ENGINEER HAD A CONCERN REGARDING THE 2ND FLOOR WALL CONNECTION TO THE PLANKS FOR WIND LOADING. OLACE WILL INVESTICATE AND REPORT BAC K TO CALGI. J!► NEW YORK • DALLA S 50 Broadway Howrhorne, New York 10532 lei 914,747.280) fox 914.747.Dd53 www.oloce.com b' D1A LYNCH AS0ATTISTA CONSULTING ENGINEERS FAXIMEMO COVER TOe FROMI SILVIO SOLOMON HELM JT JOBS COMPANY; DATE: CALGI INC. NOV. 'T, 2003 NO. OF PAGES INCLUDING COVER: 914-939-8233 2 PHONE: PROJEi:T NO.: 914-939-1121 X 122 NSPC 3024 SUR.IECTs CC: VILLAGE OF RYE BROOK JOE E ERRY FIRE HOUSE FAX 914-747- 919 COMMEtNT8: I 'AM SENDING THE FIELD REPORT FOR MY 11-5-03 SITE VISIT. R11:Vt S67/ i NEW YORK ■ PAIL ►S 50 Broadway Hawthorne, New York 10532 ►el 914.747.2800 fax 914.747,0453 www•oloce.com INSPECTION REPORT ❑ Village Engineer VILLAGE OF RYE BROOK ',2-12ruilding Inspector 938 King Street, Rye Brook, New York 10573 914 9-0668 Fax (914) 939-5801 ❑ Code Enforcement Officer ( ) 93 Building Department An inspection was con ucted at q�C) 11A ' `S i on vv for the below checked purpose(s). ❑ Violation Found (see Notes) Notes On Inspection: ❑ Footing El Foundation �9 C�c+ ��-�-`--�� 4 � S ; �--0 9�- ,ErR'ough Carpentry ❑ Rough Plumbing ❑ Insulation ❑ Final Plumbing ❑ Final ❑ Other The work is Passed ❑ Rejected pmre) a r 60l DR Via Certified Mail yE C�v BUILDING DEPARTMENT Hand Delivered x❑ Village of Rye Brook 938 King Street, Rye Brook, New York 10573 19a2 .� (914) 939-0668 FAX: (914) 939-5801 NOTICE OF VIOLATION AND ORDER TO REMEDY SAME Date: 8/20/03 Violation#: 131-03 To: Village of Rye Brook Re: Location: 940 King Street 938 King Street Section: 1 Block: 6 Lot: 8 Rye Brook,N.Y. 10573 Zone: R-15 Class: Use:B TAKE NOTICE THAT THE FOLLOWING VIOLATIONS(S) EXIST AT THE ABOVE LISTED PREMISES: CODE SECTION TITLE DESCRIPTION N.Y. State 3306.1 Protection Required Signs must be provided to direct pedestrian traffic Building Code NOTE: YOU ARE THEREFORE DIRECTED AND ORDERED to obtain all necessary permits and remedy the conditions above mentioned immediately. Failure to remedy the conditions aforesaid and to comply with the applicable provisions may constitute an offense punishable by action pursuant to Article III, Section 1-17 of the Code of the Village of Rye Brook. 9 'TMk;'� Michael J. , Acting Building Inspector nil- BR icec Y: aRnV BUILDING DEPARTMENT P)5 N6 e- Village of Rye Brook 1 / 938 King Street, Rye Brook, New York 10573 v10�A1�� (0 . 19 � (914) 939-0668 FAX: (914) 939-5801 V NOTICE OF VIOLATION AND ORDER TO REMEDY SAME Date: 8/20/03 Violation#: 131-03 To: Village of Rye Brook Re: Location: 940 King Street 938 King Street Section: 1 Block: 6 Lot: 8 Rye Brook,N.Y. 10573 Zone: R-15 Class: Use:B TAKE NOTICE THAT THE FOLLOWING VIOLATIONS(S) EXIST AT THE ABOVE LISTED PREMISES: CODE SECTION TITLE DESCRIPTION N.Y. State 3306.1 Protection Required Signs must be provided to direct pedestrian traffic Building Code 3 Sim � NOTE: YOU ARE THEREFORE DIRECTED AND ORDERED to obtain all necessary permits and remedy the conditions above mentioned immediately. Failure to remedy the conditions aforesaid and to comply with the applicable provisions may constitute an offense punishable by action pursuant to Article III, Section 1-17 of the Code of the Village of Rye Brook. Michael J. , Acting Building Inspector V l% l rlkju-I _ 1 STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION 4 6URNETT BOULEVARD POUGHKEEPSIE, N.Y. 12603 JOSEPM H. BOARDMAN ROOERT A.UENNISON III, P.E. WILLIS,"D.FITZPATRICK.P-E. COMMISSIONER REGIONAL bIRECTOR REGIONAL TRA/FIC ENGINEER Ig4s1575-6040 August 19, 2003 Victor Carosi Village of Rye Brook 938 King Street Rye Brook, NY 10573 RE: HWP fi18-03-0183 Dear Mr. Carosi: In accordance with your request, we hereby amend Highway Work Permit No. 8-03-0183 to include grading and sidewalk work in front of the proposed firehouse. All other Rules and Regulations and Special Conditions of the original Permit remain the same. This Amendment must be attached to the original Permit and become part thereof. Very truly/ yours, Glenn Boucher PE Civil Engineer II D E C E U E GTB:ImI llv�J v 003 cc: S. Shilling, Permit Inspector, Res 8-9 AUG 2 2 VILLAGE OF RYE BROOK BUILDING DEPT. TOTAL P.02 { Jul-Z4-Z0(13 11:11 Fr091-CALGI CONSTRUCTIQN V 4 blL lob t-fa4 Y UUL/UUi I-NJr HIGHWAY WORK PERMIT APPLICATION FOR NON-UTILI"WORK t"ocopiob a 7- 9j�tcwpilablO Application is-hereby made for a highway work permit: For Joint application,rt.tnie and address of ppocartt Wo%v- Name Vil(g9c of R.,e Brook► Name _ Ad&ess —3_38 Kig n Street A�„�•.s _ City _Ra.G BrQok, State zip is -7 3 city _ _ _stale Zip Federal I-D.Nu.a Social SDC,my No. Appheary TeiBphono No. ..` x'� `• Contact petson Incase ol Pmer9Uncy Vi hpr [car os; P a e TolOphone No of tbntaa person 914 - ?39 0753 RETURN PERMIT TO RI dmemni frOln ebnve)• RETURN OF DEPOSIT13OND TO(Cornplete only tf mderent MomCt emitUq: Name +11 a e e Breek _ Name Address -,_ 39 K`^ Xreat Aod,esS _ Clry gyt*_ Staok Stato &zip -toy C'4y _ Stale z� z O t_EsUm"alve cov it qutk bear(1-rr.!ormac a1 Stato nighwiy rlgot-nl-wtly s 0O O 2 AmttcyaleU rnralion nj work' from�!Vie 1 _20. ��rFx,r 1 ,r Z.L. -�• /J 20 .Io,+piny Io the oporijocn(Fo tltecl(m on VIa rw*IWo sale. Q ].ProleeY�!.;�bMrN trrC�rUrKo tzverctl try PD(icy Ph 3YZ 16 7 7 2 8 0 J 6 ,1J F xner�r, 0f 20 a 7 p�o y •A$�.pp too wnU Drt tliargeo for rneCkz returnee by tho barut. 13 OU7 n QPROPOSED WORK(Oriel1lesCtipb"rI Z G RG _ !P I ferh p 41 ac ss Qrir/QtaJla ;JJot o / O!eCD O O e cl 1 r� 7Ai r onyx . 04 rah .F • cti •�a� 4>� �. I_�"A ATTACHED Pwy SWJIoatons LOCATIOk STaeRoule /Ft2� Stale K%"-yl3 gQL DurnRotrrrncooa7o, + FL firms Relemrve Mark" Town of, R e C(Mly ljesfcl►e:j r SEUR REUUIREUENTS(Check Appropnlla Ileml; Exemyl tax tistenal Typo 11 _EIS or DEIS Load Agency i 4 !; at Rye f pp k N protect d tdentrfleo to Do rrvrnslonB,exempt,rr TYPE 11.rip further acim vs regtafbfi It P WI Is aetcnnnwi Iu bu aner man mmnisional,exempt Of TYPE 11.refer to MA.P.7.12-2.Appendix A SEOR REDWREMFNTS FOR HIGHWAY WORK PERh1ITS Aeeuplunce o1 htl rogde U m t�h; u •enalluu m- C t2S1rrCDtvre,r �p ogtrl:rtporre antl Ob1i�.Dona mulen7 err this ippkG7bon 17r10 tm the porrnit ApptrcaN20 SigrVlu. �1 i �,t,I29-03 _ 03 SeconU AppoCaN Signoh.to Data 20 'L.�it' eS_"C�aiitlS�^t.�•c.-.:1�•R+"��`�'.-+�' �Z7;. ,air' c'•. -- v..-.-.• AOPrwar�OCDanndldUd•'.�.. . 1 .(}2`• .�� m'a� taDaWwa �r:+j, .'��tm. �?„1��...•a:,�SBY ,T EDerr. r _itaemOCf,oyND. t:•) -.+lti�`rtiil_,,y `[ ��yy,., -•c.�: •ys.y�J":: '�rl� T ApprDvoO `"'~�:% �` �r �j 'gyp-e�:.^ti'^_'�stYt�r�_:e::• rye, �. ...r f:.:- ♦ �,..f p..�,�..TreEJC E a'ttr rS :w L 3rza1Y.[a:._t•�c=L: Pf RLgT IS ISSUED CONTNGCNT UPON LOCAL ROUIREMENTS BEING SATISFW. it Jlr1-[4-[UOJ rI:Ir rr UM-'%,AluI 6V1\J I KU1,I IV1 ai+ +• i�vv .» ..,.., __. wnc•.n i r►c yr vrr-MMr wM - FAe F r or imoer w rao arwur w{rvar}}yr1wv1. Taking insurance ftrid MOrMt 5/- Sin le job-Permit issued for each job a Driveway or roadway // 1.a Residential S 15 3 25 2.0 Commercial-Minor 550 75 r a.❑Home Business 100 75 3-❑Commercial-Major-(Loss than 100,000 square feet Gross Building Area) 1400 N/A 4. ❑Commercial-Major-(100,000 square feet Gross Actual cost w,rh N/A r Building Area and Greater) Mmvnum o1 s2000 i, upon portim opp. 5.❑Subdivision Street 900 NVA 6-ATemporary access road or street b. ❑Improvement 1. ❑ Residential 15 25 / 2. ❑Commercial i Check additional description nalow 4CONT� _ a.❑Install sidewalk,curb paving,slabilrzad snoulder, 200 50 VA,7) drainage,etc. o. ❑Grade,seed,improve land contour,clear land of 100 75 brush, etc. c ❑Resurface existing roadway or driveway 50 5o d U Annual resurlacing of residential and commercial roadways or driveways. 3 1. 0 Per County 150 NVA Q t 2.0 Per Region 400 NYA c. ❑Tree Work 1.❑ Residental 15 25 o Z1 2. 0 Commercial(not required for pruning if utility has annual 25 50 maintenance permit) .i Check additional description below O a. 0 Removal or planting y� b. O Pruning,applying chemicals to stumps,etc. 3. Q Vegetation control for advertising signs 150/sign 75 v v d.❑Miscellaneous Construction 1. 0 Beautifying ROW-(for Civic Groups only) NC 25 2- ❑Temporary signs, banners,holiday decorations a. ❑Not-for-profil organizations NC 25 b. O Organizations other than not-for-profit 25 25 3 ❑Traffic control signals 500 115 4.❑Waming and entrance signs 25 5o N 5 ❑ Miscellaneous--Requiring substantial review 400 1175 O 6. >Miscellaneous 25 50 C 6 0 Encroachment caused by O.O.T.acquisition of property 25 50 cp 7. 7 Compulsory permit required for work performed at the request of D.O.T. a.O Building demolition or moving requested by D.O.T. NC 25 1. ❑ Demolition 2.U Moving b..❑Improvement to meet Department standards NC 25 ' 4r 8. O Miscellaneous 25 25 9.O Adopt a Highway NC N/A ?; Guerantr>e deQoeit Check Number or Bond Number T PERM 33(alol) REVERSE AUG-18-2003 10:56 N(S DECP REGION 3 914 332 4670 P.01/01 New York State Department of Environmental Conservation Am Division of Environmental Remediation, Region 3 200 White Plains Road—5th Floor, Tarrytown, New York 10591-5805 gamma Phone; (914,1 332-1835 ext.361 • FAX: (914)332-4670 e-mail: tdghiosa@gw.dec.state.ny_us Erin M.Grotty Website:www.dec.state.ny.us Commissioner August 18, 2003 Christine Chen Airtek Environmental Corp. 39 West 38th St- 12'h Fl. New York, NY 10018 SPILL NUMBER: 03-02887 SPILT. LOCATION: 940 King Street, Ryebrook, NY COUNTY: Westchester SPILL REPORTED: June 18, 2003 SPILL CLOSURE DATE: August 18,2003 Dear Ms. Chen; The groundwater sample results from the standing water In the excavation and the soil sample results representing the western wall of the excavation have been reviewed. The VOC and SVOC results for the water sample were non detectable and the VOC and SVOC results for the soil samples were within TAGM guidelines. Therefore, no further work is required by this Department at this time. This spill file will now be listed as closed in files maintained by this Department. Please advise your client. Sincerely, J , �n 2 Todd Gf iosay D19 LS Bureau of Spill Response And Remediation VILLAGE OF RIFE BROOK BUILDING DEPT. TOTAL P.01 Ca1gi\EMC Consulting Group TRANSMITTAL No. 00226 221 Union Avenue Phone: 914-632-9423 New Rochelle,New York 10801 Fax: 914-632-1286 PROJECT: Village of Rye Brook - New Firehouse DATE: 8/5/2003 TO: Village of Rye Brook REF: Etre Memo re: Site Maint 938 King Street Rye Brook, New York 10573 ATTN: Michael J. Izzo WE ARE SENDING: SUBMITTED FOR: ACTION KFN- ❑ Shop Drawings ❑ Approval ❑ Approved as Submitted ❑ Letter Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ S les ENT VIA• ❑ Returned ❑ Specifications Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Due Date: ITEM PACKAGE SUBMITTAL DRAWING REV. ITEM NO. COPIES DATE DESCRIPTION STATUS 001 1 8/5/2003 Etre Memo re:Site Maintenance. Remarks: p E C E E AWW - 5W VILLAGE OF WE BROOK BUILDING DEFT. CC:Anthony Olivery-DR Engineering, P.C.; Victor Carosi - P.E., Village of RB Signed: Dominic Calgi,Calgi\EMC Silvio Solomon,PM FxpWi600 Aug-04-2003 15:52 From-CALGI CONSTRUCTION 814 632 1286 f-W,11OW00I dVwI E00Z/VO/80 Etre Associates Fax Memo To: Silvio Solomon, Calgi/EMC D d � Fr: John Nadler AUG 5 W Date: August 4, 2003 Re: Rye Brook Firehouse VILLAGE OF.RYE BROOK BUILDING DEFT. As per our site discussion on Friday morning, August �k:�0U3, we discussed the proper safeguarding of the site, i.e; sitC"ty fencing, and project sign relocation, etc. Please be advised that towards the end of[lie day., I per."pna.11y installed safety fencing on the north side of the pi-operty;:-along tho adjacent. residence, especially since a large familjr gat6l4ilig wUS scheduled for Saturday. The construction equipment whs reyc cood to the south side of the project for that occasion, its. wel,l.:,Safety fence was also installed along the silt fence on thv, south fide for vehicular awareness. Also, the opening in the grass area adjacent the sidewsd wQs safeguarded and the project sign was relocated. During that morning, I scheduled the crew to rely.-,ate: the. chain link fence and gates to the newly created entra,tc�. Etre takes pride in maintaining a safe and clean wQrk site apd wii'I. continuer to do so. TOTAL P.01 Calgi\EMC Consulting Group MEETING MINUTES NO. 00017 221 Union Avenue Phone: 914-632-9423 New Rochelle,New York 10801 Fax: 914-632-1286 PROJECT TITLE: Village of Rye Brook -New Firehouse MEETING DATE: 7/29/2003 LOCATION: Firehouse- driveway SUBJECT: Site meeting on contaminated soil. DID ATTEND INITIALS ATTENDEE NAME I COMPANY NAME Y AB Allan Bader Village of Rye Brook,Risk Manager Y AT Anthony Triano Airtek Environmental Corp. Y CC Christina Chen(Phone) h2 7 Airtek Environmental Corp. Y DAC Dominic Calgi Calgi\EMC Consulting Group Y JC Jim Case ON — O Allied Waste Services,Inc. Y MI Michael J. Izzo Village of Rve Brook,Bldg Inspector Y RC Rav Calgi Calgi\EMC Consulting Group Y SS Silvio Solomon,PM Calgi\EMC Consulting Group Y TG Todd Ghiosav 2 ' 0 I NY State Dept of Env. Conservation ITEM DESCRIPTION STATUS STARTED DUE BALL IN COURT 00001 The excavation of the contaminated soil has been visually NEW inspected and DC of Calgi\EMC asked TG of NYS DEC how much more has to be excavated and removed. TG answered that the soil has to be sampled and analyzed. The results will be than sent to TG and JC of Allied to be evaluated. JC stated that his company is testing the soil as well, so he will be able to provide intermediary soil test results for comparison. Airtek will take the samples and have them analyzed in 24 hours.There will be and extra charge for the"rush"on the test results. Prepared By: C \EMC ulting Group Signed: Dated: 7/29/2003 Silvio Solomon, PM Exaamm a Calgi\EMC Consulting Group TRANSMITTAL No. 00192 221 Union Avenue Phone: 914-632-9423 New Rochelle,New York 10801 Fax: 914-632-1286 PROJECT: Village of Rye Brook -New Firehouse DATE: 7/21/2003 TO: Marquise Construction Corporation REF: Re: Stripping the forms 10 St. Charles Street Letter from the Thornwood,New York 10594 Structural Engineer ATTN: Sal Devito WE ARE SENDING: SUBM=D FOR. ACTION TAKEN: ❑ Shop Drawings ❑ Approval ❑ Approved as Submitted ❑ Letter Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Returned After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VIA: ❑ Returned ❑ Specifications 56 Attached ❑ Returned for Corrections ❑ Other: ❑ Separate Cover Via: 10 Due Date: ITEM PACKAGE SUBMITTAL DRAWING REV. ITEM NO. COPIES DATE DESCRIPTION STATUS 001 1 7/21/2003 Letter from the Structural Engineer regarding stripping of the concrete forms. Remarks:Please find attached letter,review and follow the instructions. CC:JJB-Sullivan Architecture,PC Signed: Victor Carosi,P.E.,Village Engineer,Dominic Calgi-Calgi\EMC Silvio Solomon,PM ly/r.E l2 2.p , V�'k+�c,� e� /2 b E e AOL.COM I Message View rage i or i Subj: FW: Date: 7/15/2003 3:15:07 PM Eastern Standard Time From: "Joseph Bany" <jjb@sullivanarch.com> To: <SSCALGICM@AOL.COM> Sent from the Internet (Details) -----Original Message----- From: Helmut Jobs [mailto:hjobs@olace.com] Sent:Tuesday, July 15, 2003 4:22 PM To:Joseph Barry Subject: RE: It is ok to strip the forms from the walls in 3 days.However,the wall will need to be covered with plastic for the next 4 days for curing purposes. Helmut -----Original Message----- From: Joseph Barry [mailto:jjb@sullivanarch.com] Sent: Tuesday, July 15, 2003 4:09 PM To: hjobs@olace.com Subject: HELMUT- AS PER YOUR CONVERSATION TO SAL DEVITO REGARDING THE STRIPPING OF THE CONCRETE FORMS PRIOR TO SEVEN DAYS,WAS THERE ANY ADDITIONAL INSTRUCTION OR TECHNIQUE THAT MARQUIS NEEDS TO USE? -JJB Sullivan Architecture, P.C. Joseph J. Barry 115 Stevens Avenue Valhalla, New York 10595 (914) 747-4004 (914) 747-4919 fax iibO-sullivanarch.com http://webrnail.aol.com/f nsgview.adp?folder=SU5CT 1 g=&uid=6830211 7/18/2003 MiTek° MiTek Industries, Inc. D � � � � 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: d877r Telephone 314/434-1200 Ryebrook Firehouse OCT 3 1 2003 Fax 314/434-5343 VILLAGE OF RYE BROOK BUILDING DEPT. The truss drawing(s)referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Truss Tech Inc.-Stevenson. Pages or sheets covered by this sea]I5371528 thruI5371535 My license renewal date for the state of New York isJune 30, 2005. TZ RECEIVED o. z OCT 2 0 2003 M �800�� Cr cSS O�a'i SULLIVAN TUFiE, PC August 28,2003 AACHITEC Garcia, Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. Job Truss Truss Type city Ply Ryebrook Firehouse 15371528 D877R R131GR COMMON 1 q J Job Reference Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MTek Industries,Inc. Wed Aug 27 14:22:42 2003 Page 1 21-10-2 4-8-3 9-0-13 i 13-5-7 i 17-10-2 19-10. 26-5-4 31-" i 35-7.8 i 40-2-11 45.8-10 7-2-1 4.1-3 4-4-11 4-4-11 4-4-11 2-" 2-0-0 4-7-2 4-7-2 4-7-2 4-7-2 5815 =1:86.7 4.00 12 3x6 II 3x6 II 8x12= 6x8 3x6 II 8 3x6 II 4x5% 6 7 9 10 4x5 zz� 5 4x5 zzz 4x5% 4 11 6x8 zz 5x12= 5x6 3 30 1 12 13 4x5 zZ 10x16 MIl20H= 2 14 4x5 1 15 7 18 17Io 32 o d 29 28 27 26 3325 24 34 35 23 36 22 21 20 19 18 5x12 3x8 II 4x10= 4x6= 4x5= 6x8= 12x12= 4x5= 4x5= 4x5= 3x6 11 12x14 M1118H II 7x10 MII20H= I 4-8-3 I 9-0-1 3 13-5-7 F 17-10-2 1 21-10-2 i 26-5-4� 31-M I 35-7-8 40-2-11 45-8-10 i 4-8-3 44-11 4-4-11 44-11 4-" 4-7-2 4-7-2 4-7-2 4-7-2 5-5-15 Plate Offsets Y: 1:0-6-0 044 23:0-6 0 0-64 28:0-3-8 0-2-0 32:05-8 0-2-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Well Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.35 Vert(LL) -0.36 22 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.52 Vert(TL) -0.52 22 >999 180 MII20H 1481108 BCLL 0.0 Rep Stress Ina NO WB 0.84 Horz(TL) 0.14 16 n/a n/a M1118H 141/138 BCDL 10.0 Code IBC20001TP12002 (Matrix) Weight:1356lb LUMBER BRACING TOP CHORD 2 X 8 SYP SS TOP CHORD Structural wood sheathing directly applied or 6-M oc pudins, except BOT CHORD 2 X 8 SYP SS end verticals. WEBS 2 X 4 SPF No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. 1-29 2 X 6 SPF 165OF 1.5E OTHERS 2 X 6 SPF 165OF 1.5E REACTIONS (lb/size) 16=6296/05-8,32=7465/05-8 ��F NE Max Horz 32=-271(load case 8) Max Max Grav16=8367( d lo dcase 3),32=9253(i(oad case 2)load case ) )JPN GARci9 O9� FORCES (lb)-First Load Case Only TOP CHORD 1-2=-8040,2-3=-11803,3-4=-13653,45=-14500,5-6=-14415,6-7=-14378,7-8=-13954,8-9=-14365,9-10=-14927, r- 10-11=-14997,11-12=-15651,12-13=-16002,13-14=-16081,14-15=-16293,15-16=-15480,16-17=26,29-32=299, — 1-32=-7075 iU BOT CHORD 28-29=227,27-28=7446,26-27=11184,26-33=12899,25-33=12899,24-25=12899,24-34=13203,34-35=13203, 2 6 ? 2335=13203,23-36=14824,22-36=14824,21-22=15206.20-21=15206,19-20=15451,18-19=14309,16-18=14309 N WEBS 2-28=-4295,2-27=4938,3-27=3082,3-26=2676,4-26=-1932,4-24=1378,24-30=1349,6-30=338,7-30=1023,8-24=2111, 8-23=4113.23-31=1511,10-31=149.931=1378,11-23=-1251,11-22=594,12-22=-572,12-20=258,14-20=-310, A �, 14-19=-252,15-19=1250,15-18=-235,1-28=8288 9OPESS10 NOTES LOAD IS APPLIED DIRECTLY TO ALL GIRDER 1)N/A PLIES. CONNECTION IS NOT DESIGNED 2)3-ply truss to be connected together with WS45 USP(0.25"x4.5")Screws as follows: TO TRANSFER LOAD FROM FACE PLY TO Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. ADJACENT PLIES. Bottom chords connected as follows:2 X 8-2 rows at 04-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 3)Wind:ASCE 7-98;11Omph;h=25ft;TCDL=4.2psf,BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 4)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1;L=82-0-0 5)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 7)All plates are M1120 plates unless otherwise indicated. 8)All plates are 3x5 M1120 unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the Itom chord and any other members. A WARNLIVG-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,Wl 53719. 0 y} w c-o c o va Uc o oC � E c O LQy QO OO OO �O0OO C a)+ Op } a) _ Q L + — } �� p Z) N C S z N 00. oa oa' N� - o� h � 'yo �� C� mo 3 QO c O m c �p� O } C _0 0 p y C �a C In Q U O C D � O `y a)o L N U .� O y a) > O� p c v_,a• p U p p p0-0 0 a) O N O O c CL } O a0 a) +`- V� y p N -C U'p O p 0 y Q) p y O a a) t 3 O.� O 00 a) 0 0 U } m °' aQ - E� }� E » `O of ao 0o aU � o � 0 a) c c O } U+ 1- w '0,0 -U O L 7 + - U _O OL O'0 0 y O `�2- '5 O N U O � � c a0) v� �"� � m a3-0 Dom �c }a � 0) �w� oNc oo } � H i O a`i} L a)� cn O O c0 V)p O U N o} °' Q N a D = a• � �° ono � C W0 ' � ' °� 0 a) a) a) a' 0 � 0 y°'N c0C �h oa )c o E'' �- �- O C O N O -}� E �n p 0 O y O_ C '0 2 W LL O 0 �� ooU Lc L° O ag} y-° Q`� a) o Loa) oa L �r SON a) () �r ° � Y O C) O E �-p O O '- y+` x o p y a) aC y as io U_Ca- O} C >pw 0,a� O a) a) � a) ac . 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U p -- O c _ U a�O Xm LU ZC U y o ` � w � LLJ 0- Q w Q Job Truss Truss Type Oty Ply Ryebrook Firehouse 15371528 0877R RB1GR COMMON 1 Job Reference(optional) Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14:22:42 2003 Page 2 NOTES 11)Bearing at joint(s)32 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2454 lb uplift at joint 16 and 2742 lb uplift at joint 32. 13)Load case(s)9 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 14)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5818.1lb down and 1661.91b up at 17-10-2,and 5818.1lb down and 1661.91b up at 21-10-2 on bottom chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate lncrease=1.15 Uniform Loads(plf) Vert:1-8=-82.4,8-17=-82.4,26-29=-20.0,26-33=-60.0,33-34=-20.0,34-35=-60.0,35-36=-20.0,22-36=-60.0,16-22=-20.0,1-32=20.0 Concentrated Loads(lb) Vert:24=-4400.0 23=4400.0 2)Unbal.Snow-Left:Lumber Increase=1 15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-124.0,8-17=-38.7,26-29=-20.0,26-33=-60.0,33-34=-20.0,34-35=-60.0,35-36=-20.0,22-36=-60.0,16-22=-20.0,1-32=20.0 Concentrated Loads(Ib) Vert:24=-5685.0 23=-5685.0 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-20.0,8-17=-137.6,26-29=-20.0,26-33=-60.0,33-34=-20.0,34-35=-60.0,35-36=-20.0,22-36=-60.0,16-22=-20.0,1-32=20.0 Concentrated Loads(lb) Vert:24=-5818.1 23=-5818.1 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-8=-20.0,8-17=-20.0,16-29=40.0,1-32=20.0 Concentrated Loads(lb) Vert:24=-1854.3 23=-1854 3 5)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-8=53.8,8-16=34.1,16-17=25.1,16-29=-10.0,1-32=-17.0 Hoe:1-8=-62.2,8-16=42.5,16-17=33.5,1-29=25.4 Concentrated Loads(lb) Vert:24=1661.9 23=1661.9 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-8=34.1,8-16=53.8.16-17=78.7,16-29=-10.0,1-32=41.3 Harz:1-8=-42 5,8-16=62.2,16-17=87.1,1-29=-32.9 Concentrated Loads(lb) Vert:24=1661.9 23=1661.9 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-8=53.8,8-16=26.9,16-17=18.0,16-29=-10.0,1-32=41.3 Harz:1-8=-62.2,8-16=35.3,16-17=26.4,1-29=-32.9 Concentrated Loads(lb) Vert:24=1661.9 23=1661.9 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-8=26.9,8-16=53.8,16-17=78.7,16-29=-10.0,1-32=41.3 Harz:1-8=-35.3,8-16=62.2.16-17=87.1,1-29=-32.9 Concentrated Loads(lb) Vert:24=1661.9 23=1661.9 9)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-8=-20.0,8-16=-20.0,16-17=-144.7,16-29=-20.0,1-32=20.0 Concentrated Loads(lb) Vert:24=-1236.2 23=-1236.2 A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss .� designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTe k Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. H ` N c o Q a L � C Uc 0 oa) am 0 3 Q C,�- } Q N m L N }_d �_ L — O d L N O Oa N C ' O 00 }(D-0 C 3 N} S O N } O O } 0 } c -0 p c p c+ p o Z N C _ C �p C 3 Qc 0) Z H �t c 0 O N c a) O� O g.�n c N �O N O c ` a)a) Q "p 2 O 0� �dp O c+L Q� p V N N °a) 0 _ _ -0c ° Eac� 3 �� o °� o oom c E ¢ E oU p a) c c U � O Ua) +I aa) p � 0C C30 } w oE � 3 0it aD 0 oo} � 0 X� cc Om� E � aU)0O O' a) ' O 'oO � C OOOHO cn } C O O _ o � �O 00 > N D ° = � 0 a) 0 a0C a) n0 VOU O a) U � .Y U� a-Q+ a-- a)� a) -0 L 0�— > 3 a O C a)O E O } p t O ac O-d U C: -C) O aa OOU O nOC U ) EUOOO ; } 3a) 0 E C _ N U - L7 c OpC 0+ O a ay E p U c c °) + � 3 U U a 0 3 0Nc C 0 O} 00 ao � 3 }3 )o _ oU aa.0o Uo a N ) ® L cli of v ui o o0 6 �2 v Un 0 adOHO dOl ,n 90 cp S U � z w Z Cl _N O � V 3 OO U H O = J U) U O 0 j ao o z C) O w a' O N N M v/ n O= m a_ O Ile V S Iri (n mLLJ U Q w Q n ap O cV C` LLJzz o � � d C Cl) 0 �� Qa D 0, 0 0 F- Oyu, ca a of E ZOO N z O� Q C) a w 2 N z W a z Q LL.v - =) ") U Z N T 0 w m Z m m N w ` (IHOHO dOl ¢ LL 3 U co2 U $ �� a 7 a) Q c ° t N U N2 0- O Q) U } C = } U N C Q a 0 p 0 a) p C -C 3 o p a) } 3 } ° o 0- .0 L m cat a� o 0 cn p) Q O o '� a� c} 3 mo op yoc on 0Q- p 0 3 c ,,; in 3 Q C U O-0a a) N 0 0 ° o N N a o o O c0 CZ p CC) N QQO O p .- `5 M 3 can) Oo > O ° U C LU p O 0 � E j � _0 � cn O Ct a) Ccw0 X >, a) O Op NCC +N z c a) a) a) j a) N N 5 c p, a) N O ° } a L cf� Q amEEoO o � N6o � a oaEN � c VU z U� oa � ° a} � �' U az -C Z � O c o O 4c 4c a � U ^i1 a 5 wQJ cVt mJQ Vz° x aU c Q � wLL w ZLF - a m Job Truss Truss Type pty Ply Ryebrook Firehouse 15371529 D877R RB2GR COMMON 1 Job Reference(optional) Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14:22:43 2003 Page 1 ,r 5-2-3 1 1_ 0� 14-11.8 19-10-2 24-8-15 29-7-12 F 34-6-10 39-5-7 45-8-10 47-2-1p 5-2-3 4-10-10 4-10-10 4-10-10 4-10-13 4-10-13 4-10-13 4.10-13 6-3-3 1-6•0 Scale=1:85.1 Fasten member with two rows of 3/4"dia. 4.00 F12 802—_ astm A307 bolts with washers spaced 6"o.c.. Bolts must be applied in accordance with NDS1997. 6 total bolts= 6 6x8 Total bolts required includes bolting 5 7 specified by hanger if applicable. 4 6x8 3 8 5x12.5 M1116= `X6 9 10x16M1120H= 2 10 1 11 12 13 25 I CS 24 23 22 26 21 20 27 19 28 18 29 17 16 15 14 8x14 M1120H= 3x8 II Sx10= 5x6= 7x10 M1120H= 5x12— 7x10 M1120H= 3x6 11 i5-2-3I 10-0-13 14-11-8 19-10-2 I 24-8-15 29-7-12 34-6-10 I 39-5-7 I 45•8.10 1 5-2-3 4-10-10 4-10-10 4-10-10 4-10-13 4-10-13 4-10-13 4-10-13 6-3-3 Plate Offsets Y: 1:0-5-8 0-4-0 6:05 15 Ed 12:0-6-12 0-4-0 23:0-3-8,0-2-0 25:0-5-8 0-2-8 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.32 Vert(LL) -0.47 17-18 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.71 Vert(TL) -0.70 17-18 >772 180 M1120H 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.20 12 n/a n/a MI116 127/82 BCDL 10.0 Code IBC2000/TPI2002 (Matrix) Weight 837lb LUMBER BRACING TOP CHORD 2 X 8 SYP SS TOP CHORD Structural wood sheathing directly applied or 45-7 oc pudins, except BOT CHORD 2 X 8 SYP SS end verticals. WEBS 2 X 4 SPF No.2 'Except' BOT CHORD Rigid ceiling directly applied or 9-2-9 oc bracing. 6-19 2 X 8 SYP SS,1-24 2 X 6 SPF 165OF 1.5E 1-23 2 X 4 SPF 2100F 1.8E OTHERS 2 X 6 SPF 165OF 1.5E REACTIONS Ob/size) 25=6820/0-3-8,12=5813/05-8 Max Horz 25=-271(load case 8) Max Uplift25=-2588(load case 5),12=-2338(load case 6) Max Grav25=8407(load case 2),12=7719(load case 3) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=-7895,2-3=-11214,3-4=-12669,45=-12588,5-6=-13241,6-7=-13250,75=-13948,8-9=-14483,9-10=-14535, 10-11=-14895,11-12=-14506,12-13=26,24-25=215,1-25=-6539 BOT CHORD 23-24=75,22-23=7344,22-26=10611,21-26=10611,20-21=11950,20-27=1 1950,19-27=11950,19-28=13187, 18-28=13187,18-29=13740,17-29=13740,16-17=14113,15-16=14113,14-15=13437,12-14=13437 WEBS 2-23=3767,2-22=4202.3-22=-2476,3-21=2033,5-21=-1368,5-19=1035,6-19=264,7-19=-1167,7-18=799,8-18=537, 8-17=421,10-17=-478,10-15=-83,11-15=747,11-14=-144,1-23=8142 NOTES 1)N/A 2)2-ply truss to be connected together with WS3 USP(0.25"X 3")Screws as follows: �! of NE tq y Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 8-2 rows at 04-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc. �P JPN G ARC O'9 Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. (� y 3)Wind:ASCE 7-98;110mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 4)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1;L=82-M 5)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. W 7)All plates are M1120 plates unless otherwise indicated. C? 8)All plates are 4x5 M1120 unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. �0.Ot30091 10).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-0-0 between 9 p� the bottom chord and any other members. OFESS10 A WARNING-VerTy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and is for an individual building component to be Installed and loaded vertically.Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Speciflcation,and HIB-91 MiTek Handling Installing and Bracing Recommendatlon available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. � c � w a) N} w p c O �.. CL Q L Lc 0c 0 aa) a 0 c o Ua 0-- C: a) E aa) 0 d L QN N 0 a Q� O O O �(�� 0 N} c a p } _a a z N oo ' oa 'a0 ca) h� ° oa o6 N � � Ca �0 3 Qo 6)a`a)) Q 0) '0 aai� �� boo � � o0 o-0 a) In ��, cm } a a)a) O-0a -a+- `"� '00 tea) Na) f -0 L � U gym pa aE a °' aaa) c0 a) a) a) ac cL EQ +` •M� C ycN L a) Up O `=' a)Q py� OQ 0.0 } C p•N ' O ma CO V :3 a) aQ � a �`� E > > o a � u) 0o as ao � ° �o � c c O +`- U} } w a O a N L 7 ' } U � O OL a E N O N C fn a) a L �vl a) �'_� �� a) O �+ N N CO a) O a) DO 7 a U y U p wa'r �� a} o � 00m NEE �� o � �C UNo 0 ` 3 00 0o X� n. a) a)� O OQ O c N 0 h T 00-: 0 O a) y? N o- n " c p N a N a _) Q C O a N _ No0 Na __}�_ N a OC W O 0Oa Q a) C) a) a) a) ac °' a) > ° ON " V a00 �o 0 a) a) ca) a) 0 O -0 .Y U� c _a O +L- C tL O Q� .- Q._ a)� N Qa) L a)L a)O- > U > Q` o a O E a_ a N} a N a) QC Q a U C� a} C pw U a) a)a a) Qc} O o a) a > mm NN oa, O U7 0 a) Lc C) � � E � Sao � � �� a)na) � 0 m3 � �� oQ� � C � °� OLC UI 0 � 3 �} ao ,= c} cE� cQ� a � _oL � ao 00 oNc c0, 0C) p} a) a2 o, - O ago UO EA0 Z) a �_v- noQ UyQ � N JC- a) 10Q cn QUO oN C) a) Ua) o, ® .L �i cl) v L6 o � oo 6 o r c�i c+j v � @ aUOHO dOl Ln so cp � Z Z C)O N O 0 V 3 � U w J Ol } 03 = m 00 0 0 W O N O w d CT 00,, O N m S m Q LL Q � n Ch c C' V/ U) C) L W ^L6 ODQ. N w J w V/ Z Z pp O O O C? c`) a0 6 ■ c.,j p v �_ �c as � VLU m N— o 00 N NNW � g O 0 � W m a 0 2 0 Z � S Q 0 N u w S N Z w Q Z Q LL U 0 = N Z Z 0 W O Q � m co N UUGHO dOl Q LL 3 U m = U cn �a Q) Q c 0 t N U Q � a) � C U -002 �_ 00 ' oN a) +N C C a)+`- U L O O d C N t 0 0Lw p a) Q � 'n 1- E C � L N U O O Z Ca) c � CN � p pU � p � O � OQ O O 0 C 0 O 7 3 a C N - Q CC) spa U0a) a) Cpp - Cps p � LU n p a N O N Q a O 0 .9 U C a C C yCL _ > p -aU _ Ea�U 0 7 OU 0 E C O Q OOO > a U O E 0 a) C c N N x toU a) O C N N } a) EEaO o � Nao ca OQ � N 5c z U ao ate' ° a} 0 a) ._ U a c O _ aZ ~ Q-a ° z 5 ° S 3 n U n a ca w N m O_ a N X Q z LuLu w LL Q v/ 0- _ J Q W # d J m Job Truss Truss Type City Ply Ryebrook Firehouse 15371529 D877R RB2GR COMMON 1 2 Job Reference(optional) Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14:22:43 2003 Page 2 NOTES 11)Bearing at joint(s)25 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2588 lb uplift at joint 25 and 2338 lb uplift at joint 12. 13)Load case(s)9 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 14)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)10049-51b down and 3053.711b up at 19-10-2 on top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-82.4,6-13=-82.4,22-24=-20.0,22-26=-60.0,21-26=-20.0,21-27=-60.0,27-28=-20.0,18-28=-60.0,18-29=-20.0,17-29=-60.0,12-17=-20.0,1-25=20.0 Concentrated Loads(lb) Vert:6=-7600.0 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-6=-124.0,6-13=-38.7,22-24=-20.0,22-26=-60.0,21-26=-20.0,21-27=-60.0,27-28=-20.0,18-28=-60.0,18-29=-20.0,17-29=-60.0,12-17=-20.0,1-25=20.0 Concentrated Loads(lb) Vert:6=-9819.6 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-20.0,6-13=-137.6,22-24=-20.0,22-26=-60.0,21-26=-20.0,21-27=-60.0,27-28=-20.0,18-28=-60.0,18-29=-20.0,17-29=-60.0,12-17=-20.0,1-25=20.0 Concentrated Loads(lb) Vert:6=-10049.5 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-6=-20.0,6-13=-20.0, 12-24=-40.0,1-25=20.0 Concentrated Loads(lb) Vert:6=-7134.0 5)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-6=53.8,6-12=34.1,12-13=25.1,12-24=-10.0,1-25=-17.0 Harz:1-6=-62.2,6-12=42.5,12-13=33.5,1-24=25A Concentrated Loads(lb) Vert:6=3053.7 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-6=34.1,6-12=53.8,12-13=78.7,12-24=-10.0,1-25=41.3 Harz:1-6=42.5,6-12=62.2,12-13=87.1,1-24=-32.9 Concentrated Loads(lb) Vert:6=3053.7 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-6=53.8,6-12=26.9,12-13=18.0,12-24=-10.0,1-25=41.3 Harz:1-6=-62.2,6-12=35.3,12-13=26.4,1-24=-32.9 Concentrated Loads(lb) Vert:6=3053.7 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-6=26.9,6-12=53.8,12-13=78.7,12-24=-10.0,1-25=41.3 Harz:1-6=-35.3,6-12=62.2.12-13=87.1,1-24=-32.9 Concentrated Loads(lb) Vert:6=3053.7 9)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plo Vert:1-6=-20.0,6-12=-20.0,12-13=-144.7,12-24=-20.0,1-25=20.0 Concentrated Loads(lb) Vert:6=-2135.3 e WARNING-VeriiN design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance ri regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek O Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. NN _ a) N^ _ a C O }, Q a -C -CC O C O 0 a) 0 O UC) U"- + C0 E Oa) O 0- L QN N O O Q O O O O 0� O C 0} C O O ' p 0 C 3 C 0) Z H p 0 C O p in- o U C0 0 y C 0-0 `" O j� C Q O)o N Q O c Q N a-O O �� a) O +� O m oQ O �t 0 a C (n a) a -0 O`D a) L 7 V � � Ncn °-0 OE 09 � °' a) Q0a) c� 0.0 a) ° oc o} o `a) EQ c� wc0 L 0o 00 ° na)-0 U` Na oa a) - 3 a' a) } ° o� 00 'aO C) 0 �° o v_) OQ' _ EO - - » o OE 0-0 0o ao -06 Eo a) c c Q + U C a) } 7 }}� U O 0L p O O N O H— 2 O U C LN - O V Nv a) a) a) 3O �p0 OE r{— LO) �_} H po ,= Q O O� N C m O .� C 7 O U} vi O oa)} Q 0� N in C °} 00 ° a)-cn C) NEE �E oU �� ; � O � 3 ° U a) a acnn )° c a NCO COC � c No > � a) 0:5 0a Q00 (na In-- a) � OLn O� C) 00- 0Q� O L 0 O)� i On O - �Nn O} c"- N _ N O O /�� '- a 0 O m _0 E 0 a) a) a) O C N 0 O O p N O U U p ° 0 C N O 0 0 O O 2 W O O O C 0 0 O } C }L O xQ15•- N aN 0� c a0 a 0 L O)L 0)O N j U j Q` 7 0 � N a) C�0 a) Q�.- 00 ° N} 0O0j a) a) °' aC _ NQ °� UCO pU � 00 U} 0 ° C C O C N co a) N U •C L io E N o a) ` Q N O a) N Q N a ��_ N 0� 0 a)� mQ� N QN EL U 3 �— o v> Qa v m c v c0 U M V 3 O �} C} C O C a� O� O 0L 7 0 O O C C O, O 0 O} C 0 0 O V - O ano Uo a.,0 � 0 �_w � 0a UNa n. N J� 0) 1- a m� � QUO oN o3a) Ua`) a ® L 0 r CV M V � r� a0 Oz O N CO �7 O GHOHOdOl s� z H Z 00 CD3 O 0 O O 0 U u) U O 0 j 00 O Z o a — � Q CV N U Cl) O m U Q J Q p; CV ' � Z Z 2 o cvj 00 Z O O Lu Q � 0 Q M - o g G Cl)_ H aQ U 0, m N U 0-) N W o r\ r\ •� a m o N LL o g 00 `n co 00 O o N LU H O � W m a ox0 z _ Z W U Q J NzW Q Z Q LL U i" � x v) Z O O w LLJ00 ZO 0 D m m UHOHO d01 ¢ 3 U m 2 U cn a� O O � �2a0 o U } C NCQ � �� C "Oo2 2 00 a) 06 � O o a) } 3 00 :3 c } a) } U L o m 0cn ° �� o Q Z c0 � ° (Do oci No o � oa O "0 0 0D3 C O - Nc � Q cQ- � � Oo °oa) a) a oo �' o ° o & pc �QC3 a)Oj .O - a as E � �'-' 0 ° Q QO O p j °�-0 -0 - O E U C o N �, gin + N_ C U c_ 'da O o Q) CCNN xN0 Tam OD }„ Cc � +- _ } � z c0wo tea) In O-2 � a) 00 O } OL _W Q o E E � � oar s a)o `- a o aLl) E N O r o a z U � oaN LLOL t- U aZ ate° z SU 3 O O * k is a U < c Q o W } O 1 III C N X Q z �/� g o2 Q d w Q V/ J Q W k CL J mZLF Job Truss Truss Type Oty Ply Ryebrook Firehouse 15371530 D877R RB3 COMMON 3 1 Job Reference anal Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14:22:43 2003 Page 1 l 6-9-11 13.3-15 19-10-2 I 26-2-14 32-7.10 I 39-M 4548.10 47-2-10 6-9-11 6-6-3 6-6-3 6-4-12 6-4-12 6-4-12 641-4 1-" Scale=1:80.7 4.00 rl2 5x6= 4x5 4x6% 5 4 4x5 3 6 4x5 4x5 4x6 5x6= 2 7 8 8x12 2.5x4 1 9 10 11 12 20 19 18 17 22 16 15 23 24 14 25 26 13 8x14 M1120H= 3x4 II 4x10=3x10 M1120H= US= 4x8= 5x6= 7x12 MII18H= 4x10 500 M1120H WB= 7x12 6-9-11 13.3-15 19-10-2 I 28-4-7 36-10-13 45.8-10 6-9-11 B-6-3 6-6-3 8-6-5 81r5 8-9-13 Plate Offsets X,Y: 1:0.4-0 0-4-0 11:0-2-13 Ed 11:1-5-7 0-2-0, 15:0-5-0 Ede 19:03-8 0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefi Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.65 Vert(LL) -0.55 14-16 >991 240 M1120 197/144 TCDL 10.0 Lumber Increase 1,15 BC 0.88 Vert(TL) -0.94 14-16 >578 180 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) 0.25 11 Na n/a M1118H 141/138 BCDL 10.0 Code IBC2000/TPI2002 (Matrix) Weight:237lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 2-6-14 oc purlins, except BOT CHORD 2 X 4 SPF 2100F 1.8E end verticals. WEBS 2 X 4 SPF No.2 'Except* BOT CHORD Rigid ceiling directly applied or 5-10-4 oc bracing. 2-19 2 X 4 SPF Stud,9-13 2 X 4 SPF Stud WEBS 1 Row at midpt 3-16,6-16 OTHERS 2 X 6 SPF 1650F 1.5E SLIDER Right 2 X 6 SPF 165OF 1.5E 3-5-6 REACTIONS (Ib/size) 11=2590/0-5-8,21=2478/0-3-8 Max Harz 21=-260(load case 8) Max Upliftl 1=-1019(load case 6),21=-839(load case 5) Max Grav 11=3442(load case 3),21=2791(load case 2) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-3146,23=3679,3-4=3398,4-5=3245,5-6=-3393,6-7=-4707,7-8=-5365,8-9=-5502,9-10=-5653,10-11=-5765, 11-12=10,20-21=70,1-21=-2395 BOT CHORD 19-20=56,18-19=2896,17-18=2896.17-22=3412,16-22=3412,15-16=4086,15-23=4086,23-24=4086,14-24=4086, 14-25=4948,25-26=4948,13-26=4948,11-13=5259 WEBS 2-19=-1034,2-17=635,3-17=-161,3-16=-384,5-16=1526,6-16=-1380,6-14=991,7-14=-852,7-13=348,9-13=-119. 1-19=3062 NOTES 1)Wind:ASCE 7-98;110mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. ! F NEFpv 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct--1.1;L=82-M 3)Unbalanced snow loads have been considered for this design. �Q PN GARL, O 4)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non-concurrent with other live loads. CO 5)This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent with any other live loads per Table 1607.1 of IBC 00. 6)All plates are M1120 plates unless otherwise indicated. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. r [L 8)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. Lu 9)Bearing at joint(s)21 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify J capacity of bearing surface. top 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1019 lb uplift at joint 11 and 839 lb uplift at �O.080091 joint 21. RGfiESS10NP OAD CASE(S) 6 WARNING-VeriJy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This designs based only upon parameters shown,and is for an individual building component to be � installed and loaded vertically.Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. y � C • N N O N} U C 0 } p OL L Lc oc 0 a `mv o c o Vo - - co E oa) — a) O L QN N a)� Q� O O O O �C�� C a)} C U a) += 6 0 Z C C} p7 NC _ C p)- C 3 C N O NOS C U p p U 0p E `n o O C N 'o O j.� C 6 DO N O O C N ` C3 cDa) Q 'o) LO }O 0� a)� 0)- 0- E 0) CU a) 0 -N a) co 3 N N O b N n` U .0 Q� o O� E N� 0 0 N a)N p CL } U Q �} C CO a) -C 0 O p �� L �� p N U O Q �� - 3 a)= 015 O U V � 4) oQ -0 `� E ! 0 U E QH o p O U U E O a) c C V) O C � — U_ - UI} c N a) O N O N— v, V 0 _L - a) �w �r U 3� O� O_c a o) -5 p O �n c 0 0 }_ p_ N 0 3 i � °'} o� h �} ° o Cc: NEE cE 0U �_U a) o73 00 _ma N d N p)� O O� O _� O y N 0� () a) a) N 7 Q N : pL C o C NU N } _ NO Cp NU -45E EN -0 UNN DC � S W LL O 00-0 Q � a) u Na) Noc � a) > � 0, " U UUU N� O a) c � � O 00 6c 0 U� C E U-0 O t C) N xQ� Q a) pQ�C N QQ o U p� C U Q� L N o)U O QC} O O N o N N N N O a) O U 7 _ O _} 5 C Q) E N N Q N 0 N— } N � L-U U N p a) •N.. O N O 0 N O L O C N N a) N U � C E 0 3 �oo c} c �0 cad' °' o 00 E00 o° oflm C: -CcU c} U) �' � UI _ c 0} o0 o-- c o o, 0 a.a0 Uo a.,o � o S—w Boa um aN 3co) 106. m� � QUo o 0 a) UN o, dr 04 Cl) v Sri -o 00 p: �i v GHOHO dOl Ln `rZj U z w Z N O 00 V 3 OO CID�• 0 3 = J O y U) U O cD � � z o oW Fx U N Cl) _ 0 0,U) I s Ir,c p W � ( °O N .pp OZD1 W ~ co m OO OMC � LL ,� Q O W O N W a O 0 � w [L CL U H lk w M Q L� C ZOO Z u J C Q N w = � j = Q Z Q U Z v oOQ m 0 O cU-n - Q < 3 U m 2 U cn CIHOHO dOl �a w -' Qp N U } C: O } U Q �3 N � C 00 � �_ UO N p CS a) a) C 3 U 0) t N + OL O � "UQ N d t L N O O U } Q Z c p C N C:4 O 20 O U N O 0) O Q O a 0 0 7 3 c 0 h � �- C C: -0 } Op UUOa) a) p0 p COW 0 -0 -C ° E � -0t aim co - °' Via) - en w � �, ° oo moo � °' Q o a)° N U ° o ` c c 0 > O 0 a E U C U O QO 0 0 j N --0 -0� V c p � p � p a) 10 C C N N x N U T in _- a) O O C } Q C a) a) � � � � H � � C C: � CL U UU y a) EEo 07 � 0 o m E � c Z Ud � Q � � Q.= � � U pZ � Q� 0 Z C � 3 OV — ^ c Q i.i V r (� W Iq m N JJ III a W X Z LLI/� g i o Q +. Q .- V/ G J a W k d J m Job Truss Truss Type Oty Ply Ryebrook Firehouse 15371530 D877R RB3 COMMON 3 1 L Job Reference o tonal __ Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14:22:43 2003 Page 2 LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-5=-82.4,5-12=-82.4,17-20=-20.0,17-22=-60.0,22-23=-20.0,23-24=-60.0,24-25=-20.0,25-26=-60.0,11-26=-20.0,1-21=20.0 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-124.0,5-12=-38.7,17-20=-20.0,17-22=-60.0,22-23=-20.0,23-24=-60.0,24-25=-20.0,25-26=-60.0,11-26=-20.0,1-21=20.0 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-20.0,5-12=-137.6,17-20=-20.0,17-22=-60.0,22-23=-20.0,23-24=-60.0,24-25=-20.0,25-26=-60.0,11-26=-20.0,1-21=20.0 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=-20.0,5-12=-20.0,11-20=40.0.1-21=20.0 5)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=53.8,5-11=34.1,11-12=25.1,11-20=-10.0,1-21=-17.0 Horz:1-5=-62.2,5-11=42.5,11-12=33.5,1-20=25.4 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=34.1,5-11=53.8,11-12=78.7,11-20=-10.0,1-21=41.3 Harz.1-5=-42.5,5-11=62.2,11-12=87.1,1-20=-32.9 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=53.8,5-11=26.9,11-12=18.0,11-20=-10.0,1-21=41.3 Horz:1-5=-62.2,5-11=35.3,11-12=26.4.1-20=-32.9 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=26.9,5-11=53.8,11-12=78.7,11-20=-10.0,1-21=41.3 Horz:1-5=-35.3,5-11=62.2,11-12=87.1,1-20=-32.9 9)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-5=-20.0,5-11=-20.0,11-12=-144.7,11-20=-20.0,1-21=20.0 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance Fyn's regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek r, Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D"Onofrio Drive,Madison,WI 53719. 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Wed Aug 27 14:22:44 2003 Page 1 (1-6-q 6-4-9 11-" 16.8-4 21-3-61 25-10-8 32-0-7 38-2-7 44-4-6 1 51-9-0 53-3. 1.6-0 6-4-9 5.1-14 5-1-14 4-7-2 4-7-2 6-1-15 6-1-15 6-1-15 7-4-10 1.641 Scale=1:91.5 Fasten member with two rows of 3/4"dia. exla Mu20H� astm A307 bolts with washers spaced 6"o.c.. a 00 12 Bolts must be applied in accordance with NDS1997. total bolts= 6 6 Total bolts required includes bolting 7x12 US m� specified by hanger if applicable. 4x5% 7 6x8% 3x6 II 9 6 4x5 zz:6x8 5 10 4x5 4 1t 4x5 3 12 1 2 /3 14 Ell I 5x8= 25 24 23 22 26 21 27 20 1928 18 17 16 15 5x8 3x6 11 4x5= 6x8= 8x12= 3x6 II 8x112= 6x8=4x5= 6x8= 4x5= 3x6 II 64-9 I 11.6-6 I 16-8-4 I 21-3-6 i 25-10-8 32-0-7 I 38-2-7 444.6 I 51-9-0 i 6-4-9 5-1-14 5-1-14 4-7-2 4-7-2 6-1-15 6-1-15 6-1-15 74-10 Plate Offsets Y: 8:0-7-0 0-0-13 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.17 Vert(LL) -0.16 16 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.29 Vert(TL) -0.24 16 >999 180 M1120H 187/143 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.06 13 rda n/a BCDL 10.0 Code IBC20001TP12002 (Matrix) Weight:1359lb LUMBER BRACING TOP CHORD 2 X 8 SYP SS TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. WEBS 2 X 4 SPF No.2 'Except* 7-222X4SPF2100F1.8E,8-202X8 SYP SS REACTIONS (lb/size) 2=121/0-5-8,22=9701/0-4-12(input: 0-3-8),13=3586/05-8 SPECIAL ANCHORAGE,DESIGNED BY Max Horz 2=257(load case 7) OTHERS,IS REQUIRED AT SUPPORT(S) Max Uplift2=-510(load case 3),22=-0507(load case 5),13=-1488(load case 6) LOCATION(S)TO ALLOW FOR THE MINIMUM Max Grav2=582(load case 2),22=12130(load case 2),13=5089(load case 3) REQUIRED SUPPORT WIDTH SHOWN. FORCES (Ib)-First Load Case Only TOP CHORD 1-2=26,2-3=957,3-4=1882,45=2399,5-6=2480,6-7=2382,7-8=-6456,8-9=-6503,9-10=-7482,10-11=-0131, 11-12=-8227,12-13=-8672,13-14=26 BOT CHORD 2-25=-806,24-25=-806,23-24=-1731,22-23=-1731,22-26=2855,21-26=2855,21-27=2855,20-27=2855,20-28=7030. 19-28=7030,18-19=7030,17-18=7753,16-17=7753,15-16=8015,13-15=8015 WEBS 3-25=180.3-24=-1016,4-24=317,4-22=-662,6-22=-688,7-22=-9594,7-21=-10,7-20=6047,8-20=-3912,9-20=-1422, 9-18=773,10-18=-912,10-16=284,12-16=-285,12-15=42 NOTES 1)N/A 2)3-ply truss to be connected together with WS45 USP(0.25"x4.5")Screws as follows: Top chords connected as follows:2 X 8-2 rows at 04-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc. OF N EIw,y Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. V 3)Wind:ASCE 7-98;110mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left �P Jrti,N GA% 0 and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. q 4)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1;L=82-M 5)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. r' / CE 7)All plates are M1120 plates unless otherwise indicated. 8)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. W 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the ? bottom chord and any other members. 10)WARNING:Required bearing size at joint(s)22 greater than input bearing size. �A 0.0$0�9 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 510 lb uplift at joint 2,3507 lb uplift at joint R P� 22 and 1488 lb uplift at joint 13. �FES SI ON A WARNING-VeryJj design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure 1s the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. 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Wed Aug 27 14:22:44 2003 Page 2 NOTES 12)Load case(s)9 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)10049.51b down and 2870.51b up at 25-10-8 on top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-8=-82.4,8-14=-82.4,2-26=-20.0,26-27=-60.0,27-28=-20.0,18-28=-60.0,13-18=-20.0 Concentrated Loads(lb) Vert:8=-7600.0 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-137.6,8-14=-38.7,2-26=-20.0,26-27=-60.0,27-28=-20.0.18-28=-60.0,13-18=-20.0 Concentrated Loads(lb) Vert:8=-10049.5 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-8=-38.7,8-14=-137.6,2-26=-20.0,26-27=-60.0,27-28=-20.0,18-28=-60.0,13-18=-20.0 Concentrated Loads(Ib) Vert:8=-10049.5 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-8=-20.0,8-14=-20.0,2-13=-40.0 Concentrated Loads(lb) Vert:8=-3202.9 5)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=78.7,2-8=53.8,8-13=34.1,13-14=25.1,2-13=-10.0 Harz: 1-2=-87.1,2-8=-62.2,8-13=42.5,13-14=33.5 Concentrated Loads(lb) Vert:8=2870.5 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=25.1,2-8=34.1,8-13=53.8,13-14=78.7,2-13=-10.0 Harz:1-2=-33.5,2-8=-42.5,8-13=62.2,13-14=87.1 Concentrated Loads(lb) Vert:8=2870.5 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1 33 Uniform Loads(plf) Vert: 1-2=78.7,2-8=53.8,8-13=26.9,13-14=18.0,2-13=-10.0 Horz:1-2=-87.1,2-8=-62.2,8-13=35.3,13-14=26.4 Concentrated Loads(lb) Vert:8=2870.5 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=18.0.2-8=26.9,8-13=53.8.13-14=78.7,2-13=-10.0 Harz:1-2=-26.4,2-8=-35.3,8-13=62.2,13-14=87.1 Concentrated Loads(lb) Vert:8=2870.5 9)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert: 1-2=-144.7,2-8=-20.0,8-13=-20.0,13-14=-144.7,2-13=-20.0 Concentrated Loads(lb) Vert:8=-2135.3 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek / Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. �1` c C: c d O �— CL 0 L CC: Uc 0 6C0 � C o a } �� a) �_0 Nc � 0 00 °C�-0 c � °; c m � o� z � 0� N 6c Uo co C. 0 o �, c �= c 3 N ��t C y6 OU O � `np a) Op CN �� C: C) 6)0 u, Q0 c ` 7 C > 0 6 h} L6 U} C-0 -060 4) c�- Q0 UC In h 0cn 6fn � �` Via) 0 O1 } 0 U"O Nt 0)- N U- _E 6 a) O� N 7 ai C H W cn '0fn}) o0 of N -a U6a) c� mo a) ° � � CL EQ c} ..— yoa) C 0o Oo Er La)-0 � � oQ �� } 3 a) � a) °off ma co O "- 0- �Q 'C'O -0aa) .-}? } � � U ' o oL o� 6 ° of NO mo c �� my � 36 �o � o }'—' � 0) � cm o � w0.o _� > v+ H i a) O CO} CO a) CO N N E �c C O -0 C �N CO �O � 3 O` U } `O x 6 O 0 _ 6" U a) v, " a) Q a)} L O d a) 6)O O O-0 O y � `n C0 fn J 2 OQ U N� D � Q `" 0 � � o- c) a p a) C 0 W Lf O 00-0 Q � Oa NN � 6c °� a) a) � OO w () 60U �p O CO a) C � N0 }00 "aC Y O U-0 C Oa- -c C }L _O 0-15}. -_ Q— a)� c a) a) -6 L 6)L �O- O U U a� 7 6 0 � 6)0 0 0 6 O h} N 6 6 N A 0 QC _ QQ 0-a U c:4- 0t= C w 0 a) C a) Q C} Q 6 U a) -V O U 7 } O }+ L - a) a) 0C 0)i v nOU cnUO -0 i- C a) 4) O L6 6 �, O4) Oy 0 N p >ac }L 0 0 a) a)� � QN FLU � 3 Q- o v> oQ� v � o cv cry av 0 CL.00 u0 a-oa �0 �?� Boa �Na aE ?° � ° a ma= Z Q °o o° C) aa)) va`) a ® O cj r cli r �i v Vi Id co oz �2 v `n QQ CHOHO dOl w Z o O `° o x � O 03 = J o y U) U O U' j op p Z Q wol E O N N U_ O w 0- P 00,, O (/7 m U Q w Q LO n Cl) ' W • Q w (� w °ON C'OV Z Cl Z Z 2 0 C? Co0O co O CC) w � 'oQ � oU o Q O' CO p,, ■� W M N w O 0 L. LOUD CL 2 Ix U Lu ox0 Z I <n ON w =QZw Q Z QU- U N Z m Z UN 90 Q ° Q m 3 cn° 3QaOHO d01 0 0 N � Q � a) 6) C U -0o �_ p0 C _L `) 6a) a)} a) 3a) Q } y a) _ U Z C O U 0 }n O -C �i 0 Q p -o c} 3 ° o a y o 0 -0 0 Q Q 0 -0 ° E -ou � a mO °00 a) - o ° aO`� - Z _O c C3 c O t c a) a c p } 6 } 0 0) OccQN � � > O `— Q Oa � � H 0 ° 0= QOO " o'° � � O E _UC 6 O �, � � � c� \-O 6U c Sao "' O Uo a a) cC �nN xw a) 0 ` Ctiu 7 Z } a) N N j N 6 v�i - C a) 6} 6L Q C +" } y y C �- Q U U U Z U 6Q Qom' L Q.*- 0 oZ Q6t0 Z OU 3 k * Ic Q U C O n � � N m ` w f III O N X Q Z O - uj Q w Q111 El a Q LU a m Job Truss Truss Type Qty Ply Ryebrook Firehouse 15371532 D877R RB5GR COMMON 1 2 Job Reference Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14:22:45 2003 Page 1 5-7-0 1 10-10-8 14.E-6 18-24 22.1-10 1 26-1-11 30-0-7 35-2-8 136.8.8, 5-7-0 5-3-8 3-7-14 3-7-14 3-11.6 3-11-6 3-11.6 5-2-1 1-6-0 Scale=1:66.6 8x12 Z'� Fasten member with two rows of 3/4"dia. astm A307 bolts with washers spaced 6"o.c.. 3 4.00 12 Bolts must be applied in accordance with NDS1997. 8x14 M1120HZZ, total bolts= 6 7.00 F12 4 Total bolts required includes bowing 12x12� specified by hanger if applicable. 4x5 i 5 4x5 zZz 6x8 2 6 7 4x5 7x8 i 8 4x5 1 9 10 " Ia 19 18 20 17 21 16 15 14 13 12 8x14 M1120H= 4x6 II 4x10= 12x14 MI118H= 7x12 MI118H= 4x8= 12x14 M1118H= 4x5= 3x6 II 5.7-0 10-10-8 1 14-6-0 I 18-2-4 I 22-1-10 1_ 26-1-1 30-0-7 35-2-8 1 5-7-0 53-8 3-7-14 3-7-14 3-11-0 3-11-6 3-11.6 5-2-1 Plate Offsets Y: 3:0-6-12,0-4-0 4:0-2-12 0-2-8 10:0-6-12 0-4-0, 14:0-6 8 0-6-12 16:0-5-8 0-2-0, 18:0-3-8 0-2-0 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.48 Vert(LL) -0.51 14-15 >825 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.88 Vert(fL) -0.73 14-15 >574 180 M1120H 148/108 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(TL) 0.18 10 r✓a n/a M1118H 141/138 BCDL 10.0 Code IBC2000r'rP12002 (Matrix) Weight:656lb LUMBER BRACING TOP CHORD 2 X 8 SYP SS TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except BOT CHORD 2 X 8 SYP SS end verticals. WEBS 2 X 4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 8-5-13 oc bracing. 4-17 2 X 4 SPF 210OF 1.8E,4-16 2 X 4 SPF 210OF 1.8E WEBS 1 Row at midpt 4-17,5-16 5-16 2 X 4 SPF 2100F 1.8E,5-15 2 X 8 SYP SS 1-19 2 X 6 SPF 165OF 1.5E REACTIONS (lb/size) 19=6393/0-4-10(input: 0-3-8),10=6814/0-5-8 SPECIAL ANCHORAGE,DESIGNED BY Max Harz 19=-521(load case 5) OTHERS,IS REQUIRED AT SUPPORT(S) Max Upliftl9=-2258(load case 6),10=-2665(load case 6) LOCATION(S)TO ALLOW FOR THE MINIMUM REQUIRED SUPPORT WIDTH SHOWN. Max Grav 19=7788(load case 3),10=9293(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-7317,2-3=-8868,34=-8130,45=-11812,5-6=-17317,6-7=-17715,7-8=-17771,8-9=-17729,9-10=-16644,10-11=23, 1-19=-6129 BOT CHORD 18-19=746,18-20=6109,17-20=6109,17-21=11218,16-21=11218,15-16=16320,14-15=16840,13-14=16819, 12-13=15383,10-12=15383 WEBS 2-18=-2331,2-17=2189,3-17=6048,4-17=-7724,4-16=7949,5-16=-9667,5-15=621,6-15=-796,6-14=153,8-14=27, 8-13=-431,9-13=1599,9-12=-331,1-18=5757 NOTES 1)N/A 2)2-ply truss to be connected together with 0.131"x3"Nails as follows: OF NEW y Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc,2 X 8-4 rows at 0-4-0 oc. Bottom chords connected as follows:2 X 8-2 rows at 0-9-0 oc. Q` PN GARO 0 Webs connected as follows:2 X 4-1 row at 0-9-0 oc,2 X 8-2 rows at 0-9-0 oc. 3)Wind:ASCE 7-98;11 Omph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 4)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1;L=82-M r' Cr 5)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non-concurrent with other live loads. LLl 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 7)All plates are MII20 plates unless otherwise indicated. 8)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 9)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the p D•0800 bottom chord and any other members. 9 P� 10)WARNING:Required bearing size at joint(s)19 greater than input bearing size. �FESSI�N e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SLIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component to be � Installed and loaded vertically.Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek®Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. N c C O O _O U U O U-Cp O 0 C� E a N } N a)� QC D O 0 0 +p-0-0 CO � c C C �� } p 6 o -�} - N o � 0 C -0 a�� Q o � a � yW� C "RCN L Up O ° ma) O� 0 OQ �� }0-00 O p00 O0 CO V ° � °' a ' = E,o }`� E > > o aE ao ° o aU -° ° � ° Eo 0) c c O } U � + ~Q -0`0 aN L7 } , w U � O NL 0 E 'n_ NO C NOC O LT N +I 00 �+ - °w OE C Nrn NCa) p � � C j6 U} CA V O C N U �.� U 0 3� } p� C +L- 0 0 0) 7 �-t rn p 0 � > 0 Oi -Q 0� OC} OC p p 0 N E "- 7 Q C 07 O j 3 O`} x c O ° 00 O CNC O0) a) > 7 C- o ° E Oa) y0 - pN -o} O -07 mQ NN a /a. 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Wed Aug 27 14:22:45 2003 Page 2 NOTES 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2258 lb uplift at joint 19 and 2665 lb uplift at joint 10. 12)Load case(s)9 has/have been modified.Building designer must review loads to verify that they are correct for the intended use of this truss. 13)Special hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)12477.21b down and 3550.31b up at 18-2-4 on top chord. The design/selection of such special connection device(s)is the responsibility of others. LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIf) Vert:1-3=-82.4,3-11=-82.4,18-19=-20.0,18-20=-60.0,20-21=-20.0,16-21=-60.0,10-16=-20.0 Concentrated Loads(lb) Vert:5=-9400.0 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIf) Vert:1-3=-124.0,3-11=-38.7,18-19=-20.0,18-20=-60.0,20-21=-20.0,16-21=-60.0,10-16=-20.0 Concentrated Loads(lb) Vert:5=-12145.3 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plo Vert:1-3=-20.0,3-11=-138.9,18-19=-20.0,18-20=-60.0,20-21=-20.0,16-21=-60.0,10-16=-20.0 Concentrated Loads(lb) Vert:5=-12477.2 4)IBC BC Live.Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(pIf) Vert 1-3=-20.0,3-11=-20.0,10-19=-40.0 Concentrated Loads(lb) Vert:5=-3961.5 5)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pIf) Vert:1-3=-13.7,3-10=41.6,10-11=31.0,10-19=-10.0 Harz: 1-3=5.3,3-10=50.0,10-11=39.4,1-19=29.9 Concentrated Loads(lb) Vert:5=2393.5 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pIf) Vert:1-3=26.9,3-10=53.8.10-11=78.7,10-19=-10.0 Harz:1-3=-35.3,3-10=62.2,10-11=87.1,1-19=-32.9 Concentrated Loads(lb) Vert:5=3550.3 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pIf) Vert:1-3=53.8,3-10=26.9,10-11=18.0,10-19=-10.0 Harz:1-3=-62.2,3-10=35.3,10-11=26.4,1-19=-32.9 Concentrated Loads(lb) Vert:5=3550.3 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pIf) Vert. 1-3=26.9,3-10=53.8,10-11=78.7,10-19=-10.0 Harz:1-3=-35.3,3-10=62.2,10-11=87.1,1-19=-32.9 Concentrated Loads(lb) Vert 5=3550.3 9)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pIf) Vert:1-3=-20.0,3-10=-20.0,10-11=-144.7,10-19=-20.0 Concentrated Loads(lb) Vert:5=-2641.0 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss r. designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek a Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. .*.� 0 0 L 00 Uc O 0 � � c O CL } QN > a) Q� OO OO O > > CO3 mL �' C }� L �- C +- d '� C O N �= 5 O z N o 0- c O � o v p N c `p 0 c a �� U)0 3 Q0 _C . L U U�= C-0 U_O > C} a> N O > O >` 0)a) Q O) } O U� m} �0 C U C3 E C� 0 > O� �' 7 N >� C ZZ `a V 7 a) a) O �- � O Np >a - OQO �} N -p 0) C > 0 -a - L7 W C `�n a 0 •0$`° -6 U > c a U ) > c p c o} O E a cw v— � _— Noa) L 0o o� Na)Q oa > } 3 a) } a) 0+ > o o ci p O �� °Q �� m }L � �o 0 a`op a)I- oU � ° " E ,o � o c V O L > C O U >�. > U 3- O� _p C t p a) O O �' p 0 } > U 0 p) i w )L N� 0} a) O > y E - w c o o 3 O x 30 N O O O O C m C > 0) a), j 7 N C= 0 0 > N O n 0 > �+ O Q >� p L 0 d > O)- v� O� O •2 p 2 CO N_�} OC-�-N U _� y O Q O•"-' p�0 �" O C O O a-- _ W O O>� Q � a) » a) 0C - p > C) 0O rn � O0U �np O > C � � O � O 'ac O U•d C O L C LL O a-} - Q- �� L > d L �L �O— > U ] O O t 0 t 'n•+- x� O ti > QC h Qa U Ct p+ C Ow U a� O a) > �p > aC} O a O O > O » U - N "' L > U p 0 0 7 +- O }l a) O t^f�` L3 E a) C) v vNi > U N.,U > t C > EOy > ON O 'W O > C �L U c O N� N� > QN EL U 3 n-'0 U > $ a� U > C U CL V �•) V aQo Uo a-6a �o �?� Saa UNa aoy � � ° a co°O � Q °o o� p° 3aci Um a ® a d 0 N c 7 V O I� a0 p O N c7 Ni L O CHOHO d01 Ln 5O p s� � Z w Z O N0 0 O cn U O 0 j oo O z ` O C co W U N N P/� CL 2 0 cV 0` C) m O= Q w Q � ^ P W - W w i CO p' N CD O Z Z 2 C) co O M a0 10 O ■� C � "' r O 0O- Q < O U m 0, O� O •L� d m 0 (n LL ~' 00 H 00 CO o o � � � g H O � w m a U , � oi0 z _ Qo cx w = _ p <nZ Nw Q Z Q � U -- Z CV Li O � cC w Z Q D m co N GUGHO d01 Q LL 3 O U cm :EU N �� > Q C O __ t a0 a) U c — U N Q H N p C d O �_ 0 0 _> > u; D o > >} aa) C:C -C a) U L >cn ° 6c Nt p U O > Q + H , E L fri -C N U O O Z c > C w C� > p p U n p 0) O Q O 0- 0 O C -- ( 0 O N N a 0 0 a) O O OO " L � � U � p0 ti} > } > += cn w > C U p N O t C > 0 _ `O } O > 0 .9 OC OCC � > w > pp Ca � ] `� O (n Oc O a 0 0 �n O\� O E •- U C : O > C C cn N x h p T> > O p N C C } +- Q Z �" > > > > rn C > > 0 p } 6 L Q �, E E a o t 60 � a m a � c z U � o ate, � a} �- °' o > ._ c9 at _O * az Sao ° z Vic0 -9 r _ m U Ua co ° I I � � co N x a _z t/) = I 0-1 w < LL Q g a � m Job Truss Truss Type pry Ply Ryebrook Firehouse 15371533 D877R RB6 ROOF TRUSS 4 1 Job Reference t' Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MTek Industries,Inc. Wed Aug 27 14:22:45 2003 Page 1 4-9-12 9-4.0 1 17-10-5 26-4-11 35-2-8 ,3T6-8�8 4-9-12 4-0-4 885 8-6-5 B-9-13 1-" 6x8 Z Scale=1:67.5 4.00 F,2 3 4x6 2 3x4 11 4x5 1 4 08 5 4x5 8 7 VF 8 9 Ia = 75 16 17 14 18 13 12 11 10 4x8 Z 4x8 ZZ 7x12 4x6= 5x8= 500 M1120H WB= 2.5x4 11 3x4= 702 M1118H WB= 0-1T12 93-0 17-10-5 1 26-4-11 35-2-8 0-1-12 9-2-4 8-6-5 84-5 8-9-13 Plate Offsets Y: 8:0-04 Ede 13:0-5-0 Ed e LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.98 Vert(LL) -0.35 10-12 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.61 10-12 >687 180 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(TL) 0.20 8 n/a n/a M1118H 141/138 BCDL 10.0 Code IBC2000/TPI2002 (Matrix) Weight:186lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-7-12 oc purlins, except BOT CHORD 2 X 4 SPF 2100F 1.8E end verticals. WEBS 2 X 4 SPF No.2 *Except* BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. 4-12 2 X 4 SPF Stud,6-10 2 X 4 SPF Stud,1-15 2 X 4 SPF Stud WEBS 1 Row at midpt 6-12.2-15 SLIDER Right 2 X 6 SPF 165OF 1.5E 4-7-1 2 Rows at 1/3 pts 4-14 REACTIONS (lb/size) 15=201010-3-8,8=2009/05-8 Max Horz 15=-350(load case 5) Max Upliftl5=-036(load case 6),8=-843(load case 6) Max Grav 1 5=2038(load case 3),8=2925(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=-123,2-3=-1669,3-4=-1749,4-5=-2987,5-6=-3112,6-7=-4030,7-8=-4141,8-9=6,1-15=-222 BOT CHORD 15-16=1035,16-17=1035,14-17=1035,14-18=2860,13-18=2860,12-13=2860,11-12=3771,10-11=3771,8-10=3771 WEBS 2-14=975,3-14=443,4-14=-1626,4-12=628,6-12=-980,6-10=158,2-15=-1893 NOTES 1)Wind:ASCE 7-98;110mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category II;Exp C;endosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1;L=82-0-0 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. F N E W 6)All plates are M1120 plates unless otherwise indicated. � }� 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. ,r\Q JP,4 GARL'� 0,9 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 636 lb uplift at joint 15 and 843 lb uplift at joint 8. 1— fr LOAD CASE(S) Ll 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 2 Uniform Loads(plo f? Vert:1-3=-82.4,3-9=-82.4,15-16=-20.0,16-17=-60.0,17-18=-20.0,12-18=-60.0,8-12=-20.0 �O.0800*3 2)Unbai.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 �Q P\' Uniform Loads(plf) OFESS10 Vert:1-3=-124.0.3-9=-38.7,15-16=-20.0,16-17=-60.0.17-18=-20.0,12-18=-60.0,8-12=-20.0 A WARNING-Verify destgn parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an Individual building component to be � installed and loaded vertically.Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult HST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 M iTeka Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison.WI 53719. H � Cp w N N o �„} C 0� c .a 0 �. o. 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Wed Aug 27 14:22:45 2003 Page 2 LOAD CASE(S) 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-20.0,3-9=-137.6,15-16=-20.0,16-17=-60.0,17-18=-20.0,12-18=-60.0,8-12=-20.0 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert: 1-3=-20.0,3-9=-20.0,8-15=-40.0 5)MWFRS Wind Left.Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=53.8,3-8=34.1,8-9=25.1,8-15=-10.0 Herz:1-3=-62.2,3-8=42.5,8-9=33.5,1-15=25.4 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=34.1,3-8=53.8,8-9=78.7,8-15=-10.0 Herz:1-3=-42.5,3-8=62.2,8-9=87.1,1-15=-32.9 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=53.8,3-8=26.9,8-9=18.0,8-15=-10.0 Herz:1-3=-62.2,3-8=35.3,8-9=26.4,1-15=-32.9 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=26.9,3-8=53.8,8-9=78.7,8-15=-10.0 Herz: 1-3=-35.3,3-8=62.2,8-9=87.1,1-15=-32.9 9)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-20.0,3-8=-20.0,8-9=-144.7,8-15=-20.0 e WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to insure stability during construction is the . responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. h � O_ O o c o oCv cmom— CL Q L E O O - _ L cl O � O �O a) O O O �C� p p D L4 C C O O ''_ _d O Z W 00. . N 0 a O N c O'0 .y N 0) C C)° 3 Q O � C > 0 O N} L O U C:-0 -0 0 0 a) O a} Qp U c �- 0 cn •p a) +� �Q0 0 a) 0 0 �� C U� a) 0 C: y a)O O w �t h 0 7 V C '' a)� 0 O ° N ° 0 O Q UQ OC �} O E O c� ° o °� vQ E� }`� E : `o OE ao ° oIn z OU 'o � ° Eo ° c c C (n _O.- 0 L > a) +I a) a) - U a)} L �n N }� } N 7 � O L_ (n C� O � w 0 _7 � (�� 3 O a)L ° � o} oX o �� Np� � c � 0 � ° 0 � 3 oU } o Xp c 0a`) ° °may ova °� C � 0 C E aE ° � No mIn a} o ° ` � Q mN �_ L O L m �o } 0n0 Ina) fn0 NO � OQU a)� � � a) 70- ��-`i' �� h OC 00 � C 0 O Q O to } C-- W LL O 0 0.0 n Vim ° a) a) a) 0 C °� a) > � O'n `" U O � U � 0 L p)O a) C a) a)cn In � �� -C Y U� C O } C }L O Op; _ Q,- N-0 c QO L ��— > 3 Q� Z) 0 0 O N 0)0 E �— 0 N_} 0 ti 4) QC Q 0 U C} 0� C O"- U a) C a) a) QC} O Q O 0 N 0 N N U �n O O U p U 'n } O }} C _ a) a� L ,n Opp N tea) y0 ^` a— m E p O C N v N a) U N U O '- C Q— O p� E 0 h L O� 0 0 } W >� C } O U+ O N� N II N aN E a) p 3 -0 > ° Qp p C N C p CL U VE 2-5 3 �} 0 O} Ct C � 0 C Q� 0} 0L � 0 O O O C C O} O 0 O} c 0 O� V - o o U o d-�0 0 �_w 0 Q U�' Q a �n .�C O) 1 Q m� S Q U O 0 3 a) U a) O cV c+) V L6 IO c6 o. L O OUGHO dol Ln So S� L z wz o H O 0 n' O C) r U w J Ol U) U) OU O U' Q O Z C) C W O N N O• M CD to cc m Q LL Q � CO V I (n w (� w ^ co p' N Z Z 0 00 O N 00 Z ■� O w 00 Cl) ao O c+i O O O .p v _ O� Q U LLA 0, cn Ol 04 O C) a. U) 00 OD co oN w �r w J w co 4 0 = 0 z _ ~ ~ w z U Q Q C N ce w S C) y z w Q Z w U Q Z r O � Q w O O CIHOHO dOl Q " U co S U cn T� w a) QC y � Q a) U) C U O p 0 N a) oH5 a)} c 3 � 0 -g0) n c } 0L p � � N � L } NL 2 UO 00 U «"' — = Q Z Ca) Ctn C} a) NO OU U) OO OQ OQ O o m 0 � 3 0 C Q C c - Op 0Oa) � a ppa) CO CO .yi w N L0 0 > C `) Q a s a) 0 N 9 UO CC ,� O � Opp EUC Q > O C C N X h p E a) a) O O C N N Q Z ' 0 0 0 j 0 an C a) 0 c 0L U) Q m E E 0 0 0 0 c L 0- ° °) °_ ° QE N U C U v z U � oaa) LL a} F— az -C a� ° z � 0 � 3 o O � r a � U Q c Q w ° w X z o o Q Q d _ J Q W i C J co - c O Job JTruss Truss Type Qty Ply Ryebrook Firehouse 15371534 D877R RB7 ROOF TRUSS 8 1 Job Reference(opt 1 Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MTek Industries,Inc. Wed Aug 27 14:22:45 2003 Page 1 8-1-9 16-2-4 , 25.10.8 , 34-8-1 43-2-1 51-9-0 53-3-Q 1.6-0 B-1-9 8-0-11 94" 8-9-9 8-6-1 8815 1.6.0 Scale=1:90.0 4.00 F12 6x8 zzz 7 4x6 8x6' 4x5 6 8 5x6 zz- 5 9 4x5 5- 4E 4 3 /1 1 2 12 13 T 1 4x5� 4x6 5x6 II 21 20 19 22 18 17 23 16 15 14 502= 05 2.5x4 II 3x6= 7x8= 502= 500 M1120H WB= 3x5= 2.5x4 II 06-- 5x10 M1120H WB= I 8-1-9 I 16-24 1W 25-10-8 34-8-1 I 43-2-1 I 51-9.0 i 8-1-9 8-0-11 0-44 9-4-0 8-9-9 8.6-1 8-6-15 Plate Offsets X,Y: 2:0-3-7 0-1-4 12:0-"0-2-11 , 19:0-3-8 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.77 Vert(LL) -0.32 16-18 >999 240 MI120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.68 Vert(TL) -0.54 14-16 >784 180 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.12 12 n/a n/a BCDL 10.0 Code IBC2000/TPI2002 (Matrix) Weight:246lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-11-2 oc purlins. BOT CHORD 2 X 4 SPF 2100F 1.8E *Except* BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 2-20 2 X 4 SPF No.2 WEBS 1 Row at midpt 4-19,6-19,6-18,7-18,8-18,10-16 WEBS 2 X 4 SPF No.2 'Except* 4-21 2 X 4 SPF Stud,6-19 2 X 4 SPF Stud,8-18 2 X 4 SPF 2100F 1.8E 8-16 2 X 4 SPF Stud,10-14 2 X 4 SPF Stud SLIDER Left 2 X 4 SPF Stud 4-2-12,Right 2 X 4 SPF Stud 4-5-9 REACTIONS (Ib/size) 2=539/0-5-8,19=3499/0-5-0(input: 0-3-8),12=1780/05-8 SPECIAL ANCHORAGE,DESIGNED BY Max Harz2=249(load case 7) OTHERS,IS REQUIRED AT SUPPORT(S) LOCATION(S)TO ALLOW FOR THE MINIMUM Max Uplift2=-047(load case 7),19=-1139(load case 5),12=503(load case 6) REQUIRED SUPPORT WIDTH SHOWN. Max Grav2=1117(load case 2),19=3945(load case 2),12=2684(load case 3) FORCES (lb)-First Load Case Only TOP CHORD 1-2=6,2-3=-241,3-4=-140,4-5=1090,5-0=1291,6-7=-1065,7-8=-1059,8-9=-2352,9-10=-2483,10-11=-3425, 11-12=-3532,12-13=6 BOT CHORD 2-21=144,20-21=144,19-20=144,19-22=-1116,18-22=-1116,17-18=2261,17-23=2261,16-23=2261,15-16=3205, 14-15=3205,12-14=3205 WEBS 4-21=157,4-19=-1343,6-19=-2733,6-18=2403,7-18=-135,8-18=-1666,8-16=657,10-16=-1012,10-14=150 NOTES 1)Wind:ASCE 7-98;11Omph;h=25ft;TCDL=4.2psf;BCDL=S.Opsf;Category 11;Exp C;enclosed;MWFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 0F 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11,Exp C;Fully Exp.;Ct=1.1;L=82-0-0 3)Unbalanced snow loads have been considered for this design. �P 0 GARS, 0,(� 4)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. 6)All plates are MII20 plates unless otherwise indicated. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. r' [L 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the 81 bottom chord and any other members. W b J = 9)WARNING:Required bearing size at joint(s)19 greater than input bearing size. � 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 347 lb uplift at joint 2,1139 lb uplift at joint N� 1 �� 19 and 803 lb uplift at joint 12. QA 0.080()9 �G V LOAD CASE(S) gGFES Si GNP e WARNING-VerVy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MTek connectors.This design is based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSS-89 Bracing Specification,and HIB-91 M iTeka WI Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onotrio Drive,Madison, 53719. 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C O� a c O 0 c 0 U V� Q O E E O U O O c p O E C 0 O K a fl U U 0 Y N m (� w III X Q z g W ` Q O Q n " -' Q W i d J Co Job Truss Truss Type Ory Ply Ryebrook Firehouse 15371534 0877R RB7 ROOF TRUSS 8 1 Job_Reference(optional) Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14:22:45 2003 Page 2 LOAD CASE(S) 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-82.4,7-13=-82.4,2-19=-20.0,19-22=-60.0,22-23=-20.0,16-23=-60.0,12-16=-20.0 2)Unbal.Snow-Left:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-137.6,7-13=-38.7,2-19=-20.0,19-22=-60.0,22-23=-20.0,16-23=-60.0,12-16=-20.0 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-7=-38.7,7-13=-137.6,2-19=-20.0,19-22=-60.0,22-23=-20.0,16-23=-60.0,12-16=-20.0 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-7=-20.0,7-13=-20.0,2-12=-40.0 5)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=78.7,2-7=53.8,7-12=34.1,12-13=25.1,2-12=-10.0 Harz:1-2=-87.1,2-7=-62.2,7-12=42.5.12-13=33.5 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pif) Vert:1-2=25.1,2-7=34.1,7-12=53.8,12-13=78.7,2-12=-10.0 Harz:1-2=-33.5,2-7=42.5,7-12=62.2,12-13=87.1 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=78.7,2-7=53.8,7-12=26.9.12-13=18.0,2-12=-10.0 Harz:1-2=-87.1,2-7=-62.2,7-12=35.3,12-13=26.4 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=18.0,2-7=26.9,7-12=53.8,12-13=78.7.2-12=-10.0 Harz:1-2=-26.4,2-7=-35.3,7-12=62.2,12-13=87.1 9)IBC Snow on Overhangs:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=-144.7,2-7=-20.0,7-12=-20.0,12-13=-144.7,2-12=-20.0 I I i I e WARNING•Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. N N N} p c o L LC a) C 0 C) a) a) c p Ua U'— } C: a) E oa) O d to N a) Q� 00 00 oa' a) Oj a) CI-C ap � * as C +- _ Z y o 0 C C) a o U p p H C a`a) O a C N .� _Ca O)O 3 p o _ �N o j U Sao a 6 0 0} _QN a N Q N 0 a a) -o N c V Q 0) 0� a wY a a)} O� a a} -� -a o a) C 0 + O O .�..CD � �a) �0 0o pO� � mQ a°� 00- �� L3 °� °off mo a0 u 0 ° m a) a ' �� }`� E � � `o aE Q-0 ao oU -aa Eo a) c c N 0 } U } �Q -010 '0 a) } +- U7 O a)L Oa aN OE �- y0 ha) - a L ' �v � m m - �� of r} N `" _°� ca� oa) � c ' a U•- a) ..c Q �� o} om oa3i ��E c w ° Q 6No `o 3 00 } o Xo c L -aN CN E 0a U NQ a)} N�0 0 ca) c N0 " o �7N 0� a a)( .a � 0 VQ 0pN �ON aN0 C: a _a QC O W LL O o a)-0 a) ° a) a) a) a c a) > o " U a U U cn 0 0 0 N m 0 6 C Q) 0 0 'a U-aC a LC LLO Q--} Q-- a),o La) a) -a La)L 0)O— > U D 7a 0 E * a } N} x� a N a) Qc N a0. � U C} 0:P C p� U Q� p a) 4 a) 0) a) QC} O O a) 0 > � � NN Op O U7 0 - m C C Q a U - Via) L .ON Oa) ` * N } :3 hO �'- a) E a) ac H v N0U hUa) } c - 0 Ud E0N L O� OpC } 0 3 �} �co c} cEQ cnQ� p} a C) o Epp Qo �9 � cc cv c�_ a) � � m V — ago Uo aka zSa =j° DaQ UNQ ah JC0) oa m°mac Q °o o� 0° : aa) U � a r •- LL ri v ui ,o r� 00 0= o � ri v ui GHOHO dOl Z w Z p N0 00 0 UJ Q Z U O U� ) 00 0 ` p a — CV — — N 8 I��C 0 W � o 01 01 01 a N m = mQ LL Q CL L ^ o1 0 W U � J LU n 00 p N OZ Z � c� a0 ■5� = �O= -PA O m Q Q � � P m 0, O 0 L p � NJ It Q ^ H 0 Lu m a o0 z _ a yLjj w = C) U) zi Q Z Q L GUGHO d01 Q LL 3 U m = U m a' Q O a) U } C: � U N Q NA o a) C •a 0 2 a) a p moN ` Da) a) } 3Ua 5U } N c } L� U p a� E a)<nL° v Nt Z C ° 0 4 0)o p U n p 0) o Q o 0- C)c ° boa 00 a) `ma oo°' o � o� z ° � � } A E U a v a m c } L o w po a) - a) 0. a pCh Ua UC � acc � Q o � > oho � � Eve o � 0 0 Q O O O N �a -0 a � c dap " 0 N a) 0 C C N m x N E, N O 0 C C } � f2 Z a) Omj a) N C � a) CO ac aL Q U a 7 `n � O � O a) 0 N U C U U z U �o Qom' ° Q} �' U az Q-a 0 Z c c 3 * * * U � Q c Q c U aLLJ C 0 D N m nn W III � J z w X Q� g U- Q Q d _ J Q W Job Truss Truss Type city Ply Ryebrook Firehouse 15371535 D877R RB8 COMMON 6 1 Job Reference tonal Truss Tech.Inc,Monroe,CT 06468,Stevenson Group 5.100 s Jul 8 2003 MTek Industries,Inc. Wed Aug 27 14:22:46 2003 Page 1 I 5-7-0 I 10-10-8 18-10-11 26-10-13 35-2.8 36�6 8 5-7-0 538 8-0-3 8-0-3 B-3-11 1-" Us Z:� Scale=1:71.2 4.00112 3 7.00 F12 4x5 4x5 i q 08 zzz 2 5 4x5 ZZ- 3x6 11 6 1 7 B 9Id = 15 16 17 14 13 12 71 10 Us Z 702 5x6= 3x10= 5x10 M1120H WB=30= 2.50 II 4x8 7x12 MII18H WB= i 10-10-8 18-10-17 26-10-13 i 35-2-8 10-10-8 8-0-3 B-0-3 8-3-11 Plate Offsets Y: 8:0-04 Ede 13:0-5-0 Ed e LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 31.2 Plates Increase 1.15 TC 0.90 Vert(LL) -0.33 10-12 >999 240 M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.78 Vert(TL) -0.63 14-15 >665 180 M1120H 148/108 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.19 8 n/a n/a M1118H 141/138 BCDL 10.0 Code IBC2000/TPI2002 (Matrix) Weight:178lb LUMBER BRACING TOP CHORD 2 X 6 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-75 oc purlins, except BOT CHORD 2 X 4 SPF 2100F 1.8E end verticals. WEBS 2 X 4 SPF No.2 'Except' BOT CHORD Rigid ceiling directly applied or 7-0-5 oc bracing. 4-12 2 X 4 SPF Stud,6-10 2 X 4 SPF Stud WEBS 1 Row at midpt 6-12,2-15 SLIDER Right 2 X 6 SPF 165OF 1.5E 4313 2 Rows at 1/3 pts 4-14 REACTIONS (lb/size) 15=1947/0-3-8,8=1995/0-3-10(input: 0-3-8) SPECIAL ANCHORAGE,DESIGNED BY Max Harz 15=-530(load case 5) OTHERS,IS REQUIRED AT SUPPORT(S) Max Uplift15=550(load case 6),8=-817(load case 6) LOCATION(S)TO ALLOW FOR THE MINIMUM Max Grav15=1957(load case 2),8=2878(load case 3) REQUIRED SUPPORT WIDTH SHOWN. FORCES (lb)-First Load Case Only TOP CHORD 1-2=422,2-3=-2126,3.4=-1980,4-5=-3074,5-6=-3212,6-7=-4033,7-8=-4138,8-9=4,1-15=-397 BOT CHORD 15-16=1615,16-17=1615,14-17=1615,13-14=2962,12-13=2962,11-12=3768,10-11=3768,8-10=3768 WEBS 2-14=198,3-14=1030,4-14=-1482,4-12=563,6-12=-868,6-10=147,2-15=-1934 NOTES 1)Wind:ASCE 7-98;110mph;h=25ft;TCDL=4.2psf;BCDL=5.Opsf;Category 11;Exp C;enclosed;MW FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=45.0 psf(ground snow);Category 11;Exp C;Fully Exp.;Ct=1.1;L=82-M 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 2.00 times flat roof load of 31.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607.1 of IBC-00. ! F NEW 6)All plates are M1120 plates unless otherwise indicated. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. ,`Q� JpN -'ARC/ 0 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas with a clearance greater than 3-6-0 between the (ij q bottom chord and any other members. 9)WARNING:Required bearing size at joint(s)8 greater than input bearing size. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 550 lb uplift at joint 15 and 817 Ib uplift at r' fL joint 8. W W .+ 2 LOAD CASE(S) � 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plo A �O.0800 9 2)Unbal.S ow-Left Lumber nc ease 1..15,Plate Incease�0;5013-17=-20.0,12-13=60.0,8-12=-20.0 AOFESS10, A WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an individual building component to be � Installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage.delivery,erection and bracing,consult QST-88 Qualify Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. y i c _ N N a) U N} v- c C a O NC O ONO O C O O O U U O U•� .- C C� E O N 0 d t aN N a) 0 QC O 0 0 O N a) c= N} N . 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O J W ^ 0O U N O ' � Z Z g p O^ Cl) a0 � ■� -'U 0� Q Q " U LU o, m 0, ON o ^� 0 w m n pm0 Z _ Q �- p w 2 (n Z 2N Q z Q � cv _ ? OQ m Z U p co U cU_n Z a�JOHO d01 Q LL OU m 2 U co a� o� Q-C L L "0N U � Q N 0) C U }0 0 0 0 mNy ° aa°i N} cci 3U ° :3 n C � N - U L ° o N Q 0,C O O 7 ° C NQ } N E t� } a) U O o m c "n 3 ° p U N o 0) o � o a Q c°- -° r- oa Dom a� a 00— o ° ov �- ° -0 � L } E U -0 0 N N W N ° o a ° c �Q ° m 0 N aoo � � ° � � �° ° O E EUc � � ° o O N .NO � CN 0 C 00O N ° NN 0 � c c N x N 0 �_ p N C N y 7 z c N N N N N C � a) C 0 0 L y Q E E p U } cni N ( C C: `� p N O U } U U z U�o aN °Q °' ° az° a ° z S ° c 3 U a a < 0 II � N " m oY LLJ w X z � g o Q,� Q y a J Q W Job Truss Truss Type City Ply Ryebrook Firehouse 15371535 D877R RB8 COMMON 6 1 Job Reference(optional) Truss Tech.Inc,Monroe,CT 06468 ,Stevenson Group 5 100 s Jul 8 2003 MiTek Industries,Inc. Wed Aug 27 14.22A6 2003 Page 2 LOAD CASE(S) Uniform Loads(plf) Vert:1-3=-124.0,3-9=-38.7,15-16=-20.0,16-17=-60.0,13-17=-20.0,12-13=-60.0,8-12=-20.0 3)Unbal.Snow-Right:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert: 1-3=-20.0,3-9=-138.9,15-16=-20.0,16-17=-60.0,13-17=-20.0,12-13=-60.0,8-12=-20.0 4)IBC BC Live:Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=-20.0,3-9=-20.0,8-15=-40.0 5)MWFRS Wind Left:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(pit) Vert:1-3=-13.7,3-8=41.6,8-9=31.0,8-15=-10.0 Horz:1-3=5.3,3-8=50.0,8-9=39A,1-15=29.9 6)MWFRS Wind Right:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=26.9,3-8=53.8,8-9=78.7,8-15=-10.0 Horz:1-3=-35.3,3-8=62.2,8-9=87.1,1-15=-32.9 7)MWFRS 1st Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert: 1-3=53.8,3-8=26.9,8-9=18.0,8-15=-10.0 Horz:1-3=-62.2,3-8=35.3,8-9=26.4,1-15=-32.9 8)MWFRS 2nd Wind Parallel:Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-3=26.9,3-8=53.8,8-9=78.7,8-15=-10.0 Horz:1-3=-35.3,3-8=62.2,8-9=87.1,1-15=-32.9 9)IBC Snow on Overhangs:Lumber Increase=1.15.Plate Increase=1.15 Uniform Loads(plf) Vert:1-3=-20.0,3-8=-20.0,8-9=-144.7,8-15=-20.0 e WARNING-Verijy design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stability during construction is the r. responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult QST-88 Quality Standard,DSB-89 Bracing Specification,and HIB-91 MiTek I�^ Handling Installing and Bracing Recommendation available from Truss Plate Institute.583 D'Onofrio Drive,Madison,WI 53719. ��/ C • h O N ant c -O C O Q L U Q U C O O c t C p N d Q� O O 0 0 O N N O j �} ti C D N } �- C t O C H Z O p 0- ) n 0 � a N o N y C 0-O 'in 0 N 0 j— C0 O)o 3 Qp ` N E - 0 + O -0 c C Q 'N - y 0)N Q O U� �} �� D O � ' Q--a O- N cn N N N U .� �� O� n� O N N o p CL } Q } •..- C y o N C U p UO 0� n NQ -0 O OQ �� -C 3 0:� � N O O 0 U _ _o> > � E � � 0 0E 0-`0 0 0 Eo Nc c 0 O } U } OQ -0`O N }•C 7 ''-t- U 7 N p NL U O E ti N C NNC O L N +I NN '0 USN of N+- crn c� O � HOC 0 U H 3 � �} a°� 0 �; c} o � c �� NEE �.� oQ Q°� 6wc 0 � 3 °off } � x c' L _ Q + O N c o c N c w C in m o > m � ° ° N N Na 0 N N D a p.0 a y N C o /L d Q�0 o 0 N C (n p CO N o N Q}! Q -O 2 O} N O C _ Q - W u- O ON-0 -a mN NN NOC N > O n NU D U � r �N NCN N t '0 Y U� C 0 0 +L C }L O xQ} - Q N 0 N QN L O)O— > � Q� 00 O N O O N 0)0 N Q�— O O O `n} N O N N N QC �, p N U C O 0 U 7 p 0 U} O C -D C Q 0 .- - N N N L� y O O 7 N ti 0 cn ^` /�� N E a) c) vyi c HN NUN 9 C Q_ U— E N LOB �c OC } W O O >� C t N U'- O N� N� c N Q'n E O U N 3 O > p Q C N C C N U t^ 0 � 3 �} 00:= C+ C �a c °-°' 0} ° 0L � 00 o° oNc � o oa o} � 0 � V 0 ago Uo a-_0 � 0 n_ � � 0a UNQ acn _j �- a m z) QUo o� 03o Um ® LZ O c r N C0 V O N � V � O I� � a0 U GHOHO d01 LO S� 00 JW~OrZH3 x ��n N O O U w N oZpzf U) UO 0 ao O Fe O N Ow X0 N0,O O_ co w � c a o(D W 00 oN 2i Z Z 0 O w O O � , II r •~— z g v G _ ZM O oo Q < - U U CO 0, N O ` •L d m N LL ~' 00 FU- co o0 � Nw Q H O u, m d V � � 0 � 0 z _ QCy w 2 0 fn Z w Q Z Q LL Z N r zp � m Z U p m y -' OQLL 3 OU m = U m GHOHO d01 _D Q C O t L O U QO U + c — U N Q N Q C -p p D 0 � vN N} 3U0 .50� } � pC C -Cw- UO N _ } 'n E L Q N U O O O O O C N C " 3 D o p U `a p O Q O Q O 7 _ O - H Q C0 c 0 0 _OU O N a) a- o0 a� o 2 00.`�'i �- O "O L + E U _0 U D (n N } N } N Z N C D }O o p t C N Q 0 o p C WE _0 y O > O`d O CL E U C 0 j o O O QO O p T cn (N Q _0 U c -0 p p `" o N 0 N C C to X h C E N N 0 0 n C (n N Q z C000 -q a) in5C O- `Fp_ 0O 0c ODU h NEE O z ' LZ - ' 0 ° � O0 c Z 0 z p 0 � a� � 3 ^ '- LU c ij V p Ow I I L N N "Z:T m J (� w X Q� III El cry j O Q Q w ♦ a J m Vk)f yr it cwy iv.vo ran ri4aoiauiu IQJ02 FROM i Rye 8roak 8uildiri5�En41reerir�y Pr-CNE NO. 91A9395��1 2 1g4P� 'S , t f r ENGINBERme AND BUILDING DEPRiZTMEFt7 MAY - 7 7^''� VILLAGE OF RYE:BROOK 938 KING STREET RYE BROOK,NEW YORK IU73 VILLAGE OF RYE BROOK PFIOW(914)931 -4 FAX(9141939„801 L BUILDING DEPT. #�'#s*s*�rt**sis##4F*4##FfIr#ii!####ssrx♦i!#•s+Mw#«rsraMt#tihsitii#i7zi#####Mssis UPP 5 �O -SP 1 KLER A,PPLf R Permit# O � Fre $10.00 FOR S 1,000.00 COST OF mcm (ly W.OF M.00) 1= N15- US ARRI10 241_494 described herein OWNEi3NA W; Villa a of Rye Brook Tel, 914-939-0668 AADRBSS: 938 Ring Street , Rye Brook, NY 10573 SHGTION:___j_BLOCK LL)T CONS`IFUJCTION CLASSIFICATION(Circle One): LIGHT ORDTNARY EXTRA PRESENT USE Or- BMDrN ; PROPOSED USE: Fire House DESCR1PTIONOF THIS WORK: Sprinkler System NUhMEROFSPRxN kS 182 COAISTRUCTIONCOST_ . 532,800.00 DESIGNER: D & S Fire Protection Corp. ADDRESS: 25 Palamino Place cm. New Windsor STATE; NY 12553 PHONE: 845-561-9190 FAX845-561-9010 SPR.YNI LEFL CQNTRAGTQR: D & S P i r e Protection Corp. ADDRESS. 25 Palamino Place CITY; New Windsor S7A.1'E: NY 12553 MONE: 845-561-9190 ' FAX- 845-561-9010 my 7 4w_r_7� SLV OF AP Lr{\.ANT rr1 V LMws iN DATE FROM : R ge Brook 8u i l d i n VEn s i neer i n g PHONE NO. : 9149Z95@01 Jul. 15 2003 l 1:l9AM P5 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING sTREXT RYE BROM,NFW YORK ig573 PHONE(914)93"68 FAX(414)939-5@Ql APP I CA7'.1"ON FOR +CERTIT'.XC4T OF C'�1l�L �1rtCE �y�•�p�/��\ Cal Y III J'yjtxFa.a NC�- MUM: G.O.PPE: PAED A L OCATYq-I: K i n g S t r e e t SECTION,-•_BLOCKt lAx: OWNEj . Village of Rye Brook ADDMSS: 938 King Street, Rye Brook, NY 10573 CONI'12ACFOR: D&S Fire ProL'ectionARkRarss: 25 Palamino PZace:, New Windsor, NY 12553 PERSON IN 1R3POAISISLE CHAR t4Et ChriStOvher A. Bu halter ADDRESS: 25 Palamino place, New Windsor, NY 12553 Affidavit is hetevvith submittod fnr tbiO imamm of a Cer ficuo of CmWjjaxxc for the structure horein STATE OF NEW YORX COUNTY OF RMACHOWMaa: ORANGE Christopher A. Burkhalter boi duly moru,daxxmaadmLya that he:asides as eri»Name of aMik=i) _ -25--Palamino-Puce in New Windsor, tM_ (Na zed 3=4 ( tylTuwrJ Vilt;gv} in the C'.ounTyof orano a is tho Surw of NY _._ that bm bias suparvise:d rho work at thi;lw adore hAcatnd above,aid list the actual cost of conshtrdon andlor domolitioln was.S. 32,800. for the canstru don, alteration or repair wi&or demolition oi% Vil•-age of Rye Brook Firehouse Mepou mt ti>rffiar states that.he Iles eotaz;gnod the approved plena of the structure hmVin refcrrcd to figw whiz a Certificate of CaMliance is so9 aLt,and that to the best of lets knowWga and belief,the st metuirt his bean erected auNor dmohabod in aecoldance3 w0m.tka approved plaw,and my�>S thoma except in so fiat as variudam therefore hauo been*$Wlysuthouized,and as araoted uWor demolishod oompUes with the laws gov iagbuilding Gousmuctipo and/or domolitim 8w=u m b*fm mo tbit 01st 44yof. April . 2004 Notary Public ' t:-�.N TILtiS 4Jt7 O Pubi- :I itr of New `G," No. 3E-•18217 48 QuaFfied in arLnn rqurty �..,cniasi4l Ex,Iran ivJ:l ulb2�S6,;:.,.. p Y :� � . �> i��I� T4. �� .r / )1f... t � VV1vI1GVV-! iv.vo raA vi4avtaviv 1004 "OBR. CERTIFICATE OF LIABILITY INSURANCE CSR DATE;&AK*Q"1"" 'RGOUCER A 12/05/03 THIS CIW FICA-E IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHT$UPON THE CERTIFICATE `ham Roil Group — New Windeor HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ,i d Quaaeaiph Avenue ALTER THE COVERAGE AFFORDED BYTHE POLICIES BELOW. TOW Windsor NY 12553 Phone; 845-562-2991 rax:945-561-4097 INSURERS AFFORDING COVERAGE NAIC0 iSURED I4SJ.4ERA. A&A PCOP"my i OaW0i6y inr Cc 071 I'iBJRtaRB� National Gran o Mutual 14788 p B Flre p 14teation Corp. INS'JRERC; a•*Jr$¢h Arwcloan $nlraranae Co. mi 23 Falaxi0 Now Windsor NYJS101553 INB'JRER D' Awaracan 7n w..auo,al ca.• W9URER P,; :OVERAGES THE POLICIES OF 1NSLRA1`4C4 616YED BELOW NAVE BEEN ISSUED TO T)1E INSURED NAVIEDA5CV6 FOR THE POLICY PERIOD INDICATED NOTWITHSTAND'NG ANY REQUIREMENT.TGRM OR CCNCI-)DN OF ANY CONTRACT CA OTnFR OOCUMGNT WITH RESPECT To Aj ICH THIS CGRTIFICAT-s MAY 9R'6SUW OR MAY FERTAIN,THG IN3URMC;6 A rORDGD BY THL POLICIES CESCRIBEO NI;REIN S SUBACI'TO ALL THE TERMS.BJCC6U3IONS AND:ONDITIONS CF SUCH POLICIES.AGGRECLATH UMITO SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R NtlR TYP FINBURANCA POUCY NUMBER DATE NIII CT f LIMITS GONFRAL LIABILITY cAcHoccuRRENCc o1000000 A X C041WERCIAL 3ENERAL LAaMTY 321461192 05/24J03 05/24/04 PREMISES v0a 000' S 100000 CLAMS MADE a OCCJR MED EKP(Ary one perwA 55000 PERECNAL&ADVW"Y $ 1000000 GENERALAGGREWE s 2000000 GEN'LAGGRIECATE LIMIT APPLIED PER PROOVCYS-COMNOPAGO I S 2 0 0 0 0 0 0 POLICY ECT LOC ALTOMOBILE LIABILITY COMBINED 91N0_E LIMIT B X ANY AUTO H2V26i91 05/24/03 ; 05/24/04 tE,eoaaenl s 1000000 ALL OWNED AUTOS BODILY INJUkT S 3CHEOUL>!C AUTOS (Per perscn) HIRED AUTOS BODILY IN,ILRY NON-oW ImID"T06 (IIIaakenu s PROPERTY DAMA3E ;9 (Pow mc-Gard) OARAOE UABIUTY AUTO ONLY-EA ACCIOENY i ANY AUTO 0TH R,THAN EA ACC 5 AUT ONLY; AGO 3 E E3&UMBRtLLA LIABILITY EACH OCCURRENCE 0 10 0 00 0 c o D k7 OCCUR CI CL mSmADE BL4852902 10/17/03 05/24/04 , AGGREGATE s 1C000000 s oEoucTlelE �I s X RETENTION 010000 0 OTH- WORKERS COMPENIATIC14 AND TORY IM1T9 ER EMPLOYERS'LIABIUTY I ANY PROP•IlIETORIPARTNEReXECUTVE E.L.EACH ACCIDENT S OFFICEIi/MEM82R BXCLU-3W13e I E.L.DISEASE-8A EMPLOYEE s Ir as 0esI orWer S ECIAL PROVISIONS CGICN E L.01EEASS-FOLI—JMIT 5 OTHER C Disability 1515791 C2/10/00 12/31/09 statutory CBSCRIP-ION OF OPERATIONS I.00ATIONS I VAHICI-ES I EXCLJSIONS ADDEC BY EN]DRSEMENT I SPECIAL FRCVISIONS Re: Village of Rye Brook Fire Houso, King $treat, Rye, NY Spxinklcr Contract 03-01-5 Our Project No. A03131 • General Liability endorsement CG2033 provides additional insured coverage for those required by written conatruction agreementa.Re:Contract with V/0 Rye Brook, Calgi/BMC Consulting Group, Sullivan A ohlteautre, OIDea Lynch Abbattista & Rotfeld Enginaarirg CERTIFICATE HOLDER CANCELLATION VORyXr2R SHOULD ANY OF TKEABOVB DB6CR166C POLICIES BE-ANcr,LG0 BGFORETHE 9XPI-PON DATA TNCRADF,TIME 153UING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE70 THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE7C DO BC SHALL Vil'-age 01 Rye Brock 11IFODF NO OFUOA'.'10N 81 OR LLAL1TY OF ANY KIND UPON TrIH INSURER,ITS ACGNTY OR ' 938K--nQ Streit REPRESENTATIVES. Dort Cheater NY 10573 AU ACORD 26(2D01i09) ACORD CORPORATION 1988 WV0 STATE OF NEW YORK WOKKEPS' COMPENSATION BOARD CERTWICATE OF PARTICIPATION IN WORKERS, COMPENSATION GROUP SELF-ViSURANCE a. Legal Name and Address of Business Participating in(3reup ld. Business Te,ephone Number of Business refererced in box"la" Self-:nsunnce(Use Street address Only) 845A61-9190 &S Fire Protection Corp _ ,5 Palamino Place le. NYS Unemployment_'nsurw--e Employer Rxgis;ratioa Nwnber of iew Windsor NY 11553 Business ref.-rented in box"Ia" 59-06904-9 b. Effective Date of Membership in the;Group 05lO1/00 c. The Proorietor,Partners or Executive Officers are I f. Federal Sm;)ioyer Identification Number cf Business referenced included(Only check box if all pwmers/efticers included) in box"la" all excluded or certain piurn ers/off,Cers exoludW 141-7D-631; Name and Address of the Entity Requesting Proof of 3. Name and Address of Group Self-Insurer ;overage (EnTiTy Being Listed as Certificate Holder) Associated BuUders and Contractors Compensation Trust c/o Reller Risk:Management (W333256) Md-AGE OF R'YE]BROOK 6315 Fly Road 138 ICING STREET I East Syracuse,NY 13057 'ORT CHESTM NY 10573 315-432-8210 315-432-9478 his certifies that the business referenced above in box"la"is complying with the:mandatory coverage ;quirernerits of the New York State Workers' Compcnsation Law as a participaiing member of the Group Self- isurer listed above in box"3" and participation in sudh group self-insurance is still in force. The; Group Self- lsurer's Administrator will send this Certificate of Participati,on to the entity listed above as the certificate holder in :)x he Group Self-Insurer's Administrator will notify the above certificate holder within 10 days IF the membership of le participant listed in box"la"is ter minaied. (These notices may be sent by regilar mail.) Otherwise,this erdficate is valid for a maximum of one year from the date certified by the group self-insurer. "this certificate is no longer valid according to the above guidelines and the business referenced in box "la mrinues to be named on a permit license or contract issued by the certificate holder, the business must provide the erttflcare holder either with a new certifjcate or other authorized proof[he business is complying with the iandatory coverage requirements of the New York State Workers'Compensation Law, Ender penalty of perjury,I certify that I am an authorized representative of the Group SelInsurer efereneed above and that the business referenced in box"fa" has the coverage as depicted on this form. Certified by: Charles T Reller _ ------- --- (Print name of suttiorized represenwivo of Lhe Group Self-Inure Certified by: �_ 12/5!2003 (Signauue) (Oae.i Title: Trust Administrator- Telephone Number: 315-432-6210 iSI-105.2 (2-02) WORKERS' COMPE TSATION LAW Q LID Associated Builders and Contractors Compensation Trust ATTACHMENT TO CERTIFICATE OF PARTICIPATION IN WORKERS' COMMENSATION GROUP SELF-TNATRANCE Name&Address of Business Participwing in Group Self-Insurance D&S Fire Protection Corp 25 Paiamino place New Windsor IVY 12533 Description of Operations/Locations: VMLAGE OF RYE BROOK FIRE HOUSE RYE NY. SPRlN1MER CONTRACT 03-01-5 OUR PROJECT NUMBER: A03131 Policy Number: W333256 Policy Period 05/01/03-04 Workers' Compensation Limits: Statutory Employers Liability Limit: Each Accident: $100,000 Disease Policy Limit: $500,000 Disease—Eacb Em to ee $100,000 uafv,icuuK iu:uo rtu 014301autu I�O1 � J } �"`� �r e e ,o�. 1�.� aV `y1,'I%1Siil,', !�}�' 'I a'�:13 -.`:317�)II:'il1@: G'T9••t1G1-J1 JO Fa"c -6O4C 05/07/04 914-939-5801 L '—�\/EF� F i; ��7LLUUVIfVc.3 !''KGL;; TO: E: ROSE f;I h I�.`I: RYE ROOK DUILDING DEPARTMENT cc: SILVIO SOLOMON—CALGI CONSTRUCTION—FAX i-li3 l Vr Qi=tIViATION WAS SIGN-1- 6) IN,i;N,I E. HELEN COVER SHL;� ( , 6 P;ER E NL,E VILLAGE CF RYE BROOK FH L kIIvIeN I S: .AL THE-REQUEST OF SILVIO SOLOMON OF CALGI CONSTRUCIILION AND yOUR TELEPgONE ftEQUESTI I I PERMIT APPLICATION AND CERTIFICATES OF INSURANCE WHICH WE UNDERSTAND HAVE BEEN A L 'A��C-S A}� f�L"(;ENED IN LEGIBLE F"OR.K1, I�LEASE col--17AC;l T'-1E FROM Rye Brook Building/Engineering PHONE NO. : 9149395801 Jul. 15 2003 11:19AM P4 ENGINEERING AND BUILDING DEPAkTMEN"T D � ' VILLAGE OF RYE BRWK %,. 938 KING STRFFT APR 2 ?_ n4 RYE BROOK, NEW YORK 10573 PHONE(914)9390668 FAX(914)939-5801 VILLAGE OF DIRE SUPPRESSION SYSTEM-SPRINKLER APPLICATION Permit # Fee: -� S I0.00 FOR EACH S k 900.00 COST OF PROJECT(MFN. OF$S0.00) The undelsigned h y makes applicatiari fc�r a Hermit eo�,erform the work shown on the drawir a inpanyjrW ties application and d_escribe0 herein` OWNERSNANiE: Vi11a e of Rye Brook Tel.## 914-939-0668 ADDRESS: 9q® King Street , Rye Brook, NY 10573 SEC nON:---J_BLOCK LOT CONSTRUCTION CLASSIFICATION(Circle One): LIGHT ORDTNA.RY EXTRA PRESENT USE OF BUYYDING; PROPOSED USE- Fire House DESCRIPTION OF THIS WORK: Sprinkler System NUMBER OF SPRINKLERS 182 CONSTRUCTION COST: $32,800.00 DESIGNER: D & S Fire Protection Corp. ADDRESS: 25 Palamino Place CYIy: New Windsor STA-M- NY 12553 PHONE: 845-561-9190 FAX§45-561-9010 SPRINKLER CONTRACTOR: D & S Fire Protection Corp. ADDRESS- 25 Palamino Place CITY: New Windsor STATE: NY 12553 PHONE : 845-561-9190 FAX, 845-561-9010 SIG QF APPLICANT BUILDING PECTOR DATE FROM Rye Brook Building/Engineering PHONE NO. : 9149395801 Jul. 15 2003 11:19AM P5 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 938 KING STREET RYE BROOK,NEW XORK 10573 PHONE(914)939-06" FAX(914)939-5801 APPLICA TION FOR CERTIl IcATLC' OF COMPLIANCE PFy1hW NO_ ISSUED: C.C.FEE: MW O LOCATION: King Street SECTION: 1 BLOCK: LOT- ( V#WEp- Village of Rye Brook ADDRESS. 938 King Street , Rye Brook, NY 1057 CONTRACTOR D&S Fire ProtectionAritsS, 25 Palamino Place, New Windsor, NY 1255 PERSON IN RESPONSrSLE CHARGE. Christopher A. Burkhalter ADDRESS: 25 Palamino Place, New Windsor, NY 12553 Affidavit is herewith submitted for the i=uance of a Certificate of Compliance for the structure herein mentioned: STATE OF NEW YORK COUNTY OF VJERTCUBSIM as: ORANGE Christopher A. Burkhalter befog duly sworn,deposm and says that he resides at (Print N me of Appiicaur) 25 Palamino Place in New Windsor, NY (No.and Street) (�tylfown/villrgc) in the Courtly of orange in the Stata of NY ,that he has supervised the work at the location indicated above,and that the actual cost of construction and/or demolition was:S 32,800. for the construction,alteration or repair and/or demolition of: Village of Rye Brook Firehouse Deponent fiuther states that he has exan ined the approved plans of the structure herein referred to for which a Certificate of Compliance is sought,and that to the best of his knowledge and belief,the structure has been erected and/or denmiished in accotdance with the approved plans,and any aniandumts thereto except in so far as variations therefore have been legally authorized,and as erected and/or demolished complies with the laws governing building oonstruction and/or demolition. Swcan to before me this Ol s t day of April ,20 04 Si Applicant Notary Public EFLEN TILLiS Notary Public. state of mew `oik No. 36-4821748 Qualified in orane_e County r �� ;nission Expires November 30, Ac;OR,D CERTIFICATE OF LIABILITY INSURANCE CSR ,JL DATE(MWDD/YYYY) D&SFI-1 12 05/03 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The: Reis'Group - New Windsor HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 58 Quassaick Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. New Windsor NY 12553 Phone: 845-561-2991 Fax:845-561-4097 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Ace Property G Casualty Ins Cc 071 INSURERS: National Grange Mutual 14788 D & S Fire Protection Corp. INSURERC: Zurich American Insurance Co. 25 Palamino Place INSURERD: American International Cos. New Windsor NY 12553 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. P LICY EFFE TI E POLICY EXPIRATI N LTRINSRE TYPE OF INSURANCE POLICY NUMBER DATE MMIDD/YY DATE MM/DD/YY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A X X COMMERCIAL GENERAL LIABILITY G21461192 05/24/03 05/24/04 PREMISES(Eaoccurence) $ 100000 CLAIMS MADE [X] OCCUR MED EXP(Any one person) $ 5000 PERSONAL BADVINJURY $ 1000000 GENERAL AGGREGATE $2 0 0 0 0 0 0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $2 0 00 0 0 0 POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1000000 B X ANY AUTO B2V26791 05/24/03 05/24/04 (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO EA ACC $ OTHER THAN AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 10000000 D X I OCCUR CLAIMSMADE BE4892902 10/17/03 05/24/04 AGGREGATE $ 10000000 $ DEDUCTIBLE $ X RETENTION $10000 $ WORKERS COMPENSATION AND - EMPLOYERS'LIABILITY TORY LIMITSI ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER C Disability 1515791 02/10/00 12/31/09 Statutory DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Re: Village of Rye Brook Fire House, King Street, Rye, NY Sprinkler Contract 03-01-5 Our Project No. A03131 General Liability endorsement CG2033 provides additional insured coverage for those required by written construction agreements.Re:Contract with V/0 Rye Brook, Calgi/EMC Consulting Group, Sullivan Architecutre, O'Dea Lynch Abbattista & Rotfeld Engineering CERTIFICATE HOLDER CANCELLATION VORYEBR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Village of Rye Brook IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR 938 King Street REPRESENTATIVES. Port Chester NY 10573 AU ACORD 25(2001/08) • ACORD CORPORATION 1988 STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF PARTICIPATION IN WORKERS' COMPENSATION GROUP SELF-INSURANCE 1 a. Legal Name and Address of Business Participating in Group 1 d. Business Telephone Number of Business referenced in box"I a" Self-Insurance(Use Street Address Only) 845-561-9190 D&S Fire Protection Corp 25 Palamino Place 1 e. NYS Unemployment Insurance Employer Registration Number of New Windsor NY 12553 Business referenced in box"I a" 59-06304-9 lb. Effective Date of Membership in the Group 05/01/00 lc. The Proprietor,Partners or Executive Officers are 1 f. Federal Employer Identification Number of Business referenced included(Only check box if all partners/officers included) in box"I a" all excluded or certain partners/officers excluded 141-70-8312 2. Name and Address of the Entity Requesting Proof of 3. Name and Address of Group Self-Insurer Coverage (Entity Being Listed as Certificate Holder) Associated Builders and Contractors Compensation Trust c/o Reller Risk Management (W333256) VILLAGE OF RYE BROOK 6315 Fly Road 938 KING STREET East Syracuse,NY 13057 PORT CHESTER,NY 10573 315432-8210 ( 315-432-9478 This certifies that the business referenced above in box"I a"is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law as a participating member of the Group Self- Insurer listed above in box "3" and participation in such group self-insurance is still in force. The Group Self- Insurer's Administrator will send this Certificate of Participation to the entity listed above as the certificate holder in box"2". The Group Self-Insurer's Administrator will notify the above certificate holder within 10 days IF the membership of the participant listed in box"1 a" is terminated. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for a maximum of one year from the date certified by the group self-insurer. If this certificate is no longer valid according to the above guidelines and the business referenced in box "I a" continues to be named on a permit, license or contract issued by the certificate holder, the business must provide the certificate holder either with a new certificate or other authorized proof the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative of the Group SelInsurer referenced above and that the business referenced in box"la" has the coverage as depicted on this form. Certified by: Charles T Reller (Print name of authorized representative of the Group Self-Insurer) Certified by: E`2Zel�l 12/5/2003 (Signature) (Date) Title: Trust Administrator Telephone Number: 315-432-8210 GSI-105.2 (2-02) WORKERS' COMPENSATION LAW Associated Builders and Contractors Compensation Trust ATTACHMENT TO CERTIFICATE OF PARTICIPATION IN WORKERS' COMPENSATION GROUP SELF-INSURANCE Name&Address of Business Participating in Group Self-Insurance D&S Fire Protection Corp 25 Palamino Place New Windsor NY 12553 Description of Operations/Locations: VILLAGE OF RYE BROOK FIRE HOUSE RYE NY. SPRINKLER CONTRACT 03-01-5 OUR PROJECT NUMBER: A03131 Policy Number: W333256 Policy Period 05/01/03-04 Workers' Compensation Limits: Statutory Employers Liability Limit: Each Accident: $100,000 Disease Policy Limit: $500,000 Disease—Each Employee $100,000 VILLAGE OF RYE BROOK 938 KING STREET VILLAGE OF RYE BROOK RYE BROOK, NY 10573 (914)939-0753 Phone BUILDING DEPARTMENT (914)939-5801 Fax Memo To: Silvio Solomo From: Michaellzzo CC: Victor Carosi Date: 9/1/04 Re: Exterior Lighting Required at 940 King St. After further review of Section 210.70 of the N.E.C. by the Village Electrical Inspector, I must disagree with Mr. Barry as to the applicability of this section as pertains to the exterior lighting requirements for our Firehouse. Section 210.70 of the N.E.C. applies to ALL STRUCTURES. Whether or not the exit in question was intended as a secondary means of egress has no bearing. The fact is that it exists. It is a means of egress, required or not, and the Code, not to mention common sense dictate that this exit must be illuminated for safety reasons. Please instruct the electrical contractors to install the required light fixture as part of the requirements for the T/C.O. 1 SULLIVAN ARCHITECTURE, PC 31 Mznlaronack Avenue white Plains, NY 10601 (914)'61-5006 ftar.:(914)791-a91 g Zilvio Solomon f FROM; Joseph J. Barry, Assoc. AIA DATE: August 31, 2004 RE. Rye Brook Fire House— Building Department Inspection Report With ragard to the report from t ike Izzo dated 8/11 '04 item 6 "Exterior lighting required adjacent to every exterior door" I submit the following. It was our intent to provide exterior lighting at minimally all exit discharges, at all required'means of egress. The Northwest exit.from the Apparatus gay was intended to be illuminated from the exterior light adjacent to It ion the west elevation). If this is deemed to be insufficient, another light '(perhaps adjacent to the door to its East j can be installed. , • Tile EMS entry door has been provided with a light that should be adequate. The Main Entrance has,keen provided with recessed soffit lighting as well as wall sccnces on the south facing gable. The exterior door from the Dayroorn was not intended to serve as a secondary means of egress as only one is required, 'it was intended, and requested by the fire department,#o serve as,a convenience access to and,from the east apron & lawn area. it was an oversight to include an exit slgn,,on the interior for that door. Two suggestions might be to remove the exit sign, or if desired by the 'Village and J or Fire Department, install alight on the exterior.Also, it is my understanding of section 210.70 of the N.E.C, that this section refers to dwelling units, This project is classified under the: NYS-Building Code as type Business (Fire Station)and therefore this is not applicable. Cc: John P. Sullivan, FAlA Mike' Izzo Silvia Solomon Dan Smith, O.L_A. SULLIVAN ARCHITECTURE 31 Mamaroneck Avenue, White Plains, New York 10601 (914) 761-6006 Fax: (914) 761-4919 M E M 0 R A N D U M TO: FROM: DATE: Q L� 1 i ®YOWWd9 Wd'uoR1ojOS 01AlIS :pauSlg 0We31l�1s0'�I80'Q`CIA-!sae0 'A `G`W'H3'dV'1 MS -kug$7 �0 ' 0 v -AW -Apoct *d ;*eW74 OW e,*04 Vp A'A�, /VP7 N1 'C�"ul * OW4 Wcdd QW1A -aslApe pue MWAa1 OSW31d:S11J8wa1( WZZ'6 .II)uodwa vop3adnq-ldan-Spifl t00MZl6 i [00 SfLLV.LS h[0LLdf 3SHQ 3JLVQ s2adOJ -ON W-3 Ll -A-In 9NIMV�LQ 'IYL LQ1YSfIS a`JVaIOYd WWII :314a Ono ❑ :nA ianoaOle+ud2 ❑ ;+W410 ❑ soopwiO3,0113-unp-d ❑ v-pulro suou�g� s P�+�^e1ll ❑ O lnugng ❑ %w s Cl� ❑ 1!wg'�i ❑ uWwwoz)pue ewlAOX ,op,p ueq� ❑ Uml 139V p°wni7 ❑ peiann U%V atuud MON er pa y ruii an inaA ❑ n3za7 ❑ polywgnS N puaiddV ❑ lawlddV ❑ sluoMeip dQgS ❑ ,Gusg gdosof N.L.LV UUA 3o idaQ Wpia au3 Xq S logo i �1ao�,A+a�[`wield aztgM PiH 0ounoD SUV ra2Saga1SaM 041, V0'ZZ-630 2nuoAV ijoouoseu pW If 8#uocbH dsul -SPIN AHH 'D-d `am;aa;WrV URAfinS :01 600Z/ZZ/6 -31VU asnogand MaH-310019 a,CW 10 a2eiPA :13WONJ E066-9991,16 :Y81 6b501 JJOA MaN`ODSIN -IW 88800 'oN £Zb6-999-b16 :oavgd 50E 2IS'313JED otpex 911 4 i -d CEEB--696 *16 N0089 3AH •;e 19Te3 Gi22:LQ 1,0 22 deS SULLIVAN ARCHITECTURE, PC 31 Mamaroneck Avenue,White Plains,NY 10601 (914)761 6006 fax:(914)761-4919 M E M O R A N D U M Via: fax TO: Victor Carosi, PE FROM: Joseph J. Barry, Associate AIA DATE: September 23, 2004 RE: Rye Brook Firehouse — Building Department— Inspection Report 9/22/04 It is our opinion that a door installed at the gear room, separating it from the apparatus bay, is not a good idea. It can impede the ability to enter and exit this room efficiently during an emergency call. I would recommend that before proceeding with this work, it be reviewed with the fire personnel. Have them decide if they want it, and if so, which direction the door is to swing. cc: Chris Bradbury Silvio Solomon John P. Sullivan, FAIA \ Oki: \ Fin � �£=r{� �f I #t��j l�N#34s t7d' Ii� i j1Sa��° * j= P� .2 t .• ,'.' t. i+ s r7 F • ♦ qe ''� ; vw � s »y sd t, u. t.. ,.R"_... ':.:.. .-.8a. . .K..-.. ti .e: ....a. ....,K..._...,.r/.. ....Tsl. .N..E...�.. ,arSsw..., G...at ..s�>..rk:..,sNnnrLtra .d�_, u»..1~.t..,..td.Kwlda" ...•]� �y a VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. N? 3214 W . . Q -�F E 0 N +.� J>/ ,.rr'gyp ~ ~ �•�• This is to certify that of having filed on 20 an application for a Certificate of Occupancy applying to premises located in a / _�S district, at / as shown on the qD Zoning Map and located on the Tax Map as: Section: Block: Lot: \ having complied with the requirements of the Building Code and the Zoning Ordinance under I Building Permit No. �- / , issued -S — 620 3 , and application having been .; approved, authority is hereby given to occupy or use said premises or building or part thereof under the y s New York State Use Classification f't ,for the following purposes: Subject to all the privileges, requirements, limitations and conditions prescribed by law and subject also : to the following: FA C iX " .: 11 This certificate does not in any way relieve the owners,or any person or persons in possession or control of 1 the premises,building or any part thereof,from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended: nor from complying with any y r; lawfiil order issued with the object of maintaining the premises or building in a safe or lawful condition. �, ;r No changes or rearrangement in the structural arts of the building, or in the exit facilities shall be made 1 '$. and no enlargement, whether by extending on any side or by increasing in height shall be made, nor shall the building be moved from one location to another, until a permit to lish such change has been obtained from the Building Inspector. I` Building Inspector,Village of Rye Brook Date aki tp / e � :. f - =. � ; t, r rt � :itc` �: ss,'s ,.,rh ii. ji, ra i%•., * ft. 'ee �gp�;gaj �_z_si �r -1 'i/J! pa s �! � ,+� tt77€f=v7.aN.f,M .�'= 11J�.s;i7 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NY 10573 (914) 939-0668 FAx(914) 939-5801 www.ryebrook.org APPLICATION FOR TEMPORARY CERTIFICATE OF OCCUPANCY T. C/O# : PERMIT# DATE: ISSUED: (o p FEE: PAID: 13 Address: 5�VAT' i Occupancy/Use: Section:(I Block:�(,1 I Lot�c �L 3 Zone: Owner: �'� LC_A C��— n!= �„rrL —1--4Z or,) Address: cj aj (�J RLR Contractor: Address: Person in responsible charge: Address: Reason for temporary use: 21�. �o u — G t}a C� L�woo,"�, p►� l y fl Affidavit is herewith submitted for the issuance of a Temporary Certificate of Occupancy for the structure herein mentioned: STATE OF NEW YORK COUNTY OF WESTCHESTER as: p being duly sworn,deposes and says that he resides at (Print Name of Applicant) (No.and Street) (City/Town/Village) in the County of utJ1-0 W in the State of MAAWk ,that he has supervised the work I performed to date at the location indicated above, for the construction, alte o tr of: Bl+d ri�4►�^ . Deponent further states he understands that a Certificate of Occupancy must be obtained upon completion of the above captioned project. This Temporary C/O shall be valid for a period not to exceed thirty, (30)days. Sworn to before me this 1'4�$ day of Se,.fG,,,b,.- , 20 q y Signature of Applicant I Totary Public JANE KANNING Notary Public, State of New York No 5062305 Qualified in Westchester Co my Commission Expires June 24, ce G PIA EXHIBIT "A" DWG # TITLE DATE A0.1 Cover 2/10/03 A0.2 Demolition Plan (N.I.C. -Reference Only) 3/6/03 SITE C-1 Site Layout Plan 3/6/02 (03) C-2 Site Grading Plan 3/6/02 (03) C-3 Site Utility Plan 3/6/02 (03) C-4 Site Sediment & Erosion Control Plan 3/6/02 (03) C-5 Sediment & Erosion Control Devices 3/6/02 (03) C-6 Details 3/6/02 (03) Please note that drawings were dated incorrectly. Addendum issued 316103. ARCHITECTURAL A2.1 Basement Plan 2/10/03 A2.2 First Floor Plan 2/10/03 A2.3 Second Floor Plan 2/10/03 A2.4 Roof/Loft Plan 2/10/03 A2.5 Door Schedule 2/10/03 A2.6 Window/Finish Schedules 2/10/03 A2.7 Partition Schedule 2/10/03 A2.8 Door Details 2/10/03 A2.9 Window Schedule 2/10/03 A3.1 Elevations 2/10/03 A3.2 Elevations 2/10/03 A3.3 Bldg. Sections/Details 2/10/03 A3.4 Bldg. Section 2/10/03 A3.5 Bldg. Section 2/10/03 A3.6 Bldg. Section 2/10/03 A3.7 Bldg. Section 2/10/03 A5.1 Interior Elevations 2/10/03 A5.2 Interior Elevations 2/10/03 A6.1 First/Second Floor Reflected Ceiling Plan 2/10/03 A7.1 Stair Details 2/10/03 A7.2 Elevator Details 2/10/03 A8.1 Exterior Wall Sections 2/10/03 A8.2 Sections/Details 2/10/03 A8.3 Details 2/10/03 STRUCTURAL S0.1 Structural Specifications - Symbols & Abbreviations List 2/10/03 S0.2 Structural Specifications - Symbols &Abbreviations List 2/10/03 S1.1 Foundation Plan 2/10/03 S2.1 First Floor Framing Plan 2/10/03 S2.2 Second Floor Framing Plan 2/10/03 S2.3 Roof Framing Plan 2/10/03 S5.1 Foundation Details 2/10/03 S5.2 Foundation Details 2/10/03 S5.3 Foundation Details 2/10/03 S6.1 Masonry Details 2/10/03 S6.2 Masonry Details 2/10/03 S6.3 Masonry Details 2/10/03 EXHIBIT "A" S7.1 Truss Sections 2/10/03 MECHANICAL M0.1 Mechanical Symbol List 2/10/03 M2.1 Mechanical Basement & First Floor New Work Plan 2/10/03 M2.2 Mechanical Second Floor New Work Plan 2/10/03 M5.1 Mechanical Fuel Oil Supply Plans 2/10/03 M6.1 Mechanical Schedules 2/10/03 M7.1 Mechanical Details 2/10/03 M7.2 Mechanical Details 2/10/03 ELECTRICAL E0.1 Electrical Symbol List, Abbreviations & Notes 2/10/03 E1.1 Electrical Site Plan 2/10/03 E1.2 Electrical Site Lighting Plan 2/10/03 E2.1 Electrical Basement and First Floor Lighting Plan 2/10/03 E2.2 Electrical Second Floor Lighting Plan 2/10/03 E3.1 Electrical Basement and First Floor Power Plants 2/10/03 E3.2 Electrical Second Floor Power Plants 2/10/03 E5.1 Electrical One Line & Riser Diagram 2/10/03 E5.2 Electrical Lighting Control Wiring Diagrams 2/10/03 E6.1 Electrical Schedules & Notes 2/10/03 E7.1 Electrical Details 2/10/03 PLUMBING P0.1 Plumbing Symbol List 2/10/03 P1.1 Plumbing Site Plan 2/10/03 P2.1 Plumbing Basement & First Floor New Work Plan 2/10/03 P2.2 Plumbing Second Floor New Work Plan 2/10/03 P6.1 Plumbing Riser 2/10/03 P7.1 Plumbing Details 2/10/03 FIRE PROTECTION F0.1 Fire Protection Symbol List, General Notes & Equipment List 2/10/03 F2.1 Fire Protection Basement & First Floor New Work Plans 2/10/03 F2.2 Fire Protection Second Floor New Work Plan 3/6/03 F7.1 Fire Protection Details 2/10/03 • EXHIBIT "A" Village of Rye Brook Firehouse 'able of Contents MISCELLANEOUS CONDITIONS • Notice to Bidders • Information for Bidders • Instructions to Bidders - AIA/A701 • Bid Proposal • Bid Sheet** • Statement of Non-Collusion and Resolution • Certification of Bidder Regarding Equal Employment Opportunity Equal Employment Opportunity • General Conditions- AIA/A201 CMa • Statement of Contractor's Qualifications - AIA/A305 • Offer of Surety • Bid Bond-AIA/A310 • Performance Bond- AIA/A312 • Form of Maintenance Bond • Drawing Index* • Soil Borings and Report* SUPPLEMENTARY GENERAL CONDITIONS 01100 SUMMARY 01125 SUMMARY OF MULTIPLE CONTRACTS 01210 ALLOWANCES 01230 ALTERNATES 01250 CONTRACT MODIFICATION PROCEDURES" (not used) 01290 PAYMENT PROCEDURES** (not used) 01310 PROJECT MANAGEMENT AND COORDINATION* 01320 CONSTRUCTION CTION PROGRESS Il(1G IATENT A TI/I ** (not used) 01330 SUBMITTAL PROCEDURES* 01400 QUALITY REQUIREMENTS* 01500 TEMPORARY FACILITIES AND CONTROLS* 01600 PRODUCT REQUIREMENTS* 01700 EXECUTION REQUIREMENTS" (not used) 01732 CUTTING AND PATCHING* 01740 WARRAN ** (not used) 01770 CLOSEOUT PROCEDURES* 01781 PROJECT RECORD DOCUMENTS* 01782 OPERATION AND MAINTENANCE DATA* Village of Rye Brook Firehouse GENERAL CONSTRUCTION SPECIFICATIONS DIVISION 2 - SITE CONSTRUCTION ITEM 1 DEMOLITION, CLEARING AND GRUBBING (Lump Sum) ITEM IS STORAGE OF MATERIAL ITEM 2 GRADING ITEM 2M MISCELLANEOUS EARTH EXCAVATION" ITEM 5R ROCK EXCAVATION(NO BLASTING)" ITEM 9 SANITARY SEWER PIPE ITEM 9S SANITARY SERVICE LINES ITEM IOPVC STORM WATER DRAIN LINE (PVC) ITEM 13K WATER SERVICE LINE ITEM 13T WATER SERVICE TAPS ITEM 13TSV TAPPING SLEEVE AND VALVE ITEM 20CA CONCRETE APRON ITEM 20SW CONCRETE SIDEWALKS ITEM 25AC ASPHALT CONCRETE CURB ITEM 25BB NYSDOT TYPE BB CONCRETE CURBING ITEM 25CC CONCRETE CURBING ITEM 30 KEYWAYS ITEM 39 CRUSHED STONE OR GRAVEL" ITEM 44 BASE AND BINDER COURSE WITH SUB-BASE ITEM 51 A BITUMINOUS TOP COURSE ITEM 51DOT NYSDOT TEMPORARY PAVEMENT ITEM 51M COLD MELLING AND REMOVAL OF BITUMINOUS PAVEMENTS ITEM 53DOT NYSDOT PAVEMENT RESTORATION ITEM 73 CONTROL BACKFILL MATERIAL ITEM 76 MAINTENANCE AND PROTECTION OF TRAFFIC ITEM 102CB CATCH BASINS ITEM 102MC PRECAST CONCRETE DRYWELLS ITEM 102TD TROUGH DRAIN ITEM 103 CONNECTION TO EXISTING STRUCTURE ITEM 127 RESTORATION ITEM 150 LOW VOC ALKYD BASED REFECLTORIZED PAVEMENT MARKINGS ITEM 201 STORM SERVICE LATERALS ITEM 500 TRAFFIC SIGNS ITEM 800 EROSION CONTROL ITEM 1041 PROJECT COORDINATION ITEM 3001 JUNCTION BOX 02300 EART14W ** (not included) DIVISION 3 - CONCRETE 03300 PLAIN AND REINFORCED CONCRETE 03415 PRECAST PRESTRESSED CONCRETE ` EXHIBIT "A" Village of Rye Brook Firehouse DIVISION 4 -MASONRY 04100 MORTAR AND GROUT 04200 ** (not used) 04810 UNIT MASONRY ASSEMBLIES* DIVISION 5 -METALS 05100 STRUCTURAL STEEL 05500 METAL FABRICATIONS 05511/05521 METAL STAIRS/PIPE AND TUBE RAILINGS DIVISION 6 - WOOD AND PLASTICS 06100 ROUGH CARPENTRY 06200 FINISH CARPENTRY 06401 EXTERIOR ARCHITECTURAL WOODWORK 06402 INTERIOR ARCHITECTURAL MILLWORK DIVISION 7 -THERMAL AND MOISTURE PROTECTION 07115 BITUMINOUS DAMPPROOFING (TBD) OR 07210 BUILDING INSULATION 07311 ASPHALT SHINGLES 07313 SELF-ADHERING SHEET WATER PROOFING 07710 MANUFACTURED ROOF SPECIALTIES 07720 ROOF ACCESSORIES 07841 THROUGH PENETRATION FIRESTOP SYSTEMS 07842 FIRE RESISTIVE JOINT SYSTEMS 07920 JOINT SEALANTS DIVISION 8 -DOORS AND WINDOWS 08 1 1 0/08 1 1 4 STEEL DOORS AND FRAMES/CUSTOM STEEL DOORS AND FRAMES 08212 STILE AND RAIL WOOD DOORS** 08311 ACCESS DOORS AND FRAMES 08331 OVERHEAD COILING DOORS 08361 SECTIONAL OVERHEAD DOORS 08550 WOOD WINDOWS 08700 FINISH HARDWARE Village of Rye Brook Firehouse DIVISION 9 - FINISHES 09260/09265 GYPSUM BOARD ASSEMBLIES/GYPSUM SHAFT-WALL ASSEMBLIES 09310 CERAMIC TILE 09512 ACOUSTICAL TILE CEILINGS 09638 STONE PAVING AND FLOORING 09651 RESILIENT FLOOR TILE 09653 RESILIENT WALL BASE AND ACCESSORIES 09670 EPDXY COATED FLOORING 09680 CARPET AND CARPET TILE 09910 PAINTING DIVISION 10- SPECIALTIES 10155 TOILET COMPARTMENTS 10200 LOUVERS AND VENTS 10431 SIGNS 10505 METAL LOCKERS 10801 TOILET AND BATH ACCESSORIES DIVISION 11 - EQUIPMENT 11451 RESIDENTIAL APPLIANCES DIVISION 12 -FURNISHINGS 12356 KITCHEN CASEWORK 12484 FLOOR MATS AND FRAMES DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14 - CONVEYING SYSTEMS 14240 HYDRAULIC ELEVATORS EXHIBIT "A" Village of Rye Brook Firehouse [VISION 15 -MECHANICAL 15000 SPECIAL REQUIREMENTS M/E 15010 BASIC MECHANICAL REQUIREMENTS 15121 PIPING EXPANSION COMPENSATION 15135 GAUGES AND METERS 15140 SUPPORTS AND ANCHORS 15170 MOTORS AND MOTOR CONTROLS 15245 VIBRATION ISOLATION 15260 PIPING INSULATION HVAC CONTRACT 15484 FUEL OIL PIPING SYSTEM 15510 HYDRONIC PIPING 15515 HYDRONIC SPECIALTIES 15290 DUCTWORK INSULATION 15535 REFRIGERANT PIPING AND SPECIALTIES 15540 HVAC PUMP 15556 CAST IRON BOILER 15575 BREECHING CHIMNEY AND STACKS 15671 AIR COOLED CONDENSING UNITS 15790 AIR COILS 15855 AIR HANDLING UNITS 15860 CENTRIFUGAL FANS 15870 POWER VENTILATORS 15890 DUCTWORK 15910 DUCTWORK ACCESSORIES 15940 AIR OUTLETS AND INLETS 15980 INSTRUMENTS AND CONTROLS ELEMENTS 15985 SEQUENCE OF OPERATION 15990 TESTING, ADJUSTING AND BALANCING PLUMBING CONTRACT 15410 PLUMBING PIPING 15430 PLUMBING SPECIALTIES 15440 PLUMBING FIXTURES 15450 PLUMBING EQUIPMENT FIRE PROTECTION CONTRACT 15310 FIRE PROTECTION PIPING 15325 SPRINKLER SYSTEMS 15000 SPECIAL REQUIREMENTS M/E 15010 BASIC MECHANICAL REQUIREMENTS Village of Rye Brook Firehouse 15121 PIPING EXPANSION COMPENSATION 15135 GAUGES AND METERS 15140 SUPPORTS AND ANCHORS 15170 MOTORS AND MOTOR CONTROLS 15245 VIBRATION ISOLATION 15260 PIPING INSULATION 15290 DUCTWORK INSULATION 15310 FIRE PROTECTION PIPING 15325 SPRINKLER SYSTEMS 15410 PLUMBING PIPING 15430 PLUMBING SPECIALTIES 15440 PLUMBING FIXTURES 15450 PLUMBING EQUIPMENT 15484 FUEL OIL PIPING SYSTEM 15540 HYDRONIC PIPING 15515 HYDRONIC SPECIALTIES 15535 REFRIGERANT PIPING AND SPECIALTIES 15540 HVAC PUMP 15556 CAST IRON BOILER 15575 BREECHING CHIMNEY AND STACKS 15671 AIR COOLED CONDENSING UNITS 15790 AIR COILS 15855 AIR HANDLING UNITS 15860 CENTRIFUGAL FANS 15870 POWER VENTILATORS 15890 DUCTWORK 15910 DUCTWORK ACCESSORIES 15940 AIR OUTLETS AND INLETS 15980 INSTRUMENTS AND CONTROLS ELEMENTS 15985 SEQUENCE OF OPERATION 15990 TESTING,ADJUSTING AND BALANCING DIVISION 16 - ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 16111 CONDUIT 16112 SURFACE RACEWAYS 16117 MANHOLES 16123 BOXES 16141 WRUNG DEVICES 16170 GROUNDING AND BONDING 16180 EQUIPMENT WIRING SYSTEMS 16190 SUPPORTING DEVICES 16195 ELECTRICAL IDENTIFICATION 16420 SERVICE ENTRANCE 16440 DISCONNECT SWITCHES EXHIBIT "A" Village of Rye Brook Firehouse 16450 SECONDARY GROUNDING 16470 PANELBOARDS 16484 CONTACTORS 16510 INTERIOR LUMINARIES 16620 PACKAGED ENGINE GENERATOR SYSTEMS 16680 TRANSIENT VOLTAGE SUPPRESSION AND FILTERING UNITS 16721 FIRE ALARM AND SMOKE DETECTIONS SYSTEMS 16750 RESCUE ASSISTANCE SYSTEM 16915 LIGHTING CONTROL SYSTEMS 16950 ELECTRICAL TESTING * ADDED—ADDENDUM#1 — 3/5/03 ** REVISED—ADDENDUM #1 —3/5/03 ,0. IL Till Rye k NY ABBREVIAII ALL ABBREVIATIONS NOT NECESSARILY USED A.F.F. Above Finish Floor F;R.P, Fiverglass Reinforced RE. Refer To ABSORB, A15,5orbotive Polyester W. Refrigerator A.P. Access Panel F.F. Finish Floor R.C.P. Reinforced Concrete Pipe AGOUST. Acoustical FIN.FLR. Finish Floor REINF, = Reinforcement A.G.T. Acoustical Celling Tile F.A.G.P. Fire Alarm Control Panel RM. Room ADH. Adhesive F.E. Fire Extinguisher R.O.S. Run of Bank ADJUST, Adjustable FT. Foot ASCR. Aggregate FTG; Footing SGHED, Schedule A.G. Air Conditioning SIM. 51milar ALT. Alteration EA. 5auge S.G. 5olld Gore AL.TN. Alternate G.G. General Contractor 50. 5quare ALUM. Aluminum G.F.I. C -ground Fault Interrupter S.F. 5ctuore Foot APPP. Approved GYP, 5ypsum 5.5. Stainless Steel APPROX. Approximate C.K5. 5yp5um Wali Board STL, 5teel ARCH; Architectural STOR. Storage ASB. Asbestos H.G. Heating Contractor STR. Structural A.A.G. Asbestos Abatement H.V.A.G.. Heating, Ventilation 4 Contractor Air conditioning TEL. Telephone ASPH, Asphalt H.M. Hollow Metal T4G Tongue 4 Oroove AUTO. Automatic HORIZ. Horizontal T.O. Top of AVG. Average H.W. Hot Water T.C. Top of Crate HR. Hour T.O.S. Top of Steel BILK, Block TYP. Typical BD. Board IN. Inch B.U.R. Built -Up Roof I.M. Insulated Metal U.N.O.. Unless Noted otherwise INSUL. lnsulotion or Insulated G.I.P. Gast Iron Pipe INT. Interior V.B.. Vapor Barrier G.B. Gatch Basin INV. Invert VERT. Vertical GEM. Gement 150. isolation \%EST. Vestibule GER. Ceramic V.G.T. Vinyl Compo5ltlon Tile G.M.T. Ceramic Mosaic Tile JAN. Janitor's Gloset G.W,T, Ceramic Wall Tile J.T. Joint W.H, Mater Heater G.O. Gleanout W.W.F. Welded Wire Fabric CLO. Gloset LAM. Laminate W With G.W, Gold Water LAV, Lavatory WfO Without COL. Column LC. Long Wt7. Wood GONG. Concrete G.M.U. Concrete Masonry Unit M.P.H. Magnetic Poor Holder GOVT. Continuous M.H. Manhole GORR, Corridor MF 67R, Manufacturer G.M.P. Gorrigated Metal Pipe MAX. Maximum CRS. Courses MEGH. Mechanical MET. Metal PIA. Piometer MIN. Minimum DR. Poor MISE. Miscellaneous Q 5, Downspout pWC. Drawing N.I.G. Not In Contract P.F. Prinking Fountain N.T.S. Not To 5cale P.I.P. Puctile Iron Pipe O.G. on Center EA. Each OPP. opposite E.W. Each Way O.H. overhead ELEG. Electrical E.G. Electrical Contractor PR. Pair EL. Elevation PLAS. Plaster ELEV. Elevation PLAS.LA:M, Plastic Laminate EOUIP. Equipment P.G. Plumbing Contractor E.F. Exhaust Fan PLYWP. Plywood EXIST. Existing POLY. Polyethylene EXP. Expansion P.V.G. Polyvinyl Ghloride E.J. Expansion Joint PRE -FAB. Prefabricated EXP, Exposed ZL REV 15I ON NUMBER PARTITION TYPE A J WINDOW TYPE NEW DOOR 3 y A5.1 INTERIOR ELEVATIt N5 Till Rye k NY ABBREVIAII ALL ABBREVIATIONS NOT NECESSARILY USED A.F.F. Above Finish Floor F;R.P, Fiverglass Reinforced RE. Refer To ABSORB, A15,5orbotive Polyester W. Refrigerator A.P. Access Panel F.F. Finish Floor R.C.P. Reinforced Concrete Pipe AGOUST. Acoustical FIN.FLR. Finish Floor REINF, = Reinforcement A.G.T. Acoustical Celling Tile F.A.G.P. Fire Alarm Control Panel RM. Room ADH. Adhesive F.E. Fire Extinguisher R.O.S. Run of Bank ADJUST, Adjustable FT. Foot ASCR. Aggregate FTG; Footing SGHED, Schedule A.G. Air Conditioning SIM. 51milar ALT. Alteration EA. 5auge S.G. 5olld Gore AL.TN. Alternate G.G. General Contractor 50. 5quare ALUM. Aluminum G.F.I. C -ground Fault Interrupter S.F. 5ctuore Foot APPP. Approved GYP, 5ypsum 5.5. Stainless Steel APPROX. Approximate C.K5. 5yp5um Wali Board STL, 5teel ARCH; Architectural STOR. Storage ASB. Asbestos H.G. Heating Contractor STR. Structural A.A.G. Asbestos Abatement H.V.A.G.. Heating, Ventilation 4 Contractor Air conditioning TEL. Telephone ASPH, Asphalt H.M. Hollow Metal T4G Tongue 4 Oroove AUTO. Automatic HORIZ. Horizontal T.O. Top of AVG. Average H.W. Hot Water T.C. Top of Crate HR. Hour T.O.S. Top of Steel BILK, Block TYP. Typical BD. Board IN. Inch B.U.R. Built -Up Roof I.M. Insulated Metal U.N.O.. Unless Noted otherwise INSUL. lnsulotion or Insulated G.I.P. Gast Iron Pipe INT. Interior V.B.. Vapor Barrier G.B. Gatch Basin INV. Invert VERT. Vertical GEM. Gement 150. isolation \%EST. Vestibule GER. Ceramic V.G.T. Vinyl Compo5ltlon Tile G.M.T. Ceramic Mosaic Tile JAN. Janitor's Gloset G.W,T, Ceramic Wall Tile J.T. Joint W.H, Mater Heater G.O. Gleanout W.W.F. Welded Wire Fabric CLO. Gloset LAM. Laminate W With G.W, Gold Water LAV, Lavatory WfO Without COL. Column LC. Long Wt7. Wood GONG. Concrete G.M.U. Concrete Masonry Unit M.P.H. Magnetic Poor Holder GOVT. Continuous M.H. Manhole GORR, Corridor MF 67R, Manufacturer G.M.P. Gorrigated Metal Pipe MAX. Maximum CRS. Courses MEGH. Mechanical MET. Metal PIA. Piometer MIN. Minimum DR. Poor MISE. Miscellaneous Q 5, Downspout pWC. Drawing N.I.G. Not In Contract P.F. Prinking Fountain N.T.S. Not To 5cale P.I.P. Puctile Iron Pipe O.G. on Center EA. Each OPP. opposite E.W. Each Way O.H. overhead ELEG. Electrical E.G. Electrical Contractor PR. Pair EL. Elevation PLAS. Plaster ELEV. Elevation PLAS.LA:M, Plastic Laminate EOUIP. Equipment P.G. Plumbing Contractor E.F. Exhaust Fan PLYWP. Plywood EXIST. Existing POLY. Polyethylene EXP. Expansion P.V.G. Polyvinyl Ghloride E.J. Expansion Joint PRE -FAB. Prefabricated EXP, Exposed ZL REV 15I ON NUMBER PARTITION TYPE A J WINDOW TYPE NEW DOOR A5.1 INTERIOR ELEVATIt N5 EI.2 ELEGTRICAL'SITE L 16HTI N& PLAN A5.2 INTERIOR ELEVATIONS E2.1 ELECTRICAL BASEMENT a FIRST FLOOR LIHTINC PLANS«° A6.1 REFLECTED CEILING PLANS E2,2 ELECTRICAL 515COND FLOOR 1-I61-ITINO PLAN z . ' A.I STAIR DETAILS E3.1 ELECTRICAL BASEMENT 4 it FIRST FLOOR POHER PLANS A -I.2 ELEVATOR DETAILS E3.2 EL.EGTRICAL. SECOND FLOOR MOWED PLAN AB.I EXTERIOR MALL SECTIONS E5.1 ELECTRICAL, ONE LINE 4 ' }' R1�ER .DIA�zRAM .- A5.2 5EGTION5/f?ETAIL5 E5.2 , ELECTRICALLI�TIN CONTROL Y€I2li[,CJI1hC AB 3 DETAILS Eb;l ELECTRICALI-115 $ NO Ts n 'A g7ll ELECTRICALS PETA.II, 5, DERYE R ox UILDIN DEPT.: o I �I� � ��' ��, i i � � General Notes FENCING ASD RMORING I. Contractor shall be responsible for compliance with oil I + f> sediment and erosion control practices. The sediment and erosion control practices ore' to be installed prior to any major soli disturbances, and maintained until, permanent I I protection is .established.l € i 2. Timely mointename of .sedlrn st control structuress is the i responsibility of the Contractor. All structures shot! be maintained in good workinq artier at all times. 'the sediment i ! level in all sediment traps shall be closely monitored and' I i sediment removed promptly when maximum levels ore reached or as i ordered by the engineer. All sediment control' structures l t shall be inspected on a regular basis; and after each heavy rola, to insure proper operation as, designed. An inspection' Soil Stockpiling STMMU ZE 84M PILE WITH VEGETATION OR COVER 2 SLOPE OR LESS �+ r Y Y Y Y r r ,r Y Y ♦ `' 9+ r ♦ Y ,Y V y - ♦ ♦♦ Y ♦ w iq + r ♦ w w w ♦. r Y ♦ ♦.w w Y Y � w Y Y + w w • r + + w♦♦ r Y r Y'.. Y Y r r m' m♦++Y r ,♦ r ♦ w Y ♦ ♦NrwYrrr++r't'„r+r♦rr+♦rM YYYIW'Fm MAL SLOPE STRAWBALES OR SIL MIN. SLOPE INSTALLATION NOTES i. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE CRY AND STABLE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 12, 3. UPON COMPLETION OF SOS: STOCKPILING, EA04 PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILITED WITH VEGETATION OR - 4: SEE SPEOWICA71'NNS (THIS MANUAL) FOR INSTALLATION OF SILOENCE schedule shall be set forth prior 'to the start of construction: l I FB�E 3, the ,locations and the. installation times of the sediment capturing Poll 1AR1 standards shalt be as ordered by the €ngineer, and in accordance ,with the standards set `forth in tkis`rnanual, 4. Ali topsoil not to be used for fins grading shall be removed from the site immediately and placed in o stabilized stockpile or fill area, All topsail required for final , gradinq `and stared on 'site shall fm belimedi fertilized, temporarily seeded and mulched within 2l days, COMM M ' MS OF IM. ANG 5. Any disturbed areas that will be left -exposed "more than 21 ,days and not subject to construction traffic, shall "immediately receive a temporary seeding.. Mulch shah be used if the season prevents the establishment of a temporary coxa Disturbed areas sholl be limed and fertilized prior to temporary - seeding, 6. All disturbed areas within 504 feet of on inhabited dwelling shall be wetted asnecessary to provide dust control. a 7. The Contractor shall keep the roadways within the project clear, of sail and debris and is responsible for any street cleaning necessary ,dur€ng the course°of the project. 8. Sediment and erasion contrail structures shall be removed arta the area stabilized when the drainage area has been properly ' stabilized by permanent measures , g. All sediment and erosion control meosures shall be. Installed in accordance with current edition of "Westchester County Best TN � 90AW ' GT TRUNK CMWManagement Practices Manual for Erosion and Sediment Control". TYP S I 31 01 E F TOP-COURSE—N.Y,S.D O.T. TEM 40 r CE_EAL NOTES S BENDER COURSE— N.Y.S.D.O.T. ITEM, 403,13, TYPE 3 D 'T AK 'ANY CHANGES WHATSOEVER 1. THE ENGINEER IS AUTHORIZE O M E , O O T SH ' T IMPROVEMENTS SHOWN N WN ON OR O O 0 N CONTRACTDRAWINGS _ FIELD ,Y.S.D.O.T. I M 403.12 TO MEET EL BASE COURSE. N TE MAINS.,CONSTRUCTION S N THE C N S R CION CT POLES .:.AND SERVICE I E 0 U THE ` UTILITY DU S ES 2 U T DRAWINGS ARE AT THE APPROX. W ON THE CONTRACT D A R ARE WHERE SHOWN E A, ITI CONCERNED. SUBBASE COURSE N.Y.S.D.O.T. ITEM, 304.05. LOCATIONS FURNISHED BY THE VARIOUS UTILITIESWHENEVER EXISTING IMPROVEMENT INFORMATION.. IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED TO THE CONTRACTOR AT A LATER DATE, IT IS r t UNDERSTOOD THAT. SUCH INFORMATION IS FURNISHED: IN GOOD FAITH .` ,. ITEM 639.4407 FOR THE CONTRACTORS CONVENIENCE. CONTRACTOR MUST INTERPRET RPRE THEAVY aUTY APRON PERMANENT PA EN vEM OWN JUDGMENT AND MUST MAKE RESTORATION KISTREET THIS INFORMATION ACCORDING TO HIS , NG T F MAKE HIS OWN DETERMINATIONS REGARDING THE LOCATION- 0 ALL - PAVEMENT SECTION TOP COARSE 1 1 2 � `� NTS NO CLAIM WILL BE ALLOWED BECAUSE OF INCORRECT, N.Y.S.D.O.T. ITEM GK�iTROU.€D DENSITY BACKFILL IMPROVEMENTS. , 4D3.1730, (so Pal.) INCOMPLETE OR OMITTED .EXISTING IMPROVEMENT INFORMATION. 6F RA N.Y.S.D.O.1. -08502.95 R n Y4_ —_ TYPE =3 BINDER COURSE i i/2" {'K-KRETE OR EQUAL} N.Y.S.D.O.T. ITEM SPRAY CURE EXPOSED FACES 403.1330 PROPOS D SURFACE TYPE E 3 RA BASE COURSE 8" . N.Y.S.D.O.T. ITEM '403.11 TYPE 1 TO BE PLACED a' ._....,.,........_...._.._._,..-_..,......... ' A• ..t. IN 4" LIFTS 12" PIPE O.D. 12'00 3500# AIR ENTRAINED CONCRETE OPEN CUT STREET CROSSING s" ADIUS 18 PITCH TOWARD< ROADWAY r �III�IIIIIIII� to MIN. 2 FT. BACK FROM EXCAVATED TRENCH. CLEAN 1#i" LIQUID ASPHALT FILLER. SAWCUT SHALL BE FULL DEPTH. x Sam SEE TYP S I 31 01 E F TOP-COURSE—N.Y,S.D O.T. TEM 40 r CE_EAL NOTES S BENDER COURSE— N.Y.S.D.O.T. ITEM, 403,13, TYPE 3 D 'T AK 'ANY CHANGES WHATSOEVER 1. THE ENGINEER IS AUTHORIZE O M E , O O T SH ' T IMPROVEMENTS SHOWN N WN ON OR O O 0 N CONTRACTDRAWINGS _ FIELD ,Y.S.D.O.T. I M 403.12 TO MEET EL BASE COURSE. N TE MAINS.,CONSTRUCTION S N THE C N S R CION CT POLES .:.AND SERVICE I E 0 U THE ` UTILITY DU S ES 2 U T DRAWINGS ARE AT THE APPROX. W ON THE CONTRACT D A R ARE WHERE SHOWN E A, ITI CONCERNED. SUBBASE COURSE N.Y.S.D.O.T. ITEM, 304.05. LOCATIONS FURNISHED BY THE VARIOUS UTILITIESWHENEVER EXISTING IMPROVEMENT INFORMATION.. IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED TO THE CONTRACTOR AT A LATER DATE, IT IS r t UNDERSTOOD THAT. SUCH INFORMATION IS FURNISHED: IN GOOD FAITH .` ,. ITEM 639.4407 FOR THE CONTRACTORS CONVENIENCE. CONTRACTOR MUST INTERPRET RPRE THEAVY aUTY APRON PERMANENT PA EN vEM OWN JUDGMENT AND MUST MAKE RESTORATION KISTREET THIS INFORMATION ACCORDING TO HIS , NG T F MAKE HIS OWN DETERMINATIONS REGARDING THE LOCATION- 0 ALL - PAVEMENT SECTION TOP COARSE 1 1 2 � `� NTS NO CLAIM WILL BE ALLOWED BECAUSE OF INCORRECT, N.Y.S.D.O.T. ITEM GK�iTROU.€D DENSITY BACKFILL IMPROVEMENTS. , 4D3.1730, (so Pal.) INCOMPLETE OR OMITTED .EXISTING IMPROVEMENT INFORMATION. 6F RA N.Y.S.D.O.1. -08502.95 R n Y4_ —_ TYPE =3 BINDER COURSE i i/2" {'K-KRETE OR EQUAL} N.Y.S.D.O.T. ITEM SPRAY CURE EXPOSED FACES 403.1330 PROPOS D SURFACE TYPE E 3 RA BASE COURSE 8" . N.Y.S.D.O.T. ITEM '403.11 TYPE 1 TO BE PLACED a' ._....,.,........_...._.._._,..-_..,......... ' A• ..t. IN 4" LIFTS 12" PIPE O.D. 12'00 3500# AIR ENTRAINED CONCRETE OPEN CUT STREET CROSSING s" ADIUS 18 PITCH TOWARD< ROADWAY r �III�IIIIIIII� SAWCUT STRAIGHTEDGE PRIOR TO PERMANENT NT PAYING to MIN. 2 FT. BACK FROM EXCAVATED TRENCH. CLEAN a . �. Y N,YS..o.T:ITEM 702-05 ' PAYE. S de APPLY �} LIQUID ASPHALT FILLER. SAWCUT SHALL BE FULL DEPTH. x Sam SEE 2,_0 TRENCH WI DTH VARIES 2 --0 .. xrsr: .. #_ PAYE 9 \ o l \\ / / CONCRETE r_HPR TYPE RR TYP S I 31 01 E F TOP-COURSE—N.Y,S.D O.T. TEM 40 r CE_EAL NOTES S BENDER COURSE— N.Y.S.D.O.T. ITEM, 403,13, TYPE 3 D 'T AK 'ANY CHANGES WHATSOEVER 1. THE ENGINEER IS AUTHORIZE O M E , O O T SH ' T IMPROVEMENTS SHOWN N WN ON OR O O 0 N CONTRACTDRAWINGS _ FIELD ,Y.S.D.O.T. I M 403.12 TO MEET EL BASE COURSE. N TE MAINS.,CONSTRUCTION S N THE C N S R CION CT POLES .:.AND SERVICE I E 0 U THE ` UTILITY DU S ES 2 U T DRAWINGS ARE AT THE APPROX. W ON THE CONTRACT D A R ARE WHERE SHOWN E A, ITI CONCERNED. SUBBASE COURSE N.Y.S.D.O.T. ITEM, 304.05. LOCATIONS FURNISHED BY THE VARIOUS UTILITIESWHENEVER EXISTING IMPROVEMENT INFORMATION.. IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED TO THE CONTRACTOR AT A LATER DATE, IT IS r t UNDERSTOOD THAT. SUCH INFORMATION IS FURNISHED: IN GOOD FAITH .` ,. ITEM 639.4407 FOR THE CONTRACTORS CONVENIENCE. CONTRACTOR MUST INTERPRET RPRE THEAVY aUTY APRON PERMANENT PA EN vEM OWN JUDGMENT AND MUST MAKE RESTORATION KISTREET THIS INFORMATION ACCORDING TO HIS , NG T F MAKE HIS OWN DETERMINATIONS REGARDING THE LOCATION- 0 ALL - PAVEMENT SECTION TOP COARSE 1 1 2 � `� NTS NO CLAIM WILL BE ALLOWED BECAUSE OF INCORRECT, N.Y.S.D.O.T. ITEM GK�iTROU.€D DENSITY BACKFILL IMPROVEMENTS. , 4D3.1730, (so Pal.) INCOMPLETE OR OMITTED .EXISTING IMPROVEMENT INFORMATION. 6F RA N.Y.S.D.O.1. -08502.95 R n Y4_ —_ TYPE =3 BINDER COURSE i i/2" {'K-KRETE OR EQUAL} N.Y.S.D.O.T. ITEM SPRAY CURE EXPOSED FACES 403.1330 PROPOS D SURFACE TYPE E 3 RA BASE COURSE 8" . N.Y.S.D.O.T. ITEM '403.11 TYPE 1 TO BE PLACED a' ._....,.,........_...._.._._,..-_..,......... ' A• ..t. IN 4" LIFTS 12" PIPE O.D. 12'00 3500# AIR ENTRAINED CONCRETE OPEN CUT STREET CROSSING s" �III�IIIIIIII� Sam SEE TYP S I 31 01 E F TOP-COURSE—N.Y,S.D O.T. TEM 40 r CE_EAL NOTES S BENDER COURSE— N.Y.S.D.O.T. ITEM, 403,13, TYPE 3 D 'T AK 'ANY CHANGES WHATSOEVER 1. THE ENGINEER IS AUTHORIZE O M E , O O T SH ' T IMPROVEMENTS SHOWN N WN ON OR O O 0 N CONTRACTDRAWINGS _ FIELD ,Y.S.D.O.T. I M 403.12 TO MEET EL BASE COURSE. N TE MAINS.,CONSTRUCTION S N THE C N S R CION CT POLES .:.AND SERVICE I E 0 U THE ` UTILITY DU S ES 2 U T DRAWINGS ARE AT THE APPROX. W ON THE CONTRACT D A R ARE WHERE SHOWN E A, ITI CONCERNED. SUBBASE COURSE N.Y.S.D.O.T. ITEM, 304.05. LOCATIONS FURNISHED BY THE VARIOUS UTILITIESWHENEVER EXISTING IMPROVEMENT INFORMATION.. IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED TO THE CONTRACTOR AT A LATER DATE, IT IS r t UNDERSTOOD THAT. SUCH INFORMATION IS FURNISHED: IN GOOD FAITH .` ,. ITEM 639.4407 FOR THE CONTRACTORS CONVENIENCE. CONTRACTOR MUST INTERPRET RPRE THEAVY aUTY APRON PERMANENT PA EN vEM OWN JUDGMENT AND MUST MAKE RESTORATION KISTREET THIS INFORMATION ACCORDING TO HIS , NG T F MAKE HIS OWN DETERMINATIONS REGARDING THE LOCATION- 0 ALL - PAVEMENT SECTION TOP COARSE 1 1 2 � `� NTS NO CLAIM WILL BE ALLOWED BECAUSE OF INCORRECT, N.Y.S.D.O.T. ITEM GK�iTROU.€D DENSITY BACKFILL IMPROVEMENTS. , 4D3.1730, (so Pal.) INCOMPLETE OR OMITTED .EXISTING IMPROVEMENT INFORMATION. 6F RA N.Y.S.D.O.1. -08502.95 R n Y4_ —_ TYPE =3 BINDER COURSE i i/2" {'K-KRETE OR EQUAL} N.Y.S.D.O.T. ITEM SPRAY CURE EXPOSED FACES 403.1330 PROPOS D SURFACE TYPE E 3 RA BASE COURSE 8" . N.Y.S.D.O.T. ITEM '403.11 TYPE 1 TO BE PLACED a' ._....,.,........_...._.._._,..-_..,......... ' A• ..t. IN 4" LIFTS 12" PIPE O.D. 12'00 3500# AIR ENTRAINED CONCRETE OPEN CUT STREET CROSSING s" /2" TOP COURSE— N.Y.S.D.O.T.' ITEM, 403,1101, TYPE SF BINDER COURSE N.Y.S.D.O.T. ITEM,, 403 .13> TYPE 3 3, ALL RIM ELEVATIONS TlONS FOR MANHOLES, ES CATCH BASINS, WATER AND GASS ` VALVES, ETC. MUST BE VERIFIED AND ADJUSTED TO MEET FIELD CONDITIONS. BASE COURSE. N.Y.S.D.O.T. ITEM 403.12 4, ALL WORK, MATERIALS, SPECIFICATIONS, REGULATIONS, RULES PERMITS, , ETC., : OF ALL STATE, COUNTY AND LOCAL. GOVERNMENTS AND ALL UTILITY AGENCIES SHALL BE FOLLOWED BY THE CONTRACTOR. SUBBASE COURSE— N.Y.S.D.O.T. ITEM, 304.05 5. THE CONTRACTOR'S ATTENTION IS 'DIRECTED TO THE STATE IF NEW YORK • DEPARTMENT OF LABOR, BOARD OF STANDARDS AND APPEALS INDUSTRIAL NT RESTORATION DETAIL CODE RULE 753 CONSTRUCTION, EXCAVATION AND -DEMOLITION OPERATIONS. N.Y.S.a.0 ,T. PAVEMENT NOTE:HEAvY DUTY AT OR NEAR UN* DERGROUND FACILITIES" EFFECTIVE APRIL 1 1975.. R TO COMPLY WITH ALL APPLICABLE NOTES: 1. WHERE PAVE, HAS NOT BEEN RESTORED, TRENCH SHALL EXPANSION JOINTS TO. BE INSTALLED EVERY 10 FEET. THE CONTRACTOR WILL BE REQUIRED C L BE tOCi:G PLATED DURING NON -WORKING HOURS. PAVEMENT SECTION REQUIREMENTS" OF INDUSTRIAL CODE RULE 753. 2. IF "ADJACENT PAVE: WITHIN CLOSE PROXIMITY OF CONCRETE CURB TRENCH EXCAVATION SHOWS STRUCTURAL FATIGUE, ADDITIONAL PAVE. RESTORATION SHALL BE REQUIRED AT DISCRETION of THE STATE'S REPRESENTATIVE ON SI TE 1 1 2" TOE' COURSE-- N.Y.S.D.O.T. ITEM, 403.1701, TYPE SF THE EI �'.`, r 3. TRAFFIC SHALL BE CONTROLED AT ALL TIMES BY MEANS 6. PRIVATE UTILITIES, CONTRACTORS, DEVELOPERS, OR OTHER PARTIES MAY OF SIGNS FLAGMAN CONES, BARRICADES, ETC, AS PER - BE EXPECTED TO BE WORKING WITHIN THE CONTRACT AREA DURING THIS THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC 1- RADIUS 3 BINDER COURSE N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 CONTRA DIWGES. 1/2 CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK UNDER THIS CONTRACT WITH THE WORK BEING 4. NO MONO CURB & SIDEWALK. ASPHALT CURB DETAIL _ -DONE BY OTHERS IN ORDER THAT THE CONSTRUCTION MAY PROCEED ` •� ., : 4 SUBBASE COURSE N.Y.S.D.O.T. ITEM, 304.05 ¢ IN A EFFICIENT AND LOGICAL MANNER. s" - , ..., 7. THE CONTRACTOR SHALL VERIFY .ALL EXISTING AND. PROPOSED ELEVATIONSLIGHT DUTY IN THE FIELD. PAVEMENT SECTION 8" TOP SLAB8. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, ETC., FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF A. THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL p.p o OF TRAFFIC CONTROL DEVICES. G . Aa 0 7" CONC.-CLASS "A" 10. THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND o , DIRECTIVES BY THE LOCAL POLICE DEPARTMENT, Q ASPHALT CURB DETAIL 6/6 6"X6" WELDED WIRE MESH 11, THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES TO A CONDITION EQUAL TO OR BETTER THAN CURRENTLY EXISTED MANHOLE FRAME do COVER CONCRETE PAD ry FtN. GRADE CAMPBELL If 13148 12. THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED OR APPROVED EQUAL (ALTERNATE) SPACE ENTRY REQUIREMENTS (29 GFR PART 1910). - ' .. . � '• . , � • � - 1 x TEMPORARY PAVEMENT SHALL 8E PLANT MIX BINDER, NYSDOT 403.13, 13. THE CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA e MIN. THICKNESS. SHEETING REQUIREMENTS (29 CFR PART 1926.650,651,652). 6 .. I.D. 18" SQ.'. VARIES—SEE PLAN MECH. JOINT , CAP 6" SOu?4O TCBLOCK OD . /\ / /\/ •\�/fit/\f��~, FOOTING RING ; a. `'% ROCK EXCAVATION \ MANHOLE -SEWER- &COVER NO. 1254 �- 23 3/4* MARKED SEWER XXX" OR • `• , TEMPORARY \ APPROVED EQUAL SOLID COVER. 12" MIN. CRUSHED b TOP OF ROCK PAVEMENT �// TWO PICK HOLES (TYP.) STONE—ALL AROUND OD �,A :+ —' F BRING TO 1' MAX.. WITH FILTER FABRIC p 4" COI C. SLAB ,, GRA ECKS &TM D R YWE LL DETAIL CL. A CONC., REPLAN WITH 3/4- MORTAR AS MANUFACTURED BY PRECAST CONCRETE SALES, CO. 6" PV MECH. JOINT (TYP.) 12" O.D. 12' BA» CRURUIN STONE EEL AS DIRECTED. !6 OR APPROVED EQUAL] /\ 6"-45' BEND a• . 6" X .WYE 6" PVC \\`r� 6' UNDERDRAIN n , a 6/6 6-X6" WELDED WIRE MESH 1/4- PRE MOLDED JOINT FILLER REPRESSED 1/4- FOR JOINT SEALANT _ FLOWMAKE SMOOTH CONNECTION BETWEEN ROOD EXCAVATION TRENCH 7774-- INLET AND OUTLET WITH SPLIT PIPE �..� j 5" CONC. CLASS 'A" , � OR CONCRETE FORMED IF APPROVED .! . TE M' OR A R 1 r" AVEE I�ft ENT T y BY THE ENGINEER. OD e BANKRUN FILL- {FOR ALL PIPES) NYS ITEM 304.02 ,� �,,,/ � °'� \ — MANHOLE ASE 6 .,�/ SEWER CLEANOUT DETAIL OF CRUSHED STONE N.Y.S. #2 N.T.S. PROVIDE BOOT OR 1/4- PREMOLDEfl RING FOR PVC OR NT FILLER DIP PIPE OPENING t _ IN MANHOLE EXPANSION JOINTS AT MAX. 16 CENTERS RB B STRUCK JOINTS C C . TO PRECAST CONCRETE MANHOLE USE CAMPBELL 2617 FRAME AND GRATE = SANITARY MANHOLE , 1 1 451,Fl t- �l CURB - w • _. - . - . . - •. - - PRECAST CONC. «: ,, • .. . :.v . .. -•. - � 42 /L51 1/2" CWENT_ STANDARD Df PARGING ON . OUTSIDE CATCH BASS x� AP -BY I CAMPBELL DETECTABLE WARNING ¢ FOUNDRY 4 ,. , ..» R`�fE ROOK FIRE HOUSE _, . SURFACE Kra t � i L.�.. APP ,. NOTE: EQ ROVED fi a EQUAL _ :" ♦• .. .. JOINTS TO USH - , AU. J TS BE FL .. - •, KING STREET PROVIDE 1 r4PREMO D D JOINT FILLER DRAINAGE..STRUCTURES Ca UR WITH N R VEAL t . .. FULL DEPTH CURB WI 4 E , � 34 a - 6 ISSUE fl3 .- 6 CRUSHEDIL VILLAGE OF RYE BROOK SONE I cn d ISSUE, 1. 13 03 , f \ \ NOTE. W sheet� t� Rev. CONCRETE WALK �.PROVIDED ovE� T#{E Fu NADTH ..:..�E LL R TAKE WnNINGslAu. UNDISTURBED sTv I 1 8 2 _� o EARTH Orl r l O o EAR D Ort—Ah PRECAST, CATCH SAS A T FA TIt � TO STING � VEMEN SUIz €� 2. PRflViDE SMQt?TIi � E� � oI " I-- dell n b . . A i o 1 2 QW ` . .. ALL R IIS T BEL. NO BE SET AN PF c� ` W Q c� 0 P NT R� drown b , .PAVEMENT GR UN'flL.-FpVAL _ A GOU d ADE vEME Im �!' C�� C >� o F P ' UNLESS �.�.,.�: ® t1>'�� ONS. 0R R Slays 0 THESE LAN � �'(?�I C-6 ANY'. ALTERATIONS E1� Y aR P CURS AND RAMP I O SD Is' PLAN : : I OF NYS LI E R GTION E CEN SED UNDER THE DIRECTION. TH DOME B u DE _. _ R CnI� tI :` D I a _ A` PREPAREDTH S A ,t , � TEM - ENGINEER TH AND EGISTER Ev - . , A R EI3 .. K) iT C3 2 ., CATI W. C t "TI THE,NYS l.A SOLA ON TH ED ON . 4F' USNOWS Sam SEE /2" TOP COURSE— N.Y.S.D.O.T.' ITEM, 403,1101, TYPE SF BINDER COURSE N.Y.S.D.O.T. ITEM,, 403 .13> TYPE 3 3, ALL RIM ELEVATIONS TlONS FOR MANHOLES, ES CATCH BASINS, WATER AND GASS ` VALVES, ETC. MUST BE VERIFIED AND ADJUSTED TO MEET FIELD CONDITIONS. BASE COURSE. N.Y.S.D.O.T. ITEM 403.12 4, ALL WORK, MATERIALS, SPECIFICATIONS, REGULATIONS, RULES PERMITS, , ETC., : OF ALL STATE, COUNTY AND LOCAL. GOVERNMENTS AND ALL UTILITY AGENCIES SHALL BE FOLLOWED BY THE CONTRACTOR. SUBBASE COURSE— N.Y.S.D.O.T. ITEM, 304.05 5. THE CONTRACTOR'S ATTENTION IS 'DIRECTED TO THE STATE IF NEW YORK • DEPARTMENT OF LABOR, BOARD OF STANDARDS AND APPEALS INDUSTRIAL NT RESTORATION DETAIL CODE RULE 753 CONSTRUCTION, EXCAVATION AND -DEMOLITION OPERATIONS. N.Y.S.a.0 ,T. PAVEMENT NOTE:HEAvY DUTY AT OR NEAR UN* DERGROUND FACILITIES" EFFECTIVE APRIL 1 1975.. R TO COMPLY WITH ALL APPLICABLE NOTES: 1. WHERE PAVE, HAS NOT BEEN RESTORED, TRENCH SHALL EXPANSION JOINTS TO. BE INSTALLED EVERY 10 FEET. THE CONTRACTOR WILL BE REQUIRED C L BE tOCi:G PLATED DURING NON -WORKING HOURS. PAVEMENT SECTION REQUIREMENTS" OF INDUSTRIAL CODE RULE 753. 2. IF "ADJACENT PAVE: WITHIN CLOSE PROXIMITY OF CONCRETE CURB TRENCH EXCAVATION SHOWS STRUCTURAL FATIGUE, ADDITIONAL PAVE. RESTORATION SHALL BE REQUIRED AT DISCRETION of THE STATE'S REPRESENTATIVE ON SI TE 1 1 2" TOE' COURSE-- N.Y.S.D.O.T. ITEM, 403.1701, TYPE SF THE EI �'.`, r 3. TRAFFIC SHALL BE CONTROLED AT ALL TIMES BY MEANS 6. PRIVATE UTILITIES, CONTRACTORS, DEVELOPERS, OR OTHER PARTIES MAY OF SIGNS FLAGMAN CONES, BARRICADES, ETC, AS PER - BE EXPECTED TO BE WORKING WITHIN THE CONTRACT AREA DURING THIS THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC 1- RADIUS 3 BINDER COURSE N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 CONTRA DIWGES. 1/2 CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK UNDER THIS CONTRACT WITH THE WORK BEING 4. NO MONO CURB & SIDEWALK. ASPHALT CURB DETAIL _ -DONE BY OTHERS IN ORDER THAT THE CONSTRUCTION MAY PROCEED ` •� ., : 4 SUBBASE COURSE N.Y.S.D.O.T. ITEM, 304.05 ¢ IN A EFFICIENT AND LOGICAL MANNER. s" - , ..., 7. THE CONTRACTOR SHALL VERIFY .ALL EXISTING AND. PROPOSED ELEVATIONSLIGHT DUTY IN THE FIELD. PAVEMENT SECTION 8" TOP SLAB8. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, ETC., FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF A. THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL p.p o OF TRAFFIC CONTROL DEVICES. G . Aa 0 7" CONC.-CLASS "A" 10. THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND o , DIRECTIVES BY THE LOCAL POLICE DEPARTMENT, Q ASPHALT CURB DETAIL 6/6 6"X6" WELDED WIRE MESH 11, THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES TO A CONDITION EQUAL TO OR BETTER THAN CURRENTLY EXISTED MANHOLE FRAME do COVER CONCRETE PAD ry FtN. GRADE CAMPBELL If 13148 12. THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED OR APPROVED EQUAL (ALTERNATE) SPACE ENTRY REQUIREMENTS (29 GFR PART 1910). - ' .. . � '• . , � • � - 1 x TEMPORARY PAVEMENT SHALL 8E PLANT MIX BINDER, NYSDOT 403.13, 13. THE CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA e MIN. THICKNESS. SHEETING REQUIREMENTS (29 CFR PART 1926.650,651,652). 6 .. I.D. 18" SQ.'. VARIES—SEE PLAN MECH. JOINT , CAP 6" SOu?4O TCBLOCK OD . /\ / /\/ •\�/fit/\f��~, FOOTING RING ; a. `'% ROCK EXCAVATION \ MANHOLE -SEWER- &COVER NO. 1254 �- 23 3/4* MARKED SEWER XXX" OR • `• , TEMPORARY \ APPROVED EQUAL SOLID COVER. 12" MIN. CRUSHED b TOP OF ROCK PAVEMENT �// TWO PICK HOLES (TYP.) STONE—ALL AROUND OD �,A :+ —' F BRING TO 1' MAX.. WITH FILTER FABRIC p 4" COI C. SLAB ,, GRA ECKS &TM D R YWE LL DETAIL CL. A CONC., REPLAN WITH 3/4- MORTAR AS MANUFACTURED BY PRECAST CONCRETE SALES, CO. 6" PV MECH. JOINT (TYP.) 12" O.D. 12' BA» CRURUIN STONE EEL AS DIRECTED. !6 OR APPROVED EQUAL] /\ 6"-45' BEND a• . 6" X .WYE 6" PVC \\`r� 6' UNDERDRAIN n , a 6/6 6-X6" WELDED WIRE MESH 1/4- PRE MOLDED JOINT FILLER REPRESSED 1/4- FOR JOINT SEALANT _ FLOWMAKE SMOOTH CONNECTION BETWEEN ROOD EXCAVATION TRENCH 7774-- INLET AND OUTLET WITH SPLIT PIPE �..� j 5" CONC. CLASS 'A" , � OR CONCRETE FORMED IF APPROVED .! . TE M' OR A R 1 r" AVEE I�ft ENT T y BY THE ENGINEER. OD e BANKRUN FILL- {FOR ALL PIPES) NYS ITEM 304.02 ,� �,,,/ � °'� \ — MANHOLE ASE 6 .,�/ SEWER CLEANOUT DETAIL OF CRUSHED STONE N.Y.S. #2 N.T.S. PROVIDE BOOT OR 1/4- PREMOLDEfl RING FOR PVC OR NT FILLER DIP PIPE OPENING t _ IN MANHOLE EXPANSION JOINTS AT MAX. 16 CENTERS RB B STRUCK JOINTS C C . TO PRECAST CONCRETE MANHOLE USE CAMPBELL 2617 FRAME AND GRATE = SANITARY MANHOLE , 1 1 451,Fl t- �l CURB - w • _. - . - . . - •. - - PRECAST CONC. «: ,, • .. . :.v . .. -•. - � 42 /L51 1/2" CWENT_ STANDARD Df PARGING ON . OUTSIDE CATCH BASS x� AP -BY I CAMPBELL DETECTABLE WARNING ¢ FOUNDRY 4 ,. , ..» R`�fE ROOK FIRE HOUSE _, . SURFACE Kra t � i L.�.. APP ,. NOTE: EQ ROVED fi a EQUAL _ :" ♦• .. .. JOINTS TO USH - , AU. J TS BE FL .. - •, KING STREET PROVIDE 1 r4PREMO D D JOINT FILLER DRAINAGE..STRUCTURES Ca UR WITH N R VEAL t . .. FULL DEPTH CURB WI 4 E , � 34 a - 6 ISSUE fl3 .- 6 CRUSHEDIL VILLAGE OF RYE BROOK SONE I cn d ISSUE, 1. 13 03 , f \ \ NOTE. W sheet� t� Rev. CONCRETE WALK �.PROVIDED ovE� T#{E Fu NADTH ..:..�E LL R TAKE WnNINGslAu. UNDISTURBED sTv I 1 8 2 _� o EARTH Orl r l O o EAR D Ort—Ah PRECAST, CATCH SAS A T FA TIt � TO STING � VEMEN SUIz €� 2. PRflViDE SMQt?TIi � E� � oI " I-- dell n b . . A i o 1 2 QW ` . .. ALL R IIS T BEL. NO BE SET AN PF c� ` W Q c� 0 P NT R� drown b , .PAVEMENT GR UN'flL.-FpVAL _ A GOU d ADE vEME Im �!' C�� C >� o F P ' UNLESS �.�.,.�: ® t1>'�� ONS. 0R R Slays 0 THESE LAN � �'(?�I C-6 ANY'. ALTERATIONS E1� Y aR P CURS AND RAMP I O SD Is' PLAN : : I OF NYS LI E R GTION E CEN SED UNDER THE DIRECTION. TH DOME B u DE _. _ R CnI� tI :` D I a _ A` PREPAREDTH S A ,t , � TEM - ENGINEER TH AND EGISTER Ev - . , A R EI3 .. K) iT C3 2 ., CATI W. C t "TI THE,NYS l.A SOLA ON TH ED ON . 4F' USNOWS Ana. T 9 4 6 6 4 Ai 3 • , I � � ,� �j � � � /# � / `� R HARDWARE GROUPS Group 1: Restrooms 3 Hinges Privacy lock Closure Door stop 3 Silencers ers Group 2: Offices 3 Hinges Entrance/office lock Door stop 3 Silencers Group 3 Storage/ Kitchen 3 Hinges Classroom lock Closure Door stop 3 Silencers R Growp 4: Mechanicaloom & Mt Rm g i Hn e5 Storeroom lock Closure 3 Silencers Group u Passage Doors �. 3 Hinges Passagelatch h C Closure Door stop 3en it cers S Grou p 6: Closet se (PR) } 3 Hinges x 2 -. D trim x .fes tTl�[1321 Magnetic latches 2 Silencers Group 7: Eui ment Closet PR 3 Hinges x2 Storeroom lock Manual flush bolt @ inactive leaf Dummy trim 2 Silencers Acoustical Astragal {rag Group 8: Apparatus Bay Entry 3 Hinges Classroom lock l Closure Door stop 3 Silencers Group 9: Closets 3 Hinges Passage Latch (outside) Closure 3 Silencers Group 10: Exit (Interior) 3 Hinges Passage latch Closure Door stop 3 Silencers Group 11: Exit (Lock) 3 Hinges Panic bar/Storeroom lock Closure 3 Silencers Door stop Group 13: Overhead Doors (1) Remote Operator (2) Wired Operator (1) at each side of door (2) at dispatch room (2) Sensors for Emergengy Stop (2 Heights) General Note: All lockset fu,ntions to be confirmed with owner & keying to be coordinatedwith owner. DOOR 5GHEMLE DOOR DOOR FRAME CSEE SHEET A;2,6)1 4m 1 DOOR ROOM NAME C ' _ _ ____ .51ZE n __ ___ W1DTH : HEt�Vti THtGK. t � ( C7ETAIL __ __. _ . . _-. _._.,. �` HEAD t JAMS ! SILL F2 ! 1.0 41A2.q 41A2A 56 11OUTSW REMARK5 BASEMENT OOIA STAIR 911 HM - 3'-0 &-b" 1 314' FI HM H2 J2 51 10 G T 5 LDV�A HCR iRIPPIN& IOIA LOBBY DI JeV jC20-0" &'-0" ` 1 3!4' F2 'HM HI it ! S6 1t 040traetor for ony tom' 003A MECH. ROOM Dt# i HM 3'-0" 6'-&' ( 1 314" FI I HM ': Hi it 51 4 Fes' +VLC E3C7GtICii2 Dh1EATNER 57R1t'�P1t 1016 LOBBY D6 ; HM i 3'-0" ( 6'-&" ' 1 3!4` F1 1 HMI H3 J3 55 & C 004A ELEV, MACH. RM. D11 HM 3'-0" : 6-15" 1 3!4' FI HM ; HI if S 51 4 G 005A STORAGED!i HM 3'-0' 6-B" 1 3/4' FI `HM ? H2 ' J2 i St 3 G ROLL-Ut' DGOR.. 006A ELEG, CLOSET 911 I. 3'-0" i 6"-&" 1 3I4' Fri FI ' HM H1 ! JI rat 4 C 1 1�}(�.,....� DOOR FRAME �� F�1✓ YiIV FIRST FLOOR, IOOA VE5,nwLE of ' HD !C2)3`�" &'-O" ! 1 314' F2 ! 1.0 41A2.q 41A2A 56 11OUTSW iN6-Pf�GNl17k EX7�kt�2 DOOR ROOM i T 5 LDV�A HCR iRIPPIN& IOIA LOBBY DI JeV jC20-0" &'-0" ` 1 3!4' F2 'HM HI it ! S6 1t 040traetor for ony tom' itgE APPARATUS BAY D2 + Wp 6'-&" � 13/4" F1 HM { H6 if Fes' +VLC E3C7GtICii2 Dh1EATNER 57R1t'�P1t 1016 LOBBY D6 ; HM i 3'-0" ( 6'-&" ' 1 3!4` F1 1 HMI H3 J3 55 & C 1216 MECH, CLOS. Oil ' HM 3'-0" 6' -Ft" # 13/4* € I F1 HM 141 if € St 4 102A WOMAN'S RM, E75 ! W9 3'-0' k 6'-5" 1 3t4'. F! j HM ' HI JI 52 1 ROLL-Ut' DGOR.. ( 1 i 1 � r F1 1 1�}(�.,....� DOOR FRAME �� F�1✓ YiIV 103A MENS RM. D3 : NU7 31-0"( 6`-&" i 1 3f4' Ft HMI Ht ; it } 52 1 .f7.. � '{{�� .5 1 I � *� ykS { HM { 3* -0" i 6'- ' # 1 3/4- 3 w FI HM ; 1,0 0 55 _5 .... 104A 5TORA&E 94 WD `CZZ-6" 6-6' i 1 3!4' F2 ' HM; Fit J1 y 51 3 RIOR OUTS1l�tEa-F"1 TWE$HOLOWATHER IPPIN 124G E.M5. CLOSET Pit � WP { 3'-0" , 6' &' ! 1 3!4" f Q IDSA STORAF"yE 94 H9 (2)2'-b*; 6'-8" 13/4' FZ HM ' Ht € J1 51 3 125A STAIR D3 ; $,iV ? 3'-O' 6'-& 1 3!4' Ft Ht J1 51 Il G t06A I TINeri-RAININ9 96 1 YID 3'-0" t 6'-&" i 1 314' F3 HM I Hi ' it i 53 4 1255 STAIR 1(2)2'-6" I If G IOTA ELEG. GLO5ET 94 r VV 6'-&" ', 1,3/4* F2 HM . Ht it SI `1 i 106AGOAT CLOSET D3 WD 3'-0" j b'-&" 1 314' Ft HMHI it 51 3 IOCIA OFFICE 93 kv 3'-O" 6'-&" 1 314' Fi €, HM 1 HI it 51 2 SECOND FLOOR ZOOA STAIR D3 s PC j 3'-0- i 6 -,S 1314 F1 HM ; HI + J1 { 53 10 G IIOA STORAGE 04 V49 (2)2'-6"' 6'-&" # t 3!4" F2 ' HM ` Ht it sl 3 201A ELEC. CLO5ET I 1 FI tai N1 JI 53 4 ------------- IIIA CORRIVOR 03 WD 3'-0" 6-5' j 1 3!4" FI j HM - HI '. it t 53 11 204A FUTU ';T- EXPANSION M VV J 3'-0' W -b" � 1 5/4" F1 � HM I t11 Jt i55 3 G I12A KITCHEN D10, 4Jli C2)2'-6" 6-6" 13f4' F2HM I H! it sl 6 4. ` ' Ft (HMI Hi it j 51 4 _. _..IN6-PROVIOE EXTERIOR 113A DAY ROOM D2 i W9 3'-0' 6'-&" 1 i /4' 3 Ft HM ti`i J5 56 It TIER STRIPPIN& , 114A BATH ROOM 03 ; HO 3'-0" 4 b"-&' 1 15/4' F1 1w; HI JI 52 5 1 115A JAN. CL05ET D11 I HM 2'-6" j 6'-6' 1 1 3!4' 1=1 ' HM H1 J1 I 51 q 206A » 5 03 1 WD ' 3'-O" j 6'-6" 1 3!4' Ft FI i HI JI St - 5 116A TURN -OUT GEAR 93 ; WD 3'-0" 6'-&" i 3!4' FI HM [ HI JI 53 5 4 II&A DISPATCH D? '. I-V 6-0" 6'-&" 1 314' F4 ! HIM ` H! JI rat 14 5 BONNEVILLE WOOD CL#i7fAtFi PATIO DOOR IN ADA COMPLIANT THRESHOLZ _ r 1 1186 DISPATCH D6 ! HM 3-0 6'-&" 1 3f4' F1 HM !: H7 J7 55Al & Of 11gA APPARATU5 BAY Ob, V j 14'-0" 14'-0« 2 "t!&' ( DETAILS 2, 5HT. AB.Z 13 PROVIDE (1) REMOTE OPERATOR 206A . ,4, F1 ; HM Ht J1 51 3 + (� y1iRED OPERr4T10N5 1tgB APPARATUS BAY 9& 1 1,10 1 14'-0" ? 14'-0" 2 -1/6. (SEE t AILS 20,4, SHVA6.2) 13 q NIDE Ci) REMOTE OPERATOR R 1 + C21 HREV OPERATIONS 1101C 1101C APPARATL6 BAY D&at VV 14'-0" { 14'-0" F 2 `VS" (SEE DETAILS 2,�,4, 5HT.'iA&.2) 13 q PROVIDE (1) REMOTE OPERATOR * C2J W1RE9 OPEIONS 11410 APPARATUS BAY D&a k 14'-0' 14'-0' 2 715' C`- DETAILS 2,1,4, SHT.IA&.2J 13 OE (1) REMOTE + VhgRED OPERATIONS OPERATOR 210A BATH ROOM . , } �- � D11 i WP 3 -0' , 6 8 15/4' FI 1 HI ! JI 5 j 2 5 i V $ DOOR SCHEDULE ODORFRAME (� A2.8) DOOR ROOM r_ .m m _SIZE - - ,�: ru Me1�R : w TH1GK. IDTH HEtr�FfT� � 5tL JAt� �.. 040traetor for ony .. `. . TAW itgE APPARATUS BAY D2 + Wp 6'-&" � 13/4" F1 HM { H6 if Fes' +VLC E3C7GtICii2 Dh1EATNER 57R1t'�P1t 121A ' STORAdSE off � tit ' 3'-0" 6'-&" 1 3!4" � � -1 Ft HM I H5 j J& 51 3 3 C 1216 MECH, CLOS. Oil ' HM 3'-0" 6' -Ft" # 13/4* € I F1 HM 141 if € St 4 122A CASCADE 05t 5T a 5'-0' �'1 _4 1314 , __ } 5fi H4 l :J4 Sk ROLL-Ut' DGOR.. ( 1 i 1 � r F1 1 1�}(�.,....� DOOR FRAME �� F�1✓ YiIV 123A STOR. CLOSET N p11 � 1�? r 2 -6« � 6 -& i t 3!4« FI HM s H1 JI 51 3 .f7.. � '{{�� .5 1 I � *� ykS { HM { 3* -0" i 6'- ' # 1 3/4- 3 w FI HM ; 1,0 0 55 _5 .... 1246 E,M5. D2 I PV 31-00 k 6'-8' � t 5/4" FI � HM k tis � J5 56 It RIOR OUTS1l�tEa-F"1 TWE$HOLOWATHER IPPIN 124G E.M5. CLOSET Pit � WP { 3'-0" , 6' &' ! 1 3!4" Ft l Fflw1 � Hi it ± 51 Q 125A STAIR D3 ; $,iV ? 3'-O' 6'-& 1 3!4' Ft Ht J1 51 Il G 1255 STAIR 03 HD 31-0" ( 6'-&" 15/40 Ft 1 HM H1 ; JI 51 If G t 3 f 1 i ----------- i i _ � tftftf SECOND FLOOR ZOOA STAIR D3 s PC j 3'-0- i 6 -,S 1314 F1 HM ; HI + J1 { 53 10 G 3t4 HR_ 201A ELEC. 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RATING 15 REQUIRED ' ■ ..� �.� "..�..R OF 5TU BOTTOM i�UG RE r 5TR.UGTURE ABOVE MA5ONR.Y OR CONCRETE STRUCTURE 4"x4""�,j/�T" GLIP ANGLE W" LONG i STRUCTURE ABOVE 2x4 TOP PLATE 5ECUREP TO i x 4T�/TtC D.G. EACH 5112E 5TRUGTURE ABOVE _ 3/4" x 1 1/4" FLOOR, CEILING STAEi�ED 21_01" D;G. 2x.� TDP PLATE SECURED TO _ _ _ _ EXTEND PARTITION GONSTR.UCTION AND 51DE ANOLE5, 22. MSf� OAL1/. STL. INSTALL 'FIRETDPIING 4314" STRUCTURE i TO BOTTOM OF STRUCTURE NHERE RATED PARTITION KFORI W4 t INDICATED ON DRAWING I ' T ! i2E G GORE 1 INSTALLATION ;OF EAGINC ' „ &;'14 TYPE N3: 2"x3" WD. 5TUD5 t HORZ. BRAGING AT QUARTER POINTS 3 P5UUME TYPE N4: 2"x4"` NP. STUDS t TYPE Who 2"x6" NP. STUDS VERT. ANP 4'—D" O.C. HORZ. AT GHA5E , ' "xt3"xI6" NOMI. G.U. WALLS } ` I" THICK &YPSUM BOARD, 4 i 5/V' FIREGODE G GORE 6YP5UM BD. TYPE 'R` OR `STX` # r (PROVIDE M.R. GYP. BD. IN AREA5 IN ` OR ADJACENT TO RE5TROOM5, HOI�?. REINF. 1Fi"° O.C. VERT. 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PARTITION (MOOD 5T LV) G CAVITY KAL.L PARTITION 5 94AFT KALL A55EMBLY M ISTANDARD MA50N Y PARTITION DOOR HEAD DOOR JAMB 4 DOOR 5ILLt TAILt _ 1 G s PARTITION (AS SCHEDULED) t I._._ _ ,_ ._ _.. ____. �_�.,_..,r "HARDI PLANK" SIDING k'IAR?! FLAN SIDING GYP. BD. (TYP J _ z . _ ;- i__ . -.k, s_ _. MASONRY OPENING , fi , SEALANT .. ------- --� SLANT , " N '541. 18" � \t I HOLLOW METAL Lu {may/ 5. , ': 1 v. t 1 ' JAMB ENCLOSURE .,:t_.. -1..._v-.1. -t t _F,...»_ 2.., .-f._._ itsY � x — a_..,.. t._ I_. _ ROLL -UP DOOR - __; _, $ . _ A_.} PROVIDE PROPER 1 5/8 FURRIN& z.. }..1 2x6 STUD WALL _ _ . _ ' _. - _ I I1 7, 27, 51 _ _,._,a _ _ $..,_ _i ; _ ' BLOCKtNC-7 FOR TRACK $ DOOR MOUNTING- +----P,T. BLOGKC T T' CAULK tt i MASONRY OPENINr� MASONRY OPENING i 4 _�._ _ JI DOOM. JAMB J2 NOT U5ED J3 DOOR JAMB J4 DOOR JAMB J5 DOOR JAMB J( DOOR JAMB VENEER RETURN JAMBS 114" 1/4" RaUT CAVITY tY - "HARDI PLANK" CAULK .....Y ANCHOR AT _.{ 1 �,..4_ __LL..' =- ;., MIN, (3) PER GROUT CAVITY 1_ i - ' PARTITION (AS SCHED) T__ . JAMBS til + N ANCHOR AT la" GYP. BD, (TYP j -- ' _� 277 MIN. (3) PER / d JAMBS ; , { }'-{ i'EAA4 VARIES E , r � 3 i ` O3 ' 4211 -t"_` __"....__. i.. f,_ 4_ j 1 , _�._.. �t a._....,, _:...�._ �....-� ' ` __ .., _ ,J •� rgr�urrrn 3 '-- A tf f, P/8 77 77 I �r.._f_I_ 1 , IX_ CASING 518" GYP. BD. tl f16 15/1 - .-_-_..._ - t1 15/16! I5/I MASONRY OPENING IXI WD. STOPS GYP, BD. (`fYP j 4 pr ... { . _ 1/2" CLEAR TEMP. f&'7 FURRING=, CHANNELS r } , a GLAZINr� , 514"X_ SILL I-VIX4 MASONRY OPENING � APRON BELOW JI DOOR JAMB J� DOOR JAMB Ja DOOR JAMB HI DOOR MEAD H2 NOT U5ED H3 DOOR HEAD VENEER RETURN JAMBS W/ DRIP EDGE f 6666.{} #-.. k ' �....; 4t_ .__,.— rm_r _,. t - i_ — _.. i._ HAR01 PLANK RD L ; i ,. �PLANK r HA 1 i t ' {- ! ? : SIL?ING i 1 r 1MB ", _a_ i t t 1 1 }. t f e r r i t r I SEALANT SEALANT � l 1 _,. .._ _,.: _ I �t METAL L S G DRIP EDGE METAL FLASHING IP DR EDGE - 1 - . _.;. _.,._ ..-�-"_-t i :.. ,6666._,.._-... } f- �'� } CAULK' , t - { I HOLLOk4 METAL HEAD ENCLOSURE ' � 2xb STUD WALL z 2x6 STUD MALL C> t x._ . _.. z._- GRt?UT ,CAVITY 1 IS/I�i! 15/1'6: 4" --�yy O t* � � - a _ _ ` .h � # '�fINYI... FLC2CiIN"a; 1 CARPETS CERAMIC TILE, ; _ 1 ] r r` ,r' i SLAB Y f R -IQ BATT, Wl R -I9 BATT. ROLL UP DOOR HOU51NC INSUL INSUL t i _. . _ _. ; , J� �,'" a6 FLOOR i µ 15 ro ! 15/1 ROLL -UP DOOR - M ,7 5/8 GYP. 5/8 GYP. " /8 GYP. BD. (TYP.) PROVIDE PROPER BLOCKING FOR � � BLS. BD. a" FURRING CHANNELS GHO�2 AT N, (3) PER TRACK 4 DOOR MBS M0t1NTING GROUT CAVITY CAULK H4 DOOR HEAD H5 DOOR HEAD H� DOOR HEAD H`T DOOR HEAD Hb DOOR HEAD 51 DOOR 51 L. E 1 i t i 1 1 r CARPET/ r 1 i a VINYL TELE I , POOR JAMB (, 1 E3E OND 1 , r WOOD DOOR MARBLE SADDLE I VINYL FLOORINr-� E ,:' ; 1 DOOR JAMS , I # CERAMIC TILE OR PLYWD FINISH f .., . 1 DG>OR JAMB BEYOND i _ STONE TILE 3 } 1F?UGINC� STRIPI ASCHEDULED)1. ( S BEYOND 1 - � I r BOND GOAT 1 } _ � CARPET m VINYL NOSING/ , ,� t � � uA; s {. ( * { r MORTAR BED 1m ! 14 MIN. / l# tt _ 4 �y/ � TRANSkTkON l FINISH AS SGHEDULE�? r } { 1 � � � FINISH I t l} AS SCHEDULED) ( E k4( p� ,may /^ REINI `ORCIN i } � SUB ( } i { ., THRESHOLD - f THRESHOLI2 i _ FLASHING � 1 i FLASHING 4 � 4 .. . _66_66._--�_.._ µ _ r < SEALANT SEALANT EXTERIOR 10 /y/yj /iT, SUB FLOOR uj � ; PAVlN /WALK TILE INSTALLATION PER DOOR 5ILL DOOR ILL 54 DOOR �ILL 5� DOOR51�� EXTERIOR 56 AL LOQ PROFILE THRE5HOLD DET TGA INSTALLATION F141_�553 HARPIPLAN WAW HEAD, JAMf ANCHORING SUPPLIER / METAL FLA EDGE -5/4x& HEAD BACKER ROD 4 NEH PRECAST S- I" AIR SPACE BRICK VENEER' DRAFT VAPOR I INPOH 5ET #1 HEAP,JAMf ANCHORING SUPPLIER / METAL FLA ED 63E insomp 51rp. BE*) -.-------------1-------- -- RIOR JAMB =N51ON &11 c-71rp. 13P. <4 CASING 4xb HEAD 4TERIOR JAMB :XTEN51ON 1EAD, JAMS 4 5 �NCHORING BY P >UPPLIER / IN5T/ < mm 231a •..*� (4 GA51N C-7 _.-., - -- �AGKER ROP 4 SEALANT ARPIPLANK 510ING EN PRECA5TSILL BRICK VENEER PI-Yk4000 SHEATHING, ETG, METAL FLA51-I1NO $ K b"x4"x --- PRECAST L BACKER ROD 4 SEAL HEAD, JAMB 4 SILL ANGHORIN& BY NINPOV SUPPLIER / INSTALLER HF;A 511—L BAGKFR ROD 4 5EAL, NEW PRECAST 5ILL I"AIR 5PAGE BRICK VENEER POUBLE511-1- PLATE -- PRAFT/\/APOR BARW, 5/4X6 TRIM (5/4x4 0 015PATCH, PL'rV4000 5HEATF SEALANT ---- --- m if, If -oil V41NOON 5ET #3 jl-�m Ir -If I LINE k-/ F 1114 1 L- BELON M�u 311 = I I -oil 1 5 1 VERT. V41NOON MULLION ail = I I—011 I ftwkn Title I I I I I - I - I I 11 5ILL 12ETAIL 1 HEAP, JAMB 4 5ILL AWGHORINO BY WINDOW SUPPLIER INSTALLER TRIM Ix4 APRON ---------- FLA5HIN6 A JAMB 12.E 61r --Ix4 APRON Ix4 GA51NO BACKER ROP 4 SEALANT "HARD1 PLANK" S1PIN&,--- - — ------- HARD IPLANK 51 DINO- OUBLE 5ILL PLATE kE HINDON 5E #2 311 II -011 BRICK VENEER PI-Yk4000 SHEATHING, ETG, METAL FLA51-I1NO $ K b"x4"x --- PRECAST L BACKER ROD 4 SEAL HEAD, JAMB 4 SILL ANGHORIN& BY NINPOV SUPPLIER / INSTALLER HF;A 511—L BAGKFR ROD 4 5EAL, NEW PRECAST 5ILL I"AIR 5PAGE BRICK VENEER POUBLE511-1- PLATE -- PRAFT/\/APOR BARW, 5/4X6 TRIM (5/4x4 0 015PATCH, PL'rV4000 5HEATF SEALANT ---- --- m if, If -oil V41NOON 5ET #3 jl-�m Ir -If I LINE k-/ F 1114 1 L- BELON M�u 311 = I I -oil 1 5 1 VERT. V41NOON MULLION ail = I I—011 I ftwkn Title I I I I I - I - I I 11 11 IQR FlNl FIBEROLA55 REINF. ROOF 5HINCLE5 1 2 1 "HARIDI PLANK" SIDING F 3 { __., BR.IGK VENEER 4 BLLUE5TONE GOPINC 1511 5LUE5TONE 5ILL 6 ALUMINUM LOUVER M.D.O. PLYYqOOD PANEL (PAINTER) OVERHEAD HOOD DOOR5 cl ALUMINUM CLAD GA5EMENT NINDOPg5 IO., HOLLOki METAL EXTERIOR DOOR II -5/�x4 CEDAR WINDOW ,$ DOOR GA5ING I2_ 14x6 CEDAR WINDOW 4 DOOR HEAD W/ I/4" BACKER PANEL 13' "HARD{ TRIM" CORNER BOARD5 14 CEDAR FASCIA RAKE A55EMBLY V5 EXTERIOR LIC-7HTINO Ib GONTINUOU5 METAL FLA5HINC 11' 1 PRE-CAST LINTEL I8 5/4x6 CEDAR O.H. DOOR CA5INO Iq 5/4x IO CEDAR O.H. DOOR HEAD WI I/4" BACKER'PANEL 20 CONCRETE PAROINO 21! CEDAR BRACKETS 1 l_ I1 FIBE12,61-A55 REINF. ROOF SHINGLES rv22 1 "HARDI PLANK" 51DIN6 i 3 j BRICK VENEER 4 1 BLUE5TaNE GOPIN& 5 BLUE5TONE SILL 6 ALUMINUM LOUVER -7 1 M.D.O. PLYW00D PANEL (PAINTED) i 5 ! OVERHEAD NOOD POOR5 ci ALUMINUM CLAD GA5EMENT WINDOW5 1101HOLLOW METAL EXTERIOR DOOR L11--- 111 i %x4 CEDAR WINDOW 8 DOOR CA51N .lam _... __ 5/4x6 CEDAR WINDOW t DOOR HEAD 1121 W/ I/4" BACKER PANEL 113 i "HARC7I TRIM" CORNER BOAR05 1141 CEDAR FA50IA # RAKE A55EMBLY 1!5 EXTERIOR LIC-,,HTINO 16 1 GONTINUOt 5 METAL FLA5HINC I PRE-GA5T LINTEL I& 5/4x6 CEDAR O.H. DOOR GA51NG 5/4xIO CEDAR O.H. DOOR HEAD W/ 1/4" BACKER PANEL 20 ± CONCRETE PAROING 211 CEDAR BRACKETS TOP F 5 G N FLOOR a s E o D L _. _. EL 116-4" f + _ �. Wig. `K>In Street, TOP OF PLATY DORMER) ,, -. _ :.. ....:5::-_—__..__._..:+ .__. ..._._..... _. _....._ .:. as _ ,. ...... _. _:• � ireHead carters Rye 1�ro'ok NY _<_._,_ L + ivy _._._.._.-------- _ _ . __ ,. q... _ ._..,. - - ale - --_ .__.- -.. .� r 1 • • GO +� 14 C FOUNDATION - CONCRETE r . , . • ' WALL 4 GONTIN, CONE. _ -5t)5PENDEP LI GHTIW, REFEFOOTING (REFER TO N t TO ELECTRICAL 4 1'3PHTING ? STRUCTURAL PHOS) s PLAN5 FOR TYPES i # . i MOUNTING TECHN[S r i 5TORAC9E B 1 s" CONCRETE SLA__�._� •. � _� _. t CC�M3U5TION AIR IiiAKE CONCRETE FOUNDATION v >> � HALL GONTIN. CONC. (REFER TO MECH. I WG ` (? f ° FOOTING (REFER TO # ALL EG3UIPMENT ICES,'. STRUCTURAL Ii�JG'S t COORDINATION) }i ;! :: NOTE: REFERENCE ELEVATION BA5EMENT SLAB _ _ - - ) _ , . _ . 6, _ F a - .._ _. - _, - _. _ - .� _, I. • , . '. IOO O =ACTUAL ELEVATION 6'7'-0" EL + SII -S "? FOOTING TRAIN _. _._..._ A8.1 EL m N t t � ■ oTO_P OF PLATE t Y EL + 126-4, _ ■ BACKER ROD - t,. ■ !ACOUSTICAL t t ' f t ER�d S(t r �tJ SEALANT r � r s t t ALUM. CLAD CASEMENT i WINDOW A5 PER 206 MA50NRYt5TEEL �. JOINT (FULL HEI C -7;T) _...,... = -., A SCHEDULE t FIBERCLA55 REINF. ROOF X S" X 16" NOM, 56LID G.M.U. 5HIN6,LE5 OVER 15# B1—D'67 s oa+tro*w +tit , www 00, CONCRETE PLANK FELT 4 !/g" G,D*X. ■ { FLOORING —.___.-, PLYWOOD SHEATHING t i s ALS , VER . MO3 TA# lOI NTS EVERY OTHER COURSE- ". to ," for tt d ft �y of work. No + j$ 5TEEL COL. AS PER `' ALIGN , _— OL TOP OF SECOND FLOOR ■ EL # 116'-4" w .♦ ice: ; ■ ..lam EACH EVERY 5#LSE EVERY (3) - f � � r EXHAUSTFAN N TO WALL -r----- '` . LOUVER PLENUM (REFER ■ .--' TO MECH. VV40'5) • I ■ _ 8" GONTI NUOUS GONG. FND: PAMPROOFINC # _.. _ .. _ ___._ C.M.U. GQL, ENCL05URE - � ENCLx� %-RE TO ' ' " HAR i PLANK" ■ t SIDINO ■ HOSE RACK, r, y !'` t STORAC7E f 8 G.M.U. BLOCK WALL t I� k C.C)RR. r ■ , CLOS. PRE—GA5T GOPING ._ .�_.___ : _,____. SUSPENDED LIC fTINCz- REFER t i BRICK VENEER # i t CONCRETE FOUNDATION PViW No 07119 ftw4 No,- aDate WALL 4 CONTfN. GONG. i FOOTING (REFER TO ---- REFER. TO M.E.P'5 FOR �►. ',. r EL m N t t � ■ t BACKER ROD - t,. ■ !ACOUSTICAL HUNG t ' GEILINO tAsw Warr Ar+r on reit of aww" Ana a #a. prop«cy the to ER�d S(t r �tJ SEALANT � r s DORM t i 206 MA50NRYt5TEEL �. JOINT (FULL HEI C -7;T) _...,... = -., A -_, X S" X 16" NOM, 56LID G.M.U. t oa+tro*w +tit , www 00, CONCRETE PLANK { FLOORING —.___.-, t i s ALS , VER . MO3 TA# lOI NTS EVERY OTHER COURSE- ". to ," for tt d ft �y of work. No + j$ 5TEEL COL. AS PER `' ALIGN , _— t ■ # STEEL i EAM-REFER TO >n x - , ■;_.. --TRck,�. III tI ; . ST -EL TIZES, ETC. ■ f PLANS O R TYPES � L E ------------ f { ti t ' i ■ s } 1 E NOTE: REFERENCE ELEVATION 100'--O"=ACTUAL ELEVATION 6-1'--0" _7_. ----- . _,___._ ..___-,. - ... STH SIDES 01= �,,,t } �, ;� 1' all I, n - t.' �,t 1 z,R STAT ENCLOSURE DOOR! RIPENER t t ' 1_4C_V+CL _ M�GX+AT SE t t _� T _, REFE !TO M.E,P.5 FOR ADDITIONAL r _ ,,, ., INFO.— j�OIORD. INSTALLATION {W/ , 5!4 X 6 TSG CEDAR GElLINC f t ...__._..__.v__. 2 2X12 HEADER BEYOND Pt..UMF,� �CG, 5 �iKLEi�., OVER�AT� I (i , 2 2X[2 HEADER a_ , FOR I T � RAFTER , DOOR .ETC. TO ENSURE PROPER , � O .JG7 S TE DOOR OMNI _ f #NsTALLAT#ON t SUPPORT , a V � 1 tt LONG, SLAB WRECE55ED } t. t t ENTRY MAT OVER VAPOR BARRI R REFf TO ' E �J� t r r ; l € t TU5 Y f VES, Bt) I f l STRUCTURAL DRAW#NGS 1 -OR i it ,. EEI I � � DETAILS t s f , t r t \ i SLUIE=STONE WALK. RISER it t >. ■ �_ ______: t TREADS OVER MORTAR, 8 C.M. BLOCK WALL _ f t __�:_ _�_ _ - _ BASE 4' GONG. SLAB RETE SLAB _ _ 1 1 GO t NGRETE PLANK � k' ■t r.` .r_ -_z:�. ■ A Date Is■e18 FLOOR DRAIN-__ + F t r t► I OORING i FL _ . P t j y t 5" CONCRETE SLAB REFER TO PLUMBING DRAWINGS FOR BELOW SLAB PIPIN-GOORD. W! ALL TRADES 1/411= 1 1-011 t G i s I � 1 ! EXTEND TO _. t _ _.___ STEEL BEAM EXI5TINC -- " ABOVE (REFER CONSTRUCTION a t TO STRUCTURAL PILASTER \ r PLANS) CONDITION PROVIDE CONTROL .DINT � � � � W8�431 'STEEL COL, (REFER TO 5TRUGTURAL BACKER ROD - t,. �, x ._ --.._ I 1 t i I 1 tAsw Warr Ar+r on reit of aww" Ana a #a. prop«cy the to ER�d S(t r SEALANT i t ��n t MA50NRYt5TEEL �. JOINT (FULL HEI C -7;T) _...,... = -., A -_, X S" X 16" NOM, 56LID G.M.U. oa+tro*w +tit , www 00, t i s ALS , VER . MO3 TA# lOI NTS EVERY OTHER COURSE- ". to ," for tt d ft �y of work. No + j$ 5TEEL COL. AS PER `' ALIGN , _— t r PROVIDE MASDNRY CLIPS ew to t+s fof * +otab an�C,*v*x- rwq Art. Qat. .♦ ice: ; STRUCTURAL DWG'5 z,ry R.O.B. GRAVEL BASE EACH EVERY 5#LSE EVERY (3) 0. s 9 71 f COURSES.. . Y -- ----- I ■ _ 8" GONTI NUOUS GONG. FND: PAMPROOFINC # _.. _ .. _ ___._ _y ENCLx� %-RE TO ' ' r WALL FOR SLAB 5UPPORT TO MIN. 42" DELOV4 �i E t i C.C)RR. , CLOS. : _,____. SUSPENDED LIC fTINCz- REFER PROTECTION BOARD # PViW No 07119 ftw4 No,- aDate TO ELECTRICAL d LI6HTIN6 ---- REFER. TO M.E.P'5 FOR Date ',. r 1 f A STEEL GOLD N NGL.O50 1 (REFER TD #qtr sy cp PLANS FOR TYPES MOUNTING TECHNIQUES DRAINS' FOR PANEL -" - -.. CONCRETE FOUNDATION WALL E LOCATIONS) ' GONTIN. GONG, FOOTINtS (REFER w Li 1.TO STRUCTURAL DkiO PROVIDE DAMPROOFING PROTECTION BOARD TO GONG.` WALLS a BASEMENT PERIME'T'ER ' 5" CONCRETE SLAB REFER TO PLUMBING DRAWINGS FOR BELOW SLAB PIPIN-GOORD. W! ALL TRADES 1/411= 1 1-011 t G i s I � 1 ! EXTEND TO _. t _ _.___ STEEL BEAM EXI5TINC -- " ABOVE (REFER CONSTRUCTION a t TO STRUCTURAL PILASTER \ r PLANS) CONDITION PROVIDE CONTROL .DINT � � � � W8�431 'STEEL COL, (REFER TO 5TRUGTURAL BACKER ROD - t,. �, x ._ --.._ I 1 t i I 1 tAsw Warr Ar+r on reit of aww" Ana a #a. prop«cy the to ER�d S(t r SEALANT i t ��n t MA50NRYt5TEEL �. JOINT (FULL HEI C -7;T) _...,... = -., A -_, X S" X 16" NOM, 56LID G.M.U. oa+tro*w +tit , www 00, t i s ALS , VER . MO3 TA# lOI NTS EVERY OTHER COURSE- ". to ," for tt d ft �y of work. No + j$ 5TEEL COL. AS PER `' ALIGN , _— r PROVIDE MASDNRY CLIPS ew to t+s fof * +otab an�C,*v*x- rwq Art. Qat. .♦ ice: ; STRUCTURAL DWG'5 EACH EVERY 5#LSE EVERY (3) 0. s 9 71 i COURSES.. . tow ENCLx� %-RE TO r UNDERSIDE OF GONG. PLANK t i FLOC3RINC5- INFILL FLAT ES TO COMPLETE. ENCLOSURE # PViW No 07119 ftw4 No,- aDate Date 1 11 ,,, 1 STEEL. ORNE COLUMN 1 1/2 =1-�11 A STEEL GOLD N NGL.O50 t1 ,� '1 ii ... � ` #qtr sy cp �� ,r" FIBERCLA55 R,EINF. ROOF � 5HINGL.E5 OVER 15# BLP'G FELT $ %," CD X. PLYWOOL? 5HEATHING TOP OF OF PLATE P EL + 125'-0" ALUM. GLAAO'CASEMENT WINDOW A5 PER HEDULE CONCRETE PLANK FLOORING r r ALUM. LOWER r TOP OF 5EGOND FLOG - EL + 116-4" I i 1 { "#MARDI PLANK"_- 'SIPING 8" G.M,U. BLOCK WALL, PRE-GA5T GOPING BRICK VENEER L. CONCRETE FOUNDATION A i WALL $ GONTIN. GONG. FOOTING (REFER. TO I 5TRUCTURAL DWG'S)`;z r #} FIR5T FLOOR r jg GR055 SECTION -4— oil, LL - I MENS ROOM PLAN I ELEVATION A ELEVATION B ELEVATION G HENS ROOM. FIRST FLOOR MENS ROOM-. FIRST FLOOR MENS ROOM: FIRST FLOOR 72FIR5T FLOOR MENS ROOM INTERIOR ELEVATION5 :21 fal -1 12-2 1/2" QN (4) ADJ. P. I AM <1W;=1 \Jr—C. 9 a ELEVATION A BATHROOM: FIRST FLOOR ELEVATION A KITCHEN KITGHEN PLAN KITGHEN INTERIOR ELEVATION5 P 01 I'M ff.=i 1-77- LJ1 ELEVATION A NOMEN5 ROOM: FIRST FLOOR ELEVATION 6 ELEVATION G oil k4OMEN5 ROOM: FIRST FLOOR NOMEN5 ROOM: FIRST FLOOR AL ELEVATIQL4 H 3 HOMENS ROOM PLAN 4 FIR5T FLOOR HOMENS ROOM INTERIOR ELEVATION5 ELEVATION 5 BATHROOM ROOM: FIRST FLOOR ELEVATION 0 BATHROOM: FIRST FLOOR ELEVATION B KITCHEN 11 ELEVATION 6 KITCHEN MANUFACTURER 13-2412 FRI— P -A- -A- u BATHROOM., z zz Z11= a ELEVATION A BATHROOM: FIRST FLOOR ELEVATION A KITCHEN KITGHEN PLAN KITGHEN INTERIOR ELEVATION5 P 01 I'M ff.=i 1-77- LJ1 ELEVATION A NOMEN5 ROOM: FIRST FLOOR ELEVATION 6 ELEVATION G oil k4OMEN5 ROOM: FIRST FLOOR NOMEN5 ROOM: FIRST FLOOR AL ELEVATIQL4 H 3 HOMENS ROOM PLAN 4 FIR5T FLOOR HOMENS ROOM INTERIOR ELEVATION5 ELEVATION 5 BATHROOM ROOM: FIRST FLOOR ELEVATION 0 BATHROOM: FIRST FLOOR ELEVATION B KITCHEN 11 ELEVATION 6 KITCHEN MANUFACTURER 13-2412 ELEVATION 0 FRI— 4- BATHROOM., FIRST FLOOR 4, 11-o "4-4 4 I +--+-4-- 4- + 4 1 4 , 4-4- 5/4" x 10 1/4'1OAKS SILL W CHAMFERED TOP ED ES. ELEVATION 0 FRI— BATHROOM., FIRST FLOOR Date Issue #A568 BY A413 P4001) PE510N ASSOC. 5/4" x 10 1/4'1OAKS SILL W CHAMFERED TOP ED ES. 5/4" x 4" PV CHAMFEREr? BOTTOM EP(5e 2X6 KOOD STUD RALL We)" &Yp. f3p. 11 3/4" Proiect, Tme 71 j� t2ET 2LL, FIREHOUS, -E, -T •<; T\ imm i 50, v ILLAG E-, #AE3&& B'r A$B HOOD KCAONAVE UE516N A550G. 0F" 2 x 6 HOOD 5TUP I-IALL RYE BROOK, o Ill x 6 3/4" OAK TRIM Kin� Streeil''t ... . . ... .. --- --- ---301" ELEVATION P OAK SILL Rye Brook KITCHEN #ABb& BY At 5 1,4000 Omwing Title DE-51eN ASSOC. INT -MIM FIEVATION5 PET -G J_AM MILLHORK PETAIL5 A, 51 4 G wo an Ot *Ad 0,0 *0 0 1he -ah4ect bo 'X� *0 an ow"06" livid mopmsWo for U" *#M*y 464 *oft m, REMARKS MOUNT 488 A.F.F. TO BOTTOM OF MIRROR FRI— 015P T6H ROOM FLAN j ELEVATION A DISPATCH ROOM II i E` ------ — ----- -- ---- ELEVATION B 015PATCH ROOM 11 015PATGH ROOM INTERIOR ELEVATION5 DORM A BATHROOM PLAN ELEVATION G 015PATC,H ROOM r ELEVATION A ELEVATION B DORM A BATHROOM: SECOND FLOOR DORM A BATHROOM: 5EGOND FLOOR 5 DORM A BATHROOM INTERIOR ELEVATION5 ELEVATION A ELEVATION B ELEVATION G DORM B BATHROOM: SEGOND FLOOR DORM B BATHROOM: 5EGOND FLOOR DORM B BATHROOM: 5EGOND FLOOR E)ORM E3 BATHROOM PLAN TAO DESCRIPTION MANUFACTURER REMARKS TOILET T155UE P15PEN5 AI=5-2740 ti. Ul: L Ll V`�;:A<; ' ICK OR1=C. J,�*�L Bf4l HOOOM PARTITION # IANDICAP 64ZA13 BARS B -610b 42"(510E), 56%13ACK) MOUNT 34"AFF. TO CENTERLINE OF BAR # ALUM 4 GLASS SHOWER DOOR / ENC L05URE RCHITIE, T E. 50AP D15PEN5ER. 8-8221 ' PAPER TOYIEL D15PEN5ER (PUBLIC) B -43x44 MOUNT 6 P A.F.F. TO TOP OF UNIT 11 5,,5%v8r'►svut l'J GOAT HOOK B b"?C? MOUNT 48" rh.F.r. TO CENTER LINE OF COAT HOOK MOUNT ON IN510E OF DOOR, TYP. _ Volhollo Now 914--747-4Clt}4 HOLD BACK FOR-.u,.__u_�� DOOR 5WIN6 fir, C,LEARANGE LY i • r r AAAA,. ( I 1;ItCl�NlFWIN* # t« it IWNLiEl� -. 11 015PATGH ROOM INTERIOR ELEVATION5 DORM A BATHROOM PLAN ELEVATION G 015PATC,H ROOM r ELEVATION A ELEVATION B DORM A BATHROOM: SECOND FLOOR DORM A BATHROOM: 5EGOND FLOOR 5 DORM A BATHROOM INTERIOR ELEVATION5 ELEVATION A ELEVATION B ELEVATION G DORM B BATHROOM: SEGOND FLOOR DORM B BATHROOM: 5EGOND FLOOR DORM B BATHROOM: 5EGOND FLOOR E)ORM E3 BATHROOM PLAN TAO DESCRIPTION MANUFACTURER REMARKS TOILET T155UE P15PEN5 AI=5-2740 MOUNT 2D 118" A.F,F. TO TOP OF UNIT ICK OR1=C. J,�*�L Bf4l HOOOM PARTITION # IANDICAP 64ZA13 BARS B -610b 42"(510E), 56%13ACK) MOUNT 34"AFF. TO CENTERLINE OF BAR # ALUM 4 GLASS SHOWER DOOR / ENC L05URE 50AP D15PEN5ER. 8-8221 ' PAPER TOYIEL D15PEN5ER (PUBLIC) B -43x44 MOUNT 6 P A.F.F. TO TOP OF UNIT l'J GOAT HOOK B b"?C? MOUNT 48" rh.F.r. TO CENTER LINE OF COAT HOOK MOUNT ON IN510E OF DOOR, TYP. _ c --1/4" LAM. SAFETY tLAS5. f L44- +',- 4 a � iA ELEVATION G DORM A BATHROOI EX UN CI 5H (1) 211 BE ELEVATIONar PORIM 13 BATHROOM.. ! (B STAINL1=55 5TEEL MIRROR .�� ♦�{f Y �,.. d, ,�t• ,�,_ - �yr, •. °:Ilii_....._.._...._....__..�..__a�.,m_.......:,�.�..�.:.�.__...._.m�._ � H FANS � H UST ,,. �l o o H ELEMENTS, SPRINKLER HEAL , ET6., SHALL E3E GE ITEREP, ELEMENTS, • _ s U MULTIPLE FIXTURES SHALL HAVE EG2UAL SPAGINC EA. WAY. E i i. F F OVERHEAD EXHAUST i t✓ T E:' , . '` V ( I ^^ ^^ 5� 5 i EM RAILrJ f �} i DRAHING6 FOR SCHEDULE OF FIXTURE -5 AWN IN THESE , OVERHEAD TRUGK i ' 11 I t nEl 11 El �1111G X_ i r_ M E EXHAU5T DUCTWORK f FIREHO�' O, OOi i U. . OOR 141-_747 4OG4 tt t _ � ► II i ----------- ------ ._._.._ _71 K[ n Street_,' F J ... _.._ . .._. i1 E7 J I J o 0 0 0 --------- o ____ y� UP 1 1N C L. PAN L Thoft ;i1ClM iNi an 0VR HOT WATER HOT WATER U. 14C O a UNIT HE,TER 0 0 �1 UNIT HEAT 2 0 G 1-044 _-_ - ---__________ .�� ♦�{f Y �,.. d, ,�t• ,�,_ - �yr, •. °:Ilii_....._.._...._....__..�..__a�.,m_.......:,�.�..�.:.�.__...._.m�._ � Q q M Fol 04 o D G.H. IU` -C Box L El 4 1001 INNNON e ■ *NOUN1 __ a _ _ ------------- ----- ELEMENTS, SPRINKLER HEAL , ET6., SHALL E3E GE ITEREP, ELEMENTS, • _ s U MULTIPLE FIXTURES SHALL HAVE EG2UAL SPAGINC EA. WAY. E i i. F F IED t~ t✓ T E:' , . '` ROUGH OPENIN65. H 2. REFER TO MEGHANIGAL, ELEGTRt0AL, SPRII`AKL,.IrR ETC: 11$ Steams Avenue; Vc1I al ew DRAHING6 FOR SCHEDULE OF FIXTURE -5 AWN IN THESE Project rifle 11 I t nEl 11 El �1111G � ISE r_ M � FIREHO�' 141-_747 4OG4 tt t _ � ► II G.H. II' -o" E, G G f K[ n Street_,' F dye took.,- N1 NVO(mg Title y� 1 F I R T FLOOR REFLECTED 1 1N C L. PAN L Q q M Fol 04 o D G.H. IU` -C Box L El 4 1001 INNNON e ■ *NOUN1 2 I SECOND FLOOR REFLECTED GEILINC� PLAN � -- - f GENERAL NOTES: I. WHERE NOT SPEGIF GALLY PiMEW51ONEP, FIXTURES, # VA(!A __ a _ _ ------------- ----- ELEMENTS, SPRINKLER HEAL , ET6., SHALL E3E GE ITEREP, ELEMENTS, _ s U MULTIPLE FIXTURES SHALL HAVE EG2UAL SPAGINC EA. WAY. E i i. 5Y5TEMS, CONSULT ARCHITECT £3EFPRE PRC3MEDING WITH t✓ T E:' , . '` ROUGH OPENIN65. 2. REFER TO MEGHANIGAL, ELEGTRt0AL, SPRII`AKL,.IrR ETC: 11$ Steams Avenue; Vc1I al ew DRAHING6 FOR SCHEDULE OF FIXTURE -5 AWN IN THESE Project rifle REFLECTED GEILINF, PLANS FIREHO�' 141-_747 4OG4 t _ RYE BROOD. f K[ n Street_,' F dye took.,- N1 NVO(mg Title y� Thoft ;i1ClM iNi an C2 vis. _. G 1-044 A� Mme. . i?M madt 115 b~ ofA`y ' V# g i ew y ra� . J TF fF' teals, tow -00 14 E3' _ W` .:ftoJoct� �M 4 - , M PFI aJ 0 E 111. CONSULTINa.lNOINI RS • i H W1110532 j4� HOT WATER ww UNIT HEATER13, • +M +M El F f +M i _. ....__ _ UN ER LOFT PLATFORM i a , i f f; M A Y j ( f Date Imm 2 I SECOND FLOOR REFLECTED GEILINC� PLAN � -- - f GENERAL NOTES: I. WHERE NOT SPEGIF GALLY PiMEW51ONEP, FIXTURES, # VA(!A __ a _ _ ------------- ----- ELEMENTS, SPRINKLER HEAL , ET6., SHALL E3E GE ITEREP, ELEMENTS, MULTIPLE FIXTURES SHALL HAVE EG2UAL SPAGINC EA. WAY. WHEN GONFLIGT5 OCCUR W/ STRUCTURE, OR MEGHANIGAL 5Y5TEMS, CONSULT ARCHITECT £3EFPRE PRC3MEDING WITH ROUGH OPENIN65. 2. REFER TO MEGHANIGAL, ELEGTRt0AL, SPRII`AKL,.IrR ETC: DRAHING6 FOR SCHEDULE OF FIXTURE -5 AWN IN THESE Project rifle REFLECTED GEILINF, PLANS FIREHO�' VILLAGE,' F RYE BROOD. K[ n Street_,' dye took.,- N1 NVO(mg Title REFLECT0,E]UNc7 PN Thoft ;i1ClM iNi an C2 vis. _. A� Mme. . i?M madt 115 b~ ofA`y ' V# g i ew y ra� . J TF :VIEW X04 ` teals, tow -00 E3' _ W` .:ftoJoct� Na. ` t9m : NY !�?.. FIBER&LA55 REINF. ROOF 5HINOLE5 OVER 15 LBS, BLDG. FELT 4 5/8" WXPLYHOOD 5HEATHIN&- PROVIDE ICE 4 HATER MEMBRANE AT ALL EAVES 4 VALLEYS R30 BATT INSULATION COPPER DRIP EDGE gL T.Q. PLA, �2 V", vv m.o�o. PL'.-YHOOD SOFFIT I W 2 112" X 315- BATTENS 0 4'-0" O.p. COVERING ALL SEAMS 4 CONTIN. DRIP EDGE 1/24 G.D.X. EXTERIOR GRA PE PLYWOOD I- AIRSPACE ADW, STABLE BRIGK TIP AT 5TUD 16' 0.0. HORIZ, t VEST. AtN T,O. PEGI 72 (2)2X6 PLATE 5/5" (51rp. 13D. ------ '(2) 2XIO HEADEI TO ELEVATIONS FOR I GA51NC-75 )M HINPOH AS PER 5/4 X (5 CASEMENT HltsVOH AS PER REFER TO ELEVATION5 FOR 1,41NOOH GA51W=6 ' R44 FOIL FACED BATT IN5UL. FULL PERIMETER OF 'NEW CONSTRUCTION TYP. 2X6 EXTERIOR KALL,`FRAMIN6' V.6j. BASE 5' GONG. PLANK H/�' CONC. TREFE�;O 5 ==AL 0 5 tA ICE I HATER SHIELD TO WRAP AROUND 4 UNDER 2XI0-FAS&IA TRIM, FTG. TO BE APPLIED OVER ICE t 1) GONT. 2" SOFFIT VENT 1/2" M.D.O. PLYWOOD SOFFIT H/ 2 1/2" X 3/5" BATTENS a 4'-0" O.G. COVERING ALL SEAMS PROVIDE 5/4" 50. RETURN MOLDIN& UNPH;DE SLOPE SOFFITS) Ea TYP. EAVE/RAKE PET. FIBEROLA55 REINF. ROOF 5HIN&LE5 OVER 15 LBS. BLDG. FELT it 5/5" GPX PLYWOOD SHEATHING- PROVIDE ICE 4 HATER MEMBRANE AT ALL EAVES 4 VALLEYS R30 BATT INSULATION COPPER DRIP EDGE T.Q. PLATE REF EL + 116' _3" 74 ZAV r:^Y,'M PROVIDE BLOCKING AS WRAP BOTTOM EDGE OF _MlL REQUIRED SHEATHING 4 TAPE AII;25PACE e, MIL IPOLYETHEIINE V*POR BACKER ROD 4 CAULKBARRIER BENEATH ALL SL,E15 ADJUSTABLE BRI 1/2" COX PLYWOOD LIE AT!5TW 0 Ib` (T/,yp) CONTIN. METAL FLA5HINC7 - Si5HEATHINC7 O,0. HORIZ. 4 Vr-F*,T. 7 PRE -CAST COPING 7 V.C.T. BASE Z X FLASHING --FILL SOLID CONC. SLAB (IREFER, TO j W. MORTAR BELO�4 Projw rye STRUCTURAL PHO ICK, COURSE AL T.O. E3R 120 PIC-,EI:5 0 4W i 0.0 REF EL + 10 -l' -(g" n DRIP EDGE GOMPf;Z_ FILLER FIREHOUSE, 777_77 T.�Q, 4LAB FIRST FLOOR DAMPROOFIN& ENTIRE REF EL + 100'-0' f2' C SURFACE OF CMU HALL (TrP a TERAPE IOR HALL5) EX A FLASHING -FILL 5OL112 4'i 4 ---------_5i? ----------- -------- PROVIDE MA5, TIES @ MIN. 24" O.C. HORIZ. 6 ALT. COURSES VERT. b" C.M.U. HALL -PROVIDE HEEP5 0 45" O.G. 4 12' FLASHING -FILL 50LID �f u -TWI WWI 0, OT) GRADE ol U VV MORTAR BELOW HEEP5 0 48" O.r - - ----- 4i REF MAINTAIN MA50NRY CyD GoRAPE 9E MIN 5" BELOW LEDC c -RAPE L64ED&E MIN BELOH, 4 CRUSHED STONE ADJACENT TO MA50NRr' TO MASONRY 2' RI&Ir? IN5UL. THERMAL POURED IN CONC, GONG. ,PLACE FOUNDATION HALL (REFER TO 12" POURED IN PLACE CONC. 5TRUk,'TURAL DW`S1 STRUCTURAL DRANIN65) r?AMfz`ROOFIN(5 - - - ------- 6 MIL POL'rETHELENE VAPOR BARRIER BENEATH ALL NEW SLABS (TYP) I" THICK PROTECTION FOUNDATION ANDFOOTINC7 BOARD COMPR. FILLER DAMPROOFINe GONG. SLAB (REFER TO STRUCTURAL DWG `5 FOR RE I NFOf;U-- I N CS, d-\ T.0. SLAB f3A5EMENT fZE I FLEL - F -60 TIN(5 DRAIN 00 COW,. HASH <7 � k7- -7 -----7- 7 7C C7' 75' CONT. KEYWAY ON. ei COW.,. FOOTIN65, (REFER TO NOTE: REFERINGE ELEVATION 5TRL)CTURAL PH65 FOR FOUNDATION AND FOOTING 100'-O"=ACTUAL DE516+0 ELEVATION 6-1'-0" Fil HALL. 5ECTION 5GALE 111= 1 -oil ICE I HATER SHIELD TO WRAP AROUND 4 UNDER 2XI0-FAS&IA TRIM, FTG. TO BE APPLIED OVER ICE t 1) GONT. 2" SOFFIT VENT 1/2" M.D.O. PLYWOOD SOFFIT H/ 2 1/2" X 3/5" BATTENS a 4'-0" O.G. COVERING ALL SEAMS PROVIDE 5/4" 50. RETURN MOLDIN& UNPH;DE SLOPE SOFFITS) Ea TYP. EAVE/RAKE PET. FIBEROLA55 REINF. ROOF 5HIN&LE5 OVER 15 LBS. BLDG. FELT it 5/5" GPX PLYWOOD SHEATHING- PROVIDE ICE 4 HATER MEMBRANE AT ALL EAVES 4 VALLEYS R30 BATT INSULATION COPPER DRIP EDGE T.Q. PLATE REF EL + 116' _3" 74 ZAV r:^Y,'M PROVIDE BLOCKING AS WRAP BOTTOM EDGE OF _MlL REQUIRED SHEATHING 4 TAPE AII;25PACE e, MIL IPOLYETHEIINE V*POR BACKER ROD 4 CAULKBARRIER BENEATH ALL SL,E15 ADJUSTABLE BRI 1/2" COX PLYWOOD LIE AT!5TW 0 Ib` (T/,yp) CONTIN. METAL FLA5HINC7 - Si5HEATHINC7 O,0. HORIZ. 4 Vr-F*,T. 7 PRE -CAST COPING 7 V.C.T. BASE Z X FLASHING --FILL SOLID CONC. SLAB (IREFER, TO j W. MORTAR BELO�4 Projw rye STRUCTURAL PHO ICK, COURSE AL T.O. E3R 120 PIC-,EI:5 0 4W i 0.0 REF EL + 10 -l' -(g" n DRIP EDGE GOMPf;Z_ FILLER FIREHOUSE, 777_77 T.�Q, 4LAB FIRST FLOOR DAMPROOFIN& ENTIRE REF EL + 100'-0' f2' C SURFACE OF CMU HALL (TrP a TERAPE IOR HALL5) EX A I" AIRSPACE PROVIDE MA5, TIES @ MIN. 24" O.C. HORIZ. 6 ALT. COURSES VERT. b" C.M.U. HALL -PROVIDE LADDER TYPE HORIZ. REINF, ALT. COUR5E5 FLASHING -FILL 50LID VV MORTAR BELOW HEEP5 0 48" O.r - - ----- AN T.O. SLAB APPARATUS E3Ar 12" REF EL - c1cV-6" GoRAPE MAINTAIN MA50NR"r L64ED&E MIN BELOH, ;ZADE cRuewo STONE ADJACENT TO MA50NRr' 2' RI&Ir? IN5UL. THERMAL BREAK - MECH. FASTENED TO GONG. 12" POURED IN PLACE CONC. FOUNDATION HALL (REFER TO STRUCTURAL DRANIN65) r?AMfz`ROOFIN(5 - - - ------- CONT. KEYWAY CONC. FOOTING (REFER TO STRUCTURAL. l?k*9'5 FOR FOUNDATION ANDFOOTINC7 A— HALL 5EGTION NOTE= 5HADED AREAR TO BE GON5TRU4;TE7 A5 A ''BAY" 4 IN5ERTED INTO WALL GONSTRUGTION A5 SHOWN-THRU BOLTED-$ GLUED (ALL 51PE5) TO WALL OON5TRUCTION-REFER TO 5TRUGTURAL DRAWINGS FOR ADDITIONAL IN5TRiiGTION5.. 3/4" G.D.X. PLYWOOD "OUTSET"_® (2J 51DEHALL5 OF BAY 3/&" THRU SALT 1/2" G.D.X. PLYWC SHEATHINC- •+,8 f { �t (J f r 515" OYP. BP. R -1Q FOIL. FAGEP BATT INS)L. FULL PERIMETER OF NEW CONSTRUCTION TYP. 2X6 EXTERIOR HALL FRAMIN& V.G.T. BA5E .._:.__. ___._ _..,.____._..__._ n � C <r X-1 R.iQ BATT INSULATION 5/51, CYE'. BD. 1/.2" QUARTER ROUND 1X6 1/4" TRIM #A568 BY A$13 HOOP DESIGN A5500. JGALE 111=11-011 11=11`011 FIBEP&LA55 REINF. ROOF W 5HIW5LE5 OVER 15 LBS. BLDG. FELT 4 5/8" COX PLYWOOD 5! EATHINC-a- PROVIDE ICE t HATER MEMBRANE AT ALL EAVE5 4 VALLEYS R30 BATT INSULATION AL T.O. PLATE - REF EL + 110'-0" -- 1 4 1 COPPER PRIP EP&E 112'" M.D.O. PLYWOOD SOFFIT H/ 2 112" X 318" BATTEN5 4'-0" O.C. COVERIN& ALL SEAMS __.. CONT". METAL FLA5HiNC�a PRE -CAST HINDOW HEAP 5TEEL. SHELF AN&LE CASEMENT WINPOW A5 PER 56HEOULE PRE-<,'A5T COPI NC -r GRIP EPC�E 112" C.P.X. EXTERIOR GRADE PLYWOOD I" AIRSPACE AD. ASTABLE BRICK j TIE 0 5TUP - --_- - FLA 1NO--FILL 5OL112 WI MORTAR BELOP4 } ft, HEEDS � 48" O.G, r ' _. T.O. SLAB FIRST FLOOR - - - - REEL + 100`-0" FIBER&LA55 REINF. ROOF 5WN&LE5 OVER 15 LBS. BLDG. FELT d 518" COX PLYHOOP 5HEATHIN&- PROVIDE ICE 4 WATER MEMBRANE AT ALL EAVES 4 VALLI Y5 514"X4 TRIM I LIf! > R30 BATT IN5ULATION 2X12 ROOF RAFTER i 112" M.D.O. PLYWOOP 5OFFIT Wl 2 112" X 3/8" BATTENS 0 !' s4'-0" O.G. COVERINe ALL { f t tF i 5EAM5 INSECT 5GREEN 2xg8 GEIILLINO J01575 OEV. FIT 21I 10" GONG. PLANK W/2" CONG. TOPPING -REFER TO STRUCTURAL 01^165 BLOGKINO A5 REQUIRED — 2X6 WOOD CLAPBOARD \ OVER INFILTRATION BARRIER MEMBRANE 4 1/2" G.P.X. PLYWOOD 5HEATHIN(5 R -I9 FOIL FACED BATT INSUL. FULL PERIMETER OF NEW CONSTRUCTION TYP. _ _.. 2X6 EXTERIOR HOOP 5TUP WALL _. REFER TO ELEVATION5 FOR HINPOW CASINGS TRANSOM WINPOW A5 PER SCHEDULE CASEMENT I INDOH AS PER SCHEPULE REFER TO ELEVATION5 FOR WINDOW GA51NG5 v�3 — 2X6 EXTERIOR WOOD STUD WALL R.Ici BATT INSULATION 112" COX PLYWOOD / "HARPIPLANK" 51DIN& OVER INFILTRATION BARRIER - 6IA8.2 (r<1 HRAP BOTTOM EDGE OF r 5HEATHIN 7 4 TAPE 2X6 HOOD FRAMIN(9 J I BACKER ROD 4 CAULK 2 112" x 3/&" BATTEN AT ALL SEAMS / T.O. 5LAB FIT FLOOR A REF + 16" 4" ,,'�,(/EL I 112" M.D.O. PLYHOOD BACKER ROD 4 CAULK PROVIDE BLOGKINO B'TWN PRE -CAST PLANK DOWN TO O.H. DOOR OPN&. 514 X 4 CA51NO 5/4 X 10 HEAD TRIM 5!4 y_ JAMB 8 HEAP CA51N& 6 MIL POLYITHI LENS VAPOR BARRIER BENEATH ALL NEW t 71 SLABS (TYP) momr'" CONC. SLAB (REFER TO 6 MIL POLYETHELENE VAPOR _ 5TRIGTURAL PWv S FOR �. BARRIER BENEATH ALL NEW REINFORCIN& 5LA135 (TYP) ;� - - MAINTAIN MASONRY v - _ LEP&E MIN 8" BELOW, 6" DIA. PIPE BOLLARP-FILLED SOLID HIGONCRETE TO 42" BELOW &RAPE WIROUNDEP GONG: GAP FINISH APRON GONG. SLAB (REFER TC7 &RADE ! i `�' F EL + 100'-0" STRUCTURAL PW&'S FOR `_1 l _. E RI=INFORCIN6 r _ __ - .___ 2" RJOID INSUL. THERMAL ` `" t ! - 2" RI&ID INSUL. THERMAL BREAK - MECH. FA5TENEP TO, ECH. ASTENED TO J I x 1 ! CONC. GOMPR. FILLER _-- t ! I 19" POURED IN PLACE CONC. IN PLACE CONEY r Y f f 12 POURED I , FOUNDATION WALL NOTED REFERENCE n y FOUNDATION WALL ELEVATION 1 I . 1OO'-O"=ACTUAL ELEVATION PAMPROOFINC �._ DONT. KEYWAY I t GONG. FOOTIN& (REFER TO t I DAMPi20C3FINt� G c 5TRUGTURAI- DW6'5 FOR I. 1 - FOUNDATION AND FOOTING NOTE. REFERENCE_ _....._.. ` r GrE51C?)------ _.._ CUNT. KI~l'WAY ELEVATION - - - _ _ - GONG. FOOTING (REFER TO 5TRUCTURAL C7P,69`5 FOR FOUNDATION AND FOOTIN& PEST&N) 5GAL E 141= 1 1 -/'fit r 515" OYP. BP. R -1Q FOIL. FAGEP BATT INS)L. FULL PERIMETER OF NEW CONSTRUCTION TYP. 2X6 EXTERIOR HALL FRAMIN& V.G.T. BA5E .._:.__. ___._ _..,.____._..__._ n � C <r X-1 R.iQ BATT INSULATION 5/51, CYE'. BD. 1/.2" QUARTER ROUND 1X6 1/4" TRIM #A568 BY A$13 HOOP DESIGN A5500. JGALE 111=11-011 11=11`011 FIBEP&LA55 REINF. ROOF W 5HIW5LE5 OVER 15 LBS. BLDG. FELT 4 5/8" COX PLYWOOD 5! EATHINC-a- PROVIDE ICE t HATER MEMBRANE AT ALL EAVE5 4 VALLEYS R30 BATT INSULATION AL T.O. PLATE - REF EL + 110'-0" -- 1 4 1 COPPER PRIP EP&E 112'" M.D.O. PLYWOOD SOFFIT H/ 2 112" X 318" BATTEN5 4'-0" O.C. COVERIN& ALL SEAMS __.. CONT". METAL FLA5HiNC�a PRE -CAST HINDOW HEAP 5TEEL. SHELF AN&LE CASEMENT WINPOW A5 PER 56HEOULE PRE-<,'A5T COPI NC -r GRIP EPC�E 112" C.P.X. EXTERIOR GRADE PLYWOOD I" AIRSPACE AD. ASTABLE BRICK j TIE 0 5TUP - --_- - FLA 1NO--FILL 5OL112 WI MORTAR BELOP4 } ft, HEEDS � 48" O.G, r ' _. T.O. SLAB FIRST FLOOR - - - - REEL + 100`-0" FIBER&LA55 REINF. ROOF 5WN&LE5 OVER 15 LBS. BLDG. FELT d 518" COX PLYHOOP 5HEATHIN&- PROVIDE ICE 4 WATER MEMBRANE AT ALL EAVES 4 VALLI Y5 514"X4 TRIM I LIf! > R30 BATT IN5ULATION 2X12 ROOF RAFTER i 112" M.D.O. PLYWOOP 5OFFIT Wl 2 112" X 3/8" BATTENS 0 !' s4'-0" O.G. COVERINe ALL { f t tF i 5EAM5 INSECT 5GREEN 2xg8 GEIILLINO J01575 OEV. FIT 21I 10" GONG. PLANK W/2" CONG. TOPPING -REFER TO STRUCTURAL 01^165 BLOGKINO A5 REQUIRED — 2X6 WOOD CLAPBOARD \ OVER INFILTRATION BARRIER MEMBRANE 4 1/2" G.P.X. PLYWOOD 5HEATHIN(5 R -I9 FOIL FACED BATT INSUL. FULL PERIMETER OF NEW CONSTRUCTION TYP. _ _.. 2X6 EXTERIOR HOOP 5TUP WALL _. REFER TO ELEVATION5 FOR HINPOW CASINGS TRANSOM WINPOW A5 PER SCHEDULE CASEMENT I INDOH AS PER SCHEPULE REFER TO ELEVATION5 FOR WINDOW GA51NG5 v�3 — 2X6 EXTERIOR WOOD STUD WALL R.Ici BATT INSULATION 112" COX PLYWOOD / "HARPIPLANK" 51DIN& OVER INFILTRATION BARRIER - 6IA8.2 (r<1 HRAP BOTTOM EDGE OF r 5HEATHIN 7 4 TAPE 2X6 HOOD FRAMIN(9 J I BACKER ROD 4 CAULK 2 112" x 3/&" BATTEN AT ALL SEAMS / T.O. 5LAB FIT FLOOR A REF + 16" 4" ,,'�,(/EL I 112" M.D.O. PLYHOOD BACKER ROD 4 CAULK PROVIDE BLOGKINO B'TWN PRE -CAST PLANK DOWN TO O.H. DOOR OPN&. 514 X 4 CA51NO 5/4 X 10 HEAD TRIM 5!4 y_ JAMB 8 HEAP CA51N& 6 MIL POLYITHI LENS VAPOR BARRIER BENEATH ALL NEW t 71 SLABS (TYP) momr'" CONC. SLAB (REFER TO 6 MIL POLYETHELENE VAPOR _ 5TRIGTURAL PWv S FOR �. BARRIER BENEATH ALL NEW REINFORCIN& 5LA135 (TYP) ;� - - MAINTAIN MASONRY v - _ LEP&E MIN 8" BELOW, 6" DIA. PIPE BOLLARP-FILLED SOLID HIGONCRETE TO 42" BELOW &RAPE WIROUNDEP GONG: GAP FINISH APRON GONG. SLAB (REFER TC7 &RADE ! i `�' F EL + 100'-0" STRUCTURAL PW&'S FOR `_1 l _. E RI=INFORCIN6 r _ __ - .___ 2" RJOID INSUL. THERMAL ` `" t ! - 2" RI&ID INSUL. THERMAL BREAK - MECH. FA5TENEP TO, ECH. ASTENED TO J I x 1 ! CONC. GOMPR. FILLER _-- t ! I 19" POURED IN PLACE CONC. IN PLACE CONEY r Y f f 12 POURED I , FOUNDATION WALL NOTED REFERENCE n y FOUNDATION WALL ELEVATION 1 I . 1OO'-O"=ACTUAL ELEVATION PAMPROOFINC �._ DONT. KEYWAY I t GONG. FOOTIN& (REFER TO t I DAMPi20C3FINt� G c 5TRUGTURAI- DW6'5 FOR I. 1 - FOUNDATION AND FOOTING NOTE. REFERENCE_ _....._.. ` r GrE51C?)------ _.._ CUNT. KI~l'WAY ELEVATION - - - _ _ - GONG. FOOTING (REFER TO 5TRUCTURAL C7P,69`5 FOR FOUNDATION AND FOOTIN& PEST&N) 5GAL E 141= 1 1 -/'fit AL T.O. PLATE - REF EL + 110'-0" -- 1 4 1 COPPER PRIP EP&E 112'" M.D.O. PLYWOOD SOFFIT H/ 2 112" X 318" BATTEN5 4'-0" O.C. COVERIN& ALL SEAMS __.. CONT". METAL FLA5HiNC�a PRE -CAST HINDOW HEAP 5TEEL. SHELF AN&LE CASEMENT WINPOW A5 PER 56HEOULE PRE-<,'A5T COPI NC -r GRIP EPC�E 112" C.P.X. EXTERIOR GRADE PLYWOOD I" AIRSPACE AD. ASTABLE BRICK j TIE 0 5TUP - --_- - FLA 1NO--FILL 5OL112 WI MORTAR BELOP4 } ft, HEEDS � 48" O.G, r ' _. T.O. SLAB FIRST FLOOR - - - - REEL + 100`-0" FIBER&LA55 REINF. ROOF 5WN&LE5 OVER 15 LBS. BLDG. FELT d 518" COX PLYHOOP 5HEATHIN&- PROVIDE ICE 4 WATER MEMBRANE AT ALL EAVES 4 VALLI Y5 514"X4 TRIM I LIf! > R30 BATT IN5ULATION 2X12 ROOF RAFTER i 112" M.D.O. PLYWOOP 5OFFIT Wl 2 112" X 3/8" BATTENS 0 !' s4'-0" O.G. COVERINe ALL { f t tF i 5EAM5 INSECT 5GREEN 2xg8 GEIILLINO J01575 OEV. FIT 21I 10" GONG. PLANK W/2" CONG. TOPPING -REFER TO STRUCTURAL 01^165 BLOGKINO A5 REQUIRED — 2X6 WOOD CLAPBOARD \ OVER INFILTRATION BARRIER MEMBRANE 4 1/2" G.P.X. PLYWOOD 5HEATHIN(5 R -I9 FOIL FACED BATT INSUL. FULL PERIMETER OF NEW CONSTRUCTION TYP. _ _.. 2X6 EXTERIOR HOOP 5TUP WALL _. REFER TO ELEVATION5 FOR HINPOW CASINGS TRANSOM WINPOW A5 PER SCHEDULE CASEMENT I INDOH AS PER SCHEPULE REFER TO ELEVATION5 FOR WINDOW GA51NG5 v�3 — 2X6 EXTERIOR WOOD STUD WALL R.Ici BATT INSULATION 112" COX PLYWOOD / "HARPIPLANK" 51DIN& OVER INFILTRATION BARRIER - 6IA8.2 (r<1 HRAP BOTTOM EDGE OF r 5HEATHIN 7 4 TAPE 2X6 HOOD FRAMIN(9 J I BACKER ROD 4 CAULK 2 112" x 3/&" BATTEN AT ALL SEAMS / T.O. 5LAB FIT FLOOR A REF + 16" 4" ,,'�,(/EL I 112" M.D.O. PLYHOOD BACKER ROD 4 CAULK PROVIDE BLOGKINO B'TWN PRE -CAST PLANK DOWN TO O.H. DOOR OPN&. 514 X 4 CA51NO 5/4 X 10 HEAD TRIM 5!4 y_ JAMB 8 HEAP CA51N& 6 MIL POLYITHI LENS VAPOR BARRIER BENEATH ALL NEW t 71 SLABS (TYP) momr'" CONC. SLAB (REFER TO 6 MIL POLYETHELENE VAPOR _ 5TRIGTURAL PWv S FOR �. BARRIER BENEATH ALL NEW REINFORCIN& 5LA135 (TYP) ;� - - MAINTAIN MASONRY v - _ LEP&E MIN 8" BELOW, 6" DIA. PIPE BOLLARP-FILLED SOLID HIGONCRETE TO 42" BELOW &RAPE WIROUNDEP GONG: GAP FINISH APRON GONG. SLAB (REFER TC7 &RADE ! i `�' F EL + 100'-0" STRUCTURAL PW&'S FOR `_1 l _. E RI=INFORCIN6 r _ __ - .___ 2" RJOID INSUL. THERMAL ` `" t ! - 2" RI&ID INSUL. THERMAL BREAK - MECH. FA5TENEP TO, ECH. ASTENED TO J I x 1 ! CONC. GOMPR. FILLER _-- t ! I 19" POURED IN PLACE CONC. IN PLACE CONEY r Y f f 12 POURED I , FOUNDATION WALL NOTED REFERENCE n y FOUNDATION WALL ELEVATION 1 I . 1OO'-O"=ACTUAL ELEVATION PAMPROOFINC �._ DONT. KEYWAY I t GONG. FOOTIN& (REFER TO t I DAMPi20C3FINt� G c 5TRUGTURAI- DW6'5 FOR I. 1 - FOUNDATION AND FOOTING NOTE. REFERENCE_ _....._.. ` r GrE51C?)------ _.._ CUNT. KI~l'WAY ELEVATION - - - _ _ - GONG. FOOTING (REFER TO 5TRUCTURAL C7P,69`5 FOR FOUNDATION AND FOOTIN& PEST&N) 5GAL E 141= 1 1 -/'fit 6 MIL POLYITHI LENS VAPOR BARRIER BENEATH ALL NEW t 71 SLABS (TYP) momr'" CONC. SLAB (REFER TO 6 MIL POLYETHELENE VAPOR _ 5TRIGTURAL PWv S FOR �. BARRIER BENEATH ALL NEW REINFORCIN& 5LA135 (TYP) ;� - - MAINTAIN MASONRY v - _ LEP&E MIN 8" BELOW, 6" DIA. PIPE BOLLARP-FILLED SOLID HIGONCRETE TO 42" BELOW &RAPE WIROUNDEP GONG: GAP FINISH APRON GONG. SLAB (REFER TC7 &RADE ! i `�' F EL + 100'-0" STRUCTURAL PW&'S FOR `_1 l _. E RI=INFORCIN6 r _ __ - .___ 2" RJOID INSUL. THERMAL ` `" t ! - 2" RI&ID INSUL. THERMAL BREAK - MECH. FA5TENEP TO, ECH. ASTENED TO J I x 1 ! CONC. GOMPR. FILLER _-- t ! I 19" POURED IN PLACE CONC. IN PLACE CONEY r Y f f 12 POURED I , FOUNDATION WALL NOTED REFERENCE n y FOUNDATION WALL ELEVATION 1 I . 1OO'-O"=ACTUAL ELEVATION PAMPROOFINC �._ DONT. KEYWAY I t GONG. FOOTIN& (REFER TO t I DAMPi20C3FINt� G c 5TRUGTURAI- DW6'5 FOR I. 1 - FOUNDATION AND FOOTING NOTE. REFERENCE_ _....._.. ` r GrE51C?)------ _.._ CUNT. KI~l'WAY ELEVATION - - - _ _ - GONG. FOOTING (REFER TO 5TRUCTURAL C7P,69`5 FOR FOUNDATION AND FOOTIN& PEST&N) 5GAL E 141= 1 1 -/'fit 6" DIA. PIPE BOLLARP-FILLED SOLID HIGONCRETE TO 42" BELOW &RAPE WIROUNDEP GONG: GAP FINISH APRON GONG. SLAB (REFER TC7 &RADE ! i `�' F EL + 100'-0" STRUCTURAL PW&'S FOR `_1 l _. E RI=INFORCIN6 r _ __ - .___ 2" RJOID INSUL. THERMAL ` `" t ! - 2" RI&ID INSUL. THERMAL BREAK - MECH. FA5TENEP TO, ECH. ASTENED TO J I x 1 ! CONC. GOMPR. FILLER _-- t ! I 19" POURED IN PLACE CONC. IN PLACE CONEY r Y f f 12 POURED I , FOUNDATION WALL NOTED REFERENCE n y FOUNDATION WALL ELEVATION 1 I . 1OO'-O"=ACTUAL ELEVATION PAMPROOFINC �._ DONT. KEYWAY I t GONG. FOOTIN& (REFER TO t I DAMPi20C3FINt� G c 5TRUGTURAI- DW6'5 FOR I. 1 - FOUNDATION AND FOOTING NOTE. REFERENCE_ _....._.. ` r GrE51C?)------ _.._ CUNT. KI~l'WAY ELEVATION - - - _ _ - GONG. 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' _ - __. .,.- CANTED 2X415 a* 2X6 HOOD 5TUt2 _ 6 ENTRANCE VFY 11hj 11211=:11-0111 !" } 6Wma _. KI C5 POST TRU5�a , _ ftGTION y _ _ ...,..--"�� i it _ 2 O O.G. 5 & EYP. r Bid. _- t _ ., _ , I , , { ! a 1 ; 3 f ( x ~, i ; BAGK:ER ROIL tE 5EAL ANT -- < )t ( � GEILIN& CONT. F ,45l-lINF� •4 , T2X � f CORNER ter,, { :. , < .� O. LYw00n 1r2N.M.D.O. ” 11 t` W 2 r2. /.If,� 1 ,. LY 2 4 : ; BATTENS a 4'-0" O.G. A It t; COVERING ALL PROVIDE F{NISHEP 1 2,. 2 , �,. RIP ! 2X4 � � i __ 112 GPX _.. _-., ._- i r t, t I r { , i t , , 1 ! ! , £. i.IVLJT ' � SEAMS. tJi/£'lt'7C7 .. NOTCH TO LET IN { _e :.#. � CiNitlt3'1144 L S PYT�j _. GANTED INTER5EGTION k 4 HARD [PLANK _._ 510INC I , { [, , 1 _LVLGASiNCG - 11 µ (2}1 3r4 X Ll Ir4 ON � �X3X ir4 COL. BACKER ROI: t _ - , � - - :. ,^ _-•..� � I ;. ,, NNW 'tFl`kU 1� AUAS 4 AP. CORNER _ .. _ t fi � � � STUD FLA H1NG i?RIP _. s r -� i € ; , , 1 1 , ;,: { ! ; ! , : ; _.�,_ _ BLOCKING SEALANT , , , � 10532 �i4�14.T•t7.�KiQ �1�.�►�u►.� _. BEVELED GORF 5/4X4 WD TRIM ; , ,-_ t DOOR N 1^�! O- I 5IN {I I121MPO BATTEN 5X4Xit (RIP A5 ,-.: • ,/ -P _GA ., i MOISTUREr32RAFT BARRIER SEALANT FLASFfINC i 1 REFERENCE t 14X8 HD TRIM __.._. , _. El EVATION I! IOO1-x' "=AGTUAL 1 ELEVATION b -O > Q 1/211=11-011 oom Y BRICK N R I VE EE IX4 G 1 A5 iia ( 12RAI�T APOR E'3ARR11=R,.. , F A NIN f .-- iO GMiJ PIER ._ MA50NRY POOR L �ACKEROPA L0.NT � ; . 5!4X8 HOTRIM 51LL E3RIGKIG��T BELOH 5/4X& PqP TRIMDETAIL-- ti Flt(54E0 END TO PIN,6,-NOTCH „ Pry t t O LET IN 5/4,X 4 GA51NG T REFERENCE ELEVATION ICO1 O _AGTUALbir ,s a* ENTRANCE VFY 11hj 11211=:11-0111 !" } 6Wma 0, 1 "�RR _ ftGTION y 1 _ t, , SYMBOL AND ABBREVIATIONS 10.) INCORRECTLY FABRICATED, DAMAGED 'OR OTHERWISE MISALIGNED' OR 13') ALL REQUIRED UNDERPiNNING,,SHIEETING, SHORING,OR OTHER SIMILAR 10.) CONSOLIDATE GROUT POURS EXCEEDING, 12" IN HEIGHT BY MECHANICAL NON-CONFORMING MATERIALS,OR CONDITIONS ..SHALL BE, -REPORTED TO THE ARCHITECT/, ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY CONSTRUCTION ACTIVITIES SHALL BE, THE SOLE RESPONSIBILITY OF THE CONTRACTOI`R. THE CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER VIBRATION AND � REC'ON SOLI DATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. SYMBOL ABBREVIATION DESCRIPTION CONSTRUCTION' PROCEDURES OR MATERIALS RESULT IN DEFECTIVE WORK,, THAT LICENSED IN, THE STATE OF NEW YORK TO PROVIDE ALL NECESSARY DESIGNS shall all 'ISE, CORRECTIVE MEASURES,, REQUIRES ADDI-TIONAL ENGINEERING TIME TO DEV AND REQUIRED INSPECTIONS. CONTRACTOR SHALL SUBMIT SIGNED,& SEALED 1.1.) ANCHOR BASE OF WALLS TO FLOOR SLABS WHERE NO DOWELS ARE and II be responsibl* for ADD'L ADDITIONAL PROFESSIONAL "FEES MAY BE CHARGED, TO 'THE CONTRACTOR AT THE STANDARD DRAWINGS OF SUCH DESIGNS TO THE -ENGINEER FOR REVIEW. SPECIFIED WITH A HILTI KOK BOLT TYPE K611 12-7 EXTRA THREAD OR t ARCH ARCHITECT 'HOURLY RATE OF 'ADDITIONAL SERVICES. SUCH FEES MAY BE WITHHELD FROM, THE GENERAL CONTRACTOR'S PAYMENT., 14.) ALL EXISTING CONDITIONS DEPICTED ON THE DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. ANY UNUSUAL CONDITIONS OR DISCREPANCIES APPROVED EQUAL AT 32" O.C. WITH 3" EMBEDMENT. 12, .) MASONRY OPENI,NG LINTELS HAVE BEEN DESIGNED ON TH BASIS OF 8FE BOTTOM OF FOOTING/FNDN. ELEVATION_ BOTT BOTTOM Ift 11.) THE STRUCTURAL DRAWINGS SHALL- BE COORDINATED WITH THE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ARCHING ACTION OF THE COMPLETED WALL. LINTELS REQUIRE TEMPORARY nei0ect on port Ci CONTRACTION (CONTRoL),,JOINT ARCHITECTURAL, M/E/P DRAWINGS (INCLUDING ALL I CONTRACT SHOP DRAWINGS) AND EQUIPMENT, MANUFACTURERS TO: ENSURE THAT OPENINGS, ANCHORS, INSERTS,, -SLEEVES, ATTACHMENTS, ETC-. ARE PROVIDED AS REQUIRED. SOME OF 15.) AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY CONSTRUCTION EQUIPMENTBE PERMITTED CLOSER THAN 8'-0" TO ANY FOUNDATION, WALL., SUPPORT UNTIL THE' MORTAR HAS ACHIEVED ITS SPECIFIED STRENGTH. 13.) POINTS OF BEARiN,G SHALL BE ON TWO (2) COURSES MINIMUM OF CONT �CONTINU' OUS CONST CONSTRUCTION JOINT THE DETAILS OF_ THE WORK ARE SHOWN ON THE THESE DRAWINGS AND SHOULD N MASONRY GROUTED SOLID CONTINUOUSLY. D DEEP/DEPTH BE CAREFULLY- REVIEWED 8Y CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. 16.) CONFORM TO THE BUILDING CODE OF NEW YORK STATE AND OSHA REQUIREMENTS REGARDING THE BRACING, SHEETING, SHORING, ETC. OF EXCAVATIONS., 14.) ALL� AUTHORIZED CUTTING AND FITTING OF MASONRY, INCLUDING THAT REQUIRED TO ACCOMMODATE THE WORK OF OTHER TRADES, SHALL BE DONE DWG. DRAWING EF' EA CH,FACE 12.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR'VERIFYING AND WITH MASONRY, SAWS. ELEV ELEVATION COORDINATING ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P DRAWINGS. IN CASE OF CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST, A CLARIFICATION FROM THE ARCHITECT. !QQNCREIE: 1,), ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL SP -66 (LATEST 15.) M/E/P LINES SHALL NOT BE RUN IN ANY HORIZONTAL MASONRY WALL JOINTS, VERTICALLY IN ANY REINFORCED OR GROUTED MASONRY CELLS, NOR EQ' EQUAL EXIST EXISTING REVISION). UNDER AND PARALLEL TO ANY LOAD BEARING CMU WALLS. FG FINISH GRADE 13.) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 2.) CONCRETE SHALL BE NORMAL WEIGHT UON AND DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS FOLLOWS: 16.) ALL MASONRY WORK, MATERIALS, INSPECTIONS, TESTING, ETC. SHALL CONFORM WITH THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK FIN FL FINISH FLOOR FND FOUNDATION 14.) IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND ' SPECIFICATIONS, THE� LOCATION STRENGTH STATE. H, HIGH/HEIGHT MOST STRINGENT REQUIREMENTS SHALL GOVERN. FOOTINGS 3500 PSI IF INSIDE FACE 15.),,,THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND PIERS 3500 PSI WALLS 3500 PSI 17.) PROVIDE TEMPORARY ADEQUATE BRACING AS REQUIRED DURING CONSTRUCTION OF MASONRY WALLS TO WITHSTAND LATERAL LOADS AND THE IFP INSIDE FOOTING PROJECTION STABLE AFTER CONSTRUCTION OF THE STRUCTURE HAS-BEEN COMPLETED. THE SLAB -ON -GRADE 4000 PSI PRESSURE OF FLUID GROUT. PROVIDE INTERMEDIATE BRACING AS THE WORK LENGTHAONG STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE 2" CONC. TOPPING 4000 PSI PROGRESSES. LMF LIGHT (GAGE) METAC FRAMING, RESPONSIBILITY OF THE CONTRACTOR. JOB SITE, SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, LACK OF 3.) ALL GROUT SHALL SHALL BE OF NON -SHRINKAGE TYPE WITH A MINIMUM LVL LAMINATED VENEER LUMBER COMMENT BY 'THE ARCHITECT/ ENGINEER IS NOT TO,'BE INTERPRETED As COMPRESSIVE STRENGTH OF 7,500 AT 28 DAYS. 5JEUCIIJEAL STEEL MAX MAXIMUM, APPROVAL, OF THOSE ASPECTS OF WORK. EQUNDADON AND- EXCAYAD 4.) NO WELDING OF REINFORCING WILL BE PERMITTED. 5.) DEFLECTION OF THE FLOORS BEAMS WILL OCCUR DURING CONCRETE 1.) MATERIALS: WIDE FANGE SHAPES - ASTM A 992, GRADE 50, AMERICAN STANDARD SHAPES, CHANNELS, ANGLES, PLATES & BARS ASTM A36 RN MINIMUM ]VIO MASONRY, OPENt NO ON CENTER 1 1.) 'DESIGN SOIL BEARING, PRESSURE 4,iOOO,,PSF.' THE FOUNDATION DESIGN IS PLACEMENT AT THE FLOOR SLABS. ON AVERAGE, ANTICIPATE THAT ACTUAL STRUCTURAL STEEL TUBING, SQUARE - ASTM,A 500 GRADE B OF, 0 UTSIDE FACE BASED ON THE. RESULTS OF A SUBSURFACE INVESTIGATION AND GEOTECHNICAL REPORT PREPARED BY MELICK-TULLY AND ASSOCIATES, P.C. GEOTECHNICAL SLAB THICKNESS WILL EXCEED THE DESIGN THICKNESS BY 0.5 INCHES. STRUCTURAL STEEL TUBING, ROUND - ASTM A 53, TYPE S BOLTS - ASTM A 325 OFP OUTSIDE FOOTING PROJECTION ENGINEERS AND' ENVIRONMENTAL CONSULTANTS; SOUTH BOUND BROOK, NEW 6.) THE CONTRACTOR SHALL,SUBMIT THE CONCRETE MIX DESIGN TO THE ANCHOR BOLTS - ASTM A 307 (UNLESS NOTED) REINF "REINFORCING JERSEY (908) 356-3400. PROJECT NUMBER 7427-001,*G DATED OCT. 18,,2002 ENGINEER FOR APPROVAL TOGETHER WITH LABORATORY RESULTS ATTESTING WELDING ELECTRODE - ASTM E 70XX LOW HYDROGEN Sim SIMILAR 2.) THE BOTTOM OF ALL EXCAVATIONS SHALL BE INSPECTED BY THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO PLACING, CONCRETE OR GRANULAR FILL TO THAT THE MIXES CAN ATTAIN THE MINIMUM STRENGTH REQUIRED IN ACCORDANCE WITH CHAPTER 3 OF ACI 301-95. SHEAR CONNECTORS - 3/4- DIAM. ASTM A 108- 81 2.) ALL BOLTS SHALL BE 3/4"0 MIN. TYPE N (UON). THICKNESS/THICK T05 TOP OF STRUCTURAL -STEEL ELEVATION - VERIFY THE PRESUMPTIVE BEARING STRATA AND DESIGN SOIL BEARING 7.) ALL REINFORCING BARS SHALL BE DEFORMED BILLETSTEEL CONFORMING TPE TOP OF PIER ELEVATION 'PRESSURE. ALL UNSUITABLE MATERIAL (BRICK, FRAGMENTS, ASPHALT, CONCRETE TO ASTM A615, GRADE 60. 3.) ALL BEAM TO BEAM OR BEAM TO COLUMN CONNECTIONS SHALL BE fSE'' �TOP OF STRUCTURAL SLAB ELEVATION BOULDERS, ETC,) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE'SITE. 8.)_ ALL WELDED ORE FABRIC SHALL CONFORM TO ASTM A185 WITH A EQUAL TO THOSE SHOWN IN THE AISC MANUAL OF STEEL CONSTRUCTION IF THE REACTION VALUES ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. TSHE TOP OF SHELF ELEVATION MINIMUM YIELD STRENGTH OF 75 KSI. LAP ONE MESH SIZE AT SIDES AND� THE, CONNECTIONS SHALL BE SELECTED TO ]IAVE A MINIMUM VALUE OF 60 TWE 'TOP, OF, WALL ELEVATION 3.) ALL WATER AND 'UNSUITABLE MATERIAL SHALL BE REMOVED' FROM THE 'ENDS, AND WIRE TOGETHER. % OF THE TOTAL UNIFORM LOAD ON, BEAMS, AND 80% OF THE TOTAL SHAPE, SPAN AND TYP TYPICAL BOTTOM, OF THE EXCAVATION BEFORE" COMPACTING SUBGRADE AND PLACING UNIFORM LOAD, ON� COMPOSITE BEAMS,FOR THE GIVEN CONCRETE OR'' GRANULAR FILL.' 9.) THE MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS STEEL SPECIFICATION. FOR THE BEAM IN QUESTION. THE EFFECT OF �UON UNLESS OTHERWISE NOTED , FOLLOWS UNLESS OTHERWISE NOTED ON T DRAWINGS: CONCENTRATED LOADS NEAR AN' END CONNECTION SHALL BE CONSIDERED. VP VAPOR BARRIER ALL,CONNECTIONS MUST DEVELOP REACTIONS WHERE GIVEN ON FRAMING 4.), FOUNDATION- WALLS AND FOOTINGS SHALL BEAR ON COMPACTED GRAVEL FOOTINGS - 3' PLANS IF THESE EXCEED THE ABOVE, REQUIREMENTS. W` CUSHION PAD' PLACED ON UNDISTURBED OR PROPERLY COMPACTED NATIVE SOIL UO I N. FOUNDATION WALLS AND PIERS - 1 - 1 SLABS - 2" 4.) ALL,�WELDING SHALL BE PERFORMED USING THE SUBMERGED ARC WWF WELDED'WIRE- FABRIC STRUCTURAL DESIGN LOADS. 5.) THE -CAST -IN-PLACE SLAB -ON -GRADE SHALL BE PLACED ON A �6 MIL 10.) THE CONTR ACTOR SHALL NOTIFY,THE ENGINEER THREE (3), DAYS PRIOR., TO PROCESS USING E70XX ELECTRODES. ALL BUTT WELDS SHALL BE,100% PENETRATION WELDS AND ALL FILLET WELDS SHALL BE 1/4" MINIMUM POLYETHYLENE VAPOR BARRIER 'OVER 8" MINIMUM OF- COMPACTED GRANULAR POURING CONCRETE FOR INSPECTION OF THE REINFORCING BY'THE ENGINEER, UNLESS OTHERWISE NOTED. LIVE LOADS FILL O.O.N. 6.) COMPACTED 'GRANULAR FILL,SHALL CONSIST OF BROKEN OR CRUSHED 1.) THE NEW CONCRETE SLABS SHALL BE PROTECTED FROM, LOSS OF SURFACE MOISTURE FOR NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND - 5.) WHERE STEEL MEMBERS ARE'REQUIRED TO BE SPLICED, THE,SPLICE SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE SECTION., SECOND FLOOR 10QPSIF FIRST� FLOOR - APPERATUS BAY 600 PSF STONE, OR BANK"OR CRUSHED GRAVEL AND�SHALL CONSIST OF SOUND, TOUGH CONFORMING TO ASTM C309,OR BY WET BURLAP OR A PLASTIC MEMBRANE., SUCH SPLICES_SHALL NOT INTERFERE WITH� ANY ARCHITECTURAL OR FIRST FLOOR -ALL OTHER AREAS 100 PSF DURABLE PARTICLE'S FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES AND FREE OF MUD, DIRT, VEGETATIVE OR'OTHER DELETERIOUS SUBSTANCES GRADED AS,. FOLLOWS: CURING SHALL BE IN ACCORDANCE WITH ACI SPECIFICATIONS. 12.) ALL CONCRETE FORMWORK SHALL REMAIN IN PLACE, FOR A MINIMUM, 7 DAYS FOR WALL FORMS AND 21 DAYS FOR BEAMS AFTER SUCH TIME, ALL �MECHANICAL CLEARANCES. SPLICE DETAILS AND LOCATIONS SHALL,BE SHOWN ON THE SHOP DRAWINGS. 6.) ALL STRUCTURAL 'STEEL SHALL B I E. CLEANED IN ACCORDANCE WITH THE ROOF 38 PSr'PLUS SNOW DRIFT AND UNBALANCED LOAD CONDITION GENERAL NOTES SQUARE MESH SIZE: PERCENT PASSING BY WEIGHT: CONCRETE FORMWORK SHALL BE REMOVED. STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION SP -3-82 FOR POWER PASS .31, 100 PASS #40 10-70 13.) CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS AS TOOL CLEANING AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS,WITH A SHOP COAT OF TNEMEC #10-99 ALKYD RUST INHIBITIVE 1.) THE FOLLOWING REQUIREMENTS ALONG WITH THE DRAWINGS AND PROJECT PASS #200 0-11, REQUIRED. �PRIMER AS 'MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, MO, SPECIFICATIONS �SHALL BE COORDINATED'AND SHALL APPLY TO THIS OR APPROVED EQUAL I STRUCTURE AND OTHER REQUIRED ASSOCIATED WORK. :3.) THE COMPACITION'EFFORT, WHERE REQUIRED, SHALL BE, INSPECTED BY THE, 14.) ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE WHILE OWNER'S GEOTE -CHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE POURING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL',BE 7.) PROVIDE LOOSE STEEL LINTELS OVER ALL REQUIRED OPENINGS ALL WORK, TESTING, MATERIALS, ETC. SHALL BE IN ACCORDANCE WI TH THE PLACED:'IN MAXIMUM 8" LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE FURNISHED BY THE CONTRACTOR TO PROVIDE PROPER SUPPORT FOR ALL BARS. THROUGH EXTERIOR AND INTERIOR MASONRY WALLS AS PER THE LINTEL BUILDING CODE OF NEW YORK STATE AND WITH, THE REGULATIONS OF,ALLI I COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 95 % OF ITS SCHEDULE ON THE DRAWINGS. GOVERNMENTAL AGENCIES HAVING., JURISDICTION. MAXI,MQM DENSITY AT OR NEAR OPTIMUM MOISTURE. 'THE, OWN ER'S GEOTECHNICAL ENGINEER SHALL TEST THE MATERIAL BEFORE AND AFTER QQLqCR1EIE- MA50 8.): ALL STRUCTURAL STEEL BEAMS AND COLUMNS ADJACENT TO MASONRY 3.) -ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN COMPACTION FOR.CONFORMANCE WITH THE SPECIFICATIONS. NO LIFTS SHALL,BE 1.) ALL CONCRETE, BLOCK SHALL BE LIGHTWEIGHT HOLLOW LOAD, BEARING SHALL -HAVE 1-1/2"x1/8" STRAP ANCHORS AT V-4" O.C. MAXIMUM OR INSTITUTE OF STEEL CONSTRUCTION'S (AISC) MANUAL OF STEEL CONSTRUCTION, PLACED WHENVEATHER CONDITIONS ARE SUCH THAT THE. MOISTURE CONTENT MASONRY UNITS UNLESS OTHERWISE NOTED ON THE DRAWINGS CONFORMING TO THE EQUIVALENT UNLESS OTHERWISE NOTED ON THE DRAWINGS. STRESS DESIGN, NINTH EDITION. OF THE MATERIAL CANNOT" BE PROPERLY CONTROLLED.. IN PLACING'OR ASTM C90, CLASSIFICATION D-2, WITH A MINIMUM MASONRY COMPRESSIVE COMPACTING MATERIAL, DO NOT_DAMAGE NOR'DISPLACE CONCRETE WORK ''PLACE STRENGTH OF 1,500',P$I ON THE NET ARE,A'OF THE UNITS. MINIMUM 9.),REFER TO THE ARCHITECTURAL AND M/E/P DRAWINGS FOR OTHER 4.) ALL CONCRETE CONSTRUCTION SHALL CONFORM�'TO THE AMERICAN- ALREADY, IN BY CONTACT WITH COMPACTION MACHINERY. COMPRESSIVE STRENGTH,OF,, CMU' 1,900 PSI. REQUIRED MISCELLANEOUS STEEL. CONCRETE INSTITUTE'S (ACI) -BUILDING CODE REQUIREMENTS FOR STRUCTURAL,_ CONCRETE, AC1318-95." 8 ALL SOIL SURROUNDING AND UNDER NEW AND EX18TING FOUNDATIONS 2.) ALL MORTAR SHALL BE TYPE S, AND CONFORM TO ASTM C270. 10.) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY GUYING AND SHALL BE PROTECTED, FROM FREEZIRG AND FROST ACTION THROUGHOUT THE I BRACING ALL STRUCTURAL STEEL TO MAINTAIN SAFETY, STABILITY AND NRY CONS L CONFORM TO THE AMERICAN :'5.) ALL CONCRETE MASO TRUCTION SHAL COURSE. OF CONSTRUCTION. 3.) COARSE GROUT USED IN PILASTERS AND WALLS SHALL CONFORM TO ASTM ALIGNMENT DURING ALL PHASES OF CONSTRUCTION, AND SPECIFICALLY, CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS, FOR MASONRY, C476. USE ONE PART PORTLAND CEMENT, THREE PARTS,DRY LOOSE SAND, 1.5 'PEA 'THE DURING CONCRETE OPERATIONS. SUCH GUYING AND BRACING SHALL REMAIN STRUCTURES (ACI 530-88/ASICE 5 - 818) AND -",SPECIFICATIONS FOR MASONRY 9.) THE CONTRACTOR SHALL BE 'RESPONSIBLE FOR LIMITING POURS TO MINIMIZE PARTS GRAVEL AND MINIM,UM AMOUNT OF WATER TO PRODUCE A IN PLACE. UNTIL THE STRUCTURE HAS ATTAINED ADEQUATE STRENGTH. STRUCTURES (ACI 530.1-88/ASC E 6 SHRINKAGE'CRACKIN6., WALL CONTRACTION" AND/OR CONSTRUCTION JOINTS �WORKABLE MIX. SHALL BE SPACED AT A MAXIMUM DISTANCE -OF 40'-0". SLAB CONTRACTION 11.), CERTIFICATES OF COMPLIANCE ARE REQUIRED TO BE SUBMITTED TO ALL WELDING SH ALL COMPLYWITH -THE . :PROVISIONS, OF AMERICAN WE I LDING, AND/OR CONSTRUCTION JOINTS SHALL BE SPACED AT A -MAXIMUM DISTANCE 4J CEMENT USED IN MORTAR SHALL CONFORM TO ASTM C1 50, THE ENGINEER FOR STRUCTURAL STEEL, BOLTS, NUTS, WASHERS, AND WELD, SOCIETY (AWS) DIA ",STRUCTURAL WELDING CODE STEEL QUALIFY WELDING' OF 15'-0".. THE, LOCATION AND CONFIGURATION OF, JOINTS, EXPOSED, TO VIEW FILLER MATERIAL PRIOR TO THE FABRICATION OF ANY STEEL. THE STEEL PROCEDURES AND WELDING 'OPERA If4 I ACCORDANCE 'WITH I AWS D1.1 TOR$� SHALL BE COORDINATED WITH THE ARCHITECT. 5.) ALL REINFORCING BARS SHALL BE DEFORMED BILLET STEEL CONFORMING TO FABRICATOR SHALL BE AISC QUALITY CERTIFIED CATEGORY 1 OR 2 FOR �QUALIFI CATION"' REQUIREMENTS, W TH THE REQUIREMENTS- OF THE BUILDING ASTM A615, GRADE 60. JOINT (HORIZONTAL) ' REINFORCEMENT SHALL 13E STEEL STRUCTURES, OR A MEMBER OF THE STRUCTURAL STEEL CODE'OF NEW YORK'STATE AND WITH 'THE RULES AND REGULATIONS THE 10.) CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF' ALL SLOT& DUR-O-WALL TRUSS TYPE OR. APPROVED, EQUAL. FABRICATORS OF NEW ENGLAND. BOARD OF STANDARDS AND APPEALS. PIPE SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS,REQU4RED FOR THE 'TEMPERATURES BUILDING STRUCTURE AND FOR THE WORK, -OF OTHER, TRADES, BEFORE SETTING -6.) MASONRY'SHALL NOT 13F CONSTRUCTED IN BELOW 40*F.., 12.) ALL STRUCTURAL STEEL EXPOSED TO WEATHER AND LINTELS SHALL 7.) IF ANY FIELD CONDITIONS PRECLUIDE -COMPLIANCE WITH-, THE DRAWINGS FORMS.' COORDINATE ALL,,. REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P PROVIDE A HEAT SOURCE AND PROTECTION AS 'REQUIRED TO MAINTAIN BE HOT DIP GALVANIZED AFTER FABRICATION. AND/OR CONDITIONS SPECIFIED, THE''CONTRACTOR SHALL IMMEDIATELY NOTIFY DRAWINGS. TEMPERATURE ABQVE40-F. THE ARCHI TECT/ENGI NEER AND SHALL NOT PROCEED,�WITHI-`ANY WORK, THAT 'ARCH( 11.) VERTICAL CONSTRUCTION JOINTS IN WALLS,SHALL BE USED ONLY WHEN 7.) ALL�CELLS WITH REINFORCING BARS OR, BOLTS SHALL BE GROUTED'11� SOLID. BE' , AFFECTED UNTIL FORMALLY DIRECTED BY,THE TECT/ENGfNEE WOULD R UNAVOIDABLE,, AND SHALL BE, LOCATED A MINIMUM 6'-O",FROM ANY ON HOW TO PROCEED. SUPPORTING PIER OR BUTTRESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE 8 VERTICAL CELLS TO BE GROUTED SOLID SHALL HAVE A MINIMUM CLEAR THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS DRAWINGS. NO 'HORIZON TAL',,CONSTRU I CTION JOINTS, OTHER TH AN THOSE SHOWN -ALLOWED. OPENING OF 3"x2_1/2.,, ,8.) IN, FIELD PRIOR TO THE.. FABRICATION AND'� ERECTION OF ANY MATERIAL. ANY� ON'THE DRAWINGS WILL -BE UNL),SUAL CONDITIONS,,�OR DISCREPIANCIES SHALL BE BROUGHT, TO THE 9.) HOLLOW UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON THE, IMMEDIATE ATTENTION OF THE - ARCHITECT/ENGINEER. 12.) THE', CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO HORIZONTAL, ANDVERTICAL FACE,SHELLS EXCEPT THAT WEBS SHALL ALSO',BE -SAFEGUARD THE STRUCTURAL INTEGRITY OF ADJACENT STRUCTURES DURING BEDDED WHERE THEY ARE ADJACENT TO CELLS TO BE REINFORCED AND/OR SHOP,�DRAONGS FOR STEEL REINFORCING BARS, STRUCTURAL' STEEL,_ EXCAVATION AND CONSTRUCTION OF NEW FOUNDATIONS. FILLED WITH GROUT, IN THE STARTING COURSE, ON FOOTINGS AND SOLID, WOOD TRUSSES. � AND. CONCRETE DECK INDICATING THE -FABRICATOR FOUNDATION 'WALLS AND IN NON -REINFORCED GROUTED PIERS, PILASTERS AND 8 R� �MANUFACTURER,, FINISH,! LAYOUT, AND,.ALL ACCES 0 JES MUST BE SUBMITTED' COLUMNS �SOUD' MASONRY UNITS SHALL BE LAID WITH FULL HEAD AND BED, TO,,AND BE CHECKED By THE'CONTRACTOR AND BEAR THE CHECKERS INITIALS I JOINTS. "Y BEFORE SUBMISSION -T0 THE ARCHITECT FOR REVIEW PRIOR TO, FABRICATION. PECIFICATI -,SH0, W NG'� SUBMITTAL ADDITI REQUIREMEN FOR P'DRA ONAL TS. S U L L I V A N ARCHITECTURE, P.C. 115 Stevens Avenue' Valhalla, New York 105§5 914-747-4004 D I LYNCH ASSATTISTA CONSULTING ENGINEERS NEW YORK a DALLAS 50 Biloodway ftvlhom, W 10532 W91A.70.2000 fax9l[A.W.0453 www.okmoom Project Title FIREHOUSE VILLAGE OF RYE BROOK King Street, Rye Brook, NY Drawing Title ST%CTURAL SPECRCATIONS, SYMBOLS *0 0% ABBREVIATIONS LIST -A Thaw plans am an Instrument CF NEW 0 of service and am the property of the architect Inf*"rIMn9"*rnent Will be prosecuted. shall all and II be responsibl* for rn IAJ quantity of we& No allowan shall be made in behalf of t contractor for any orrAw ;Ml Ift nei0ect on port Scale N Project No. NSP=4 Drawing ft Date 02/10/03 Drawing By so Checked By -A f WQQQ , T 1. ALL STUDS OBE DOUGLAS FIR OR BETTER. _ .. 2. ALL STRUCTURAL WOOD SHALL BE IN ACCORDANCE WI TH TH E NATIONAL T ON. I --LA S EDITION. ITI R WOOD CONSTRUCT ON TE SPECIFICATIONS F0 O ,DESIGN, H r _. 3. NAILING .SCHEDULE SHALL BE INACCORDANCE WITH APPENDIX I 0 RECO MMENDED NAILING SCHEDULE PER THE.:. BUILDING CODE OF NEW YORK WI 2000. UNLESS OTHERWISE SHOWN: 4. PREMANUFACTURED TRUSSES. ' P AS : SHOWN ONSI-ISHEET S7.1 CROSS A ALL TRUSSES SHALL'BE "SHAPED" - SECTIONS. .;B TRUSSES SHALBEAR A BOLA NUMBER AND SHALL BE MANUFACTU ED BY A REGISTERED MANUFACTURER. INGS AND S SHOP DRAW C .TRUSS. MANUFACTURER SHALL SUBMIT TR US S �? COMPUTATIONS ST Y A NY' STATE REGISTERED E STAMPED B 5.ERECT AND BRACE TRUSSES IN ACCORDANCE TO TRUSS PLATE INSTITUTE NSTITUTE NDAT ,RECOMME ONS. I t 6. PLYWOOD SHEATHING: ..... I A .ALL PLYWOOD SHALL BE IN ACCORDANCE WITH THE AMC N PLYWOOD ERA IF ASSOCIATION {'APA} SPECIFICATIONS. NT NUOUS _0 R TWO OR MORE SPANS PLYWOOD SHEATHING SHALL BE CO I 1/� 110'- 2„ w (7C`ATF EACH WAY. SE.E. T 55:1 l � PITCM, � E LION. zo TYP. 'UON. AB SLAB, TYP FOUNDATION WALL {{ 15 ' CONCRETE SLAB RE1NF. WITH T WC „ ., Y A T PE UQN. I r15 S5:1 LAYERS OF 6x6 W2.9W2.9..WWF. ON S5.i 6 MILVAPOR BARRIER ON $>, - T COMPACTED GRAVEL -- '9 � AT FLOOR I SE 9 2 1 POINT, TYP. � DRAIN ..LOW-� ---� TWE - 99.5 " . TWE - 9 TS 99:5 POINT 1141 4 4 -- { - TWE - 98.5 i 5 " oz TWE - 98.5 _ CONTRACTOR TO irl 5 >, LOCATE TOP OF 4 MASONRY SHELF MIN. 15 1 ,, . C. #4 DOWELS Q C} SS.i 8" BELOW FINISH � o S5.i -------- EXTERIOR GRADE: z CONTRACTOR TO TYPICAL. v 1 TOP OF 4" + tV v.r i tv t1 I .. L3 tiL i P 1. f/ t' IJI,J't lhfU i _. � � I . � � ► I �_% ,..�.'. � -� - � I I � ., . .. F. , ...-, .. ... . r. �r .. r. � � � � � s- r -r r� n r,ti t" � I'll � _ ... _ . . . .®... .. «. ,.. .., e`�:- � i � I SULLIVAN ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla, New York 10595 914-747-4004 Project Title FIREHOUSE ■ a VILLAGE OF RYE BROOK King Street, Rye Brook, NY Drowbg Title FIRST FLOOR FRAil PLAN These plena ars to %sbu of service and aro the pro of the architect. lntrtnysn vrtll in prosecuted. Can0vator mall verity all condtttms and dbnensWo be raspansNe, for field fN shed( be, mode qt behaff 'of cixetraeStor for any error f . _. 1 TABULATED DEVELO MENTLENGTHS ARE BASED ON REINFORCING YIELD 'STRENGTH H YYt�ttrc�ly i ____�.�..�... ,., _ Ct 6 KSI AND NORMALWEIGHT CONCRETE.ETE LIGHTWEIGHT CONCRETE FACTOR � 1f2INCH, TOLERANCE ON COVER 1�N Hc < 8 INCHESES T RANCE 4NE Y_C T D BAR FACTOREQUALS,-1.20. BFE EQJAtS1.30. _. ._ C. ...._.Yr . _ S _ - 5 BARS @ 1 2 O. C 7 FOR ArL }d}s} TOLERANCE flN GG ER SHALL 7T EXCEED NUS 3THE SEE PLAN -2. A 'TABULATED VALUES ARE MINIMUM LENGTHS. IN GAS OF CONFLICT WITH THE EA. WAY, T&B_ PLANS, 'SECTIONS OR DETAILS USE THE LONGER LENGTH. TABULATED C V R REQUIREMENTS AND THE TOLERANCE FOR THE CLEAR .DEVELOPMENTS ' DISTANCE TO FORMED SOFFITS SHALL BEMINUSUS1 4 INCN 3. ALLHOOKED BAR.,-SFALL BEIN'ACCORDANCE WITH THE , 2x4 KEY UNDISTURBED SO L FACI 3 18 LATEST EDITONO WHERE (. THE,DISTANCE 'FRTHE EXTREME -CJ RESS17V FIBER i} TfE BFE SEE PLAN 8 d } P 2* -0'$ ln": 6" CENTER (?F TENSION'REINFORCEMENT N IN H EI ES. , R. f } } } » L _ 3 5 CON BOT.tLL10-6" S PLAN 1 6 , TOLERANCE A I 2 C3 EE 3. - THIS COVER, TOLE A C AND BAR AN MESH SU REQUIREMENTS H _ SHOWN THE P `AW# HCIEDEINFFREMEIT ALL B1= s ON SHS DRAWINGS. rf. r— •: .ems- t .w+r r--� ► . r c . -r- t r—"� . rti —r -t t rte► ._-a a 1 r� r.% t e i r- /"""'1 w,.... , .�t, r� ....we...� ..,..M,... ,r..... w.. ..M., ,... ,.».. , . a�,,..N+..:. a.*- 4 . *tee..... e -a- .... a a •; y r�. r *Mr-. 'v r a . a i a a "t t # l.J 1 . V C. Lr.-' k.11 1.....a t`1 t,..► x.1..1 t..) IU (..1 1 i U3 1 I U I V1I... I �.. SCALE. N.T. '.. SCALE .: J � V .^ TCC* ccc Of ANIC O`DIA LYNCH ASBATTI'S TA CONSULTING 9NGlNEERS NNW YORK ■ RALLAR 50 koodway Hawlhonw, Mfr 10532 *1914.747.2000 (m 914.747.040 www.cboe.o= Checked By �iFJ The" pians are an kistrument the �� NEW of seMce and are property the is 5 of utedtnhFnyem j'rFlp { wM be proeea CRmNactor shall verify all can{Woni and dimensions A. t!> be rMPiN11Me for fWd fit No lower quantity of work. o strati be made in beholf of th �jn� or for y error at on nnogfeeaoontrat Me A3 A �� scale A5 NOTE Drawing No. Project No. NSF=4 Dote 02110103 Dmwhg By im • Checked By �iFJ STEEL ANGLE' LINTEL SCHEDULE STEEL ANGLE 'LINTEL SCHEDULE MASONRY OPENING„ WALL” THICKNESS VERTICAL REINFORCING 4 VENEER WALL THICKNESS 5 )—Q” 1-•-L3X3--1 2X5 16 :� *4_011 1--L4X3--1 2X5 "clMINIMUM s `'S`Q" I-�-L4X3-1 2X5 16 Q 1--L5X3-1 2X5 � E fZEOFF FILLET L TABLE NRY VENEER BRICK OR CMU) I--L6X3--1 2X5 16 . lo'—O" I--L5X3-1 2X5 1 < nf—Olr 1—L6X3— 1 2X3 MATERIAL THICKNESS OF THICKER, MINIMUM SIZE 0F FILLET Scare AS NOTED _ -OR PART JOINED f� WELDLD C, SECTIONS FOR TYPICALE MASONRY EXPANSION SION ; REINFORCED`MASO �a1 4 INCLUSIVE E 1 f VERTICAL WALL R I FORCEMT INTERSFCTION WALL INT aER 14ta12J 6SEE � 1 0VOER 1 � t0 3s 1/4 EXISTINGN G NE W MA SO N RY ,. 3VER 5/16 CONCRETE OR MASONRY BACK—UP CORNER - , )TE # .WELDS.... [OLEGDIMENSION 0F FILLET SI GLE-PA S WELDS MUST BE BACK—UP 8 vLAP OF ICL ' NO , 9 BO ?- E AM _BTETY . BEAM PO :I TLE WITH TRIANGULARBOND _. � CIGIN LI MAS. .S'EN3 _ WIRE TIE AND SCREWS —TaP fD f T UR EY E HO w L 8 'WALL 12 LBEARIG APPROPRIATE FOR BACK—UP . DIPPED GALVANIZED 2 NOTE, 1 NOTE 2 NO E 7 8 4—� 2 4 24 24 NOT MATERIAL IALASMAN FACTURE (ASTM, Al 531 5az .N0TE 4. _5 4f 2 F R,L 120 BYH CK ANaRAPPROVEDNOTE4 P F:AS MFRD BY 2 _ � 6 ,0 � 5 4 SEE SECTION EQUIVALENT. DURO WAL OR - 1f , NOTE � 7 Q 2_, 4 �S6:� EVERY_0 OTHER 4 EXTENDS APPROVED EQUIVALENT. NT,2 TY P, r # NTQM U° WALLABOVE: C _ NOTE 1 :0 7 9 7 4_ NOTES. � : ,4,r _ 1 0 2_ � . 1. ALL TIES AND PINTLES SHALL BE HOT—DIPPED GALVANI ED ASTM A153, TOP OF 4 g LAP # # S NOT EE E — N I M R PR ALV IZED o P AND B` W2.8 3 "16 INCH M NI UM DIA ETE E —GALVANIZED). 150 z SF E M r } STRUCTURAL I TYPICAL N NOT-- 1 _Nat 1 � N OT 1 E NOTE,l NoT I -,LEVEL _ K OUT K C U NO EB LOCK SCH D W BSEE E_ -� ANCHOR, AN PREVENT F WATER OANC 0 D PINT SHALL PR E LOW. W TE 2 ALL TIES AND LESS i., E F 0 7 ,. l L60E OVER ., N CTCNG PARTS O F 1 1 RANCE BETWCONNECTING SHALL HAVE M UM CLEARANCE STD. DOWELS S TOMATCH OR ST H SINTEL 4AT$„ O.C.OCSTD., HU .EEN INCH AND SHALL BE DETAILED TO PREVENT DISENGAGEMENT. .,A REQUIRED EACH VERTICAL REINFORCING BARIF t F REQD. D BLOCK SCHE .. SEE NOT S. YPIGAL - - 'LINTEL BLOC 3 )ALL TIES AND PINTL S SHALL EXTEND A MINIMUM 0F 2 INCHES INTO THE 1 POSITION VERTICAL REINFORCING ATLOCATIONSEND FIRST #,E f 5. SEE MASONRY OPENING JAMB REINFORCING DETAIL , . ; w VENEER WITHAT LEAST 5 8 INCH MORTAR COVER TOTHE OUTSIDE FACE. CORNERS INTERSECTIONS OF REINFORCED `MASaNRYWALLS, SIDES H AD S LL REINFORCING G DETAIL SEE MASONRY OPENING .. , f S:PNRY 9 MASONRY 'ENINGTO57 OP NI GS OVER 50 TO 4, SPACE TIES AND PINT.ES6 OF CONTROL EXPANSION JOINTS AND JAMBS OF OPENINGS LARGER THAN 2 FEET IN EITHER DIRECTION . SPACE INTERMEDIATE 7,S . EM SOLARY INTERSECTION REINFORCING DETAIL ; : ,< 8 INCHES ON CENTER VERTICAL AND 32 INCHESON CENTER HO I ONTAL. O R VERTICAL REINFORCING BETWEEN THESE PRIMARY BARS A SPACING NaTTO EXCEED THE MAXIMUM SPECIFIED FOR THE WALL, 8 SEE MASONRY CONTROL/EXPANSION: JOINT R REINFORCING NOTES, ,_.'.,..,_.. _XM 16 INCHES ON CENTER VERTICAL AND 16 INCHES ON CENTER HORIZONTAL. DETAIL. 1:) LINTELS SHALL BE SNARED AND GROUTED SOLID FULL LENGTH. GROUT 2. JAMBf HEAD AND SILL REINFORCING BARS ARE REQUIRED FOR f c 3fl 0 Ps�. MINIMUM.SHORING SHALL REMAIN IN PLACE FOR, OR PROVIDE ADDITIONAL TIES AND PI L SAR�UND ALL OPENINGS SLARG R THAN WHICH EXCEED � FEET IN EITHER DIRECTION. SMALLER 9: ALL CLEAN- UT AND GROUTING PROCEDURES SHALL : UNTIL GROUT -AS ATTAINED ACOMPRESSIVE STRENGTH OF 30O_s, MINIMUM INCHES IN EITHER DIRECTION. ANCHORS AROUND PERIMETER OF O E N NGOPENINGS .''. OPENINGS s 2 FEET IN_BOTH DIRECTIONS DONOT REQUIRE - - ` CONFORM TO AGI 530.1-95 ASCE &9�T MS 602-95f ; VERIFIED THROUGH TESTING,. IS LONGER. . AT A MAXIMUM OF 36 INCHESES ONCENTER. PLACE ANCHORS WITHIN 12 ADDITIONAL REINFORCING AROUND THEM. SECTIONS: 3.2 AND �:5f INCHES OF OPENING. PROVIDE TIES AND PINTLES T0 ANCHOR THE TOP . NO LAP SPLICES ALLOWED WITHIN CLEAR SPAN OR ENDBEARINGLENGTH,COURSE OF THE VENEER AT 16 INCHES ON CENTER. 3. COORDINATE WITH THEARCHITECTURAL, MECHANICAL,: 'ELECTRICAL,L 1U LAP BOND BEAMREINFORCING 36 DIAMETERS. PLUMBING, FIRE K#T HEN, ANDEQUIPM NT CONTRACT TAILS TODETERMINE:TYPE OF -INTEL TO THE ARCHITECTURAL HEAD DEDRAWINGS IN OR ANCE w� T 5.) ALLANCHOR ASSEMBLIES SHALL BE INSTALLED ACCORDANCE EREFER FOR OPENINGS AND OTHER INFORMATION NOT SHOWN THE STRUCTURALCONTRACT,DRAWINGS. . STEEL, R MAIN SO Y G BINSTALLED. S RECOMMENDED PROCEDURES AND EQUIPMENT. FACTURER 4. SEE MASONRY CORNER REINFORCING DETAIL T E TABULAT fl YALUES ARE B S D aN CONCRETE MASONRY UN17 WITH A ��VEN R LAID IN OTHER THAN RUNNING BONDSHALL HAVE A HORIZONTAL4.) NET AREA COMP -VE STRENGTH OF 3QOU PSI AS DETERMINED ASTM F JOINT REINFORCEMENT 0F AT LEAST ONE WIRE OF SIZE W1, 9 GAUGE) C14C. IELDINGA PRISM STRENGTH f mOF �00(PSi MINIMUM. SPACED AT A MAXIMUM OF 16 INCHES ON CENTER VERTICALLY. RE EEirFOR D NC MASONRY VENEER MASER REINFORCING �AY �T LITEESFO C,M.CA �` W1#D SEISMIS TI -BACKS : . 3 SCALE., N.T.S. SCALE.... N.T.S. SCALE N.T.S. STEEL ANGLE' LINTEL SCHEDULE STEEL ANGLE 'LINTEL SCHEDULE MASONRY OPENING„ WALL” THICKNESS VERTICAL REINFORCING 4 VENEER WALL THICKNESS 5 )—Q” 1-•-L3X3--1 2X5 16 :� *4_011 1--L4X3--1 2X5 .16 s `'S`Q" I-�-L4X3-1 2X5 16 Q 1--L5X3-1 2X5 16 $'--Or' I--L6X3--1 2X5 16 . lo'—O" I--L5X3-1 2X5 1 < nf—Olr 1—L6X3— 1 2X3 ..., , STEEL ANGLE 'LINTEL SCHEDULE JOINT REINFORCING E LAYP�PCALLC'- w ..., U VERTICAL.. REI`NF. - 2 g . ,� Q + {ii ..01 LONG: ©r, HOOKS ,:. TYPICAL ..,.. ; .. VERTICAL REINFORCING MASONRY AS OPENING WALL THICKNESS .: ,. ..> .. . ,... �.;.� 0 f .. •rte-, .. : ;`.. 0 .. W&L..,..._ rs O --^ L L;J�4�_ 1, �2xs /16 _ REFER TO ALL THE DRAWINGS IN THE SET FOR SIZES AND LOCATION OF OPENINGS KI OTPC r r7 q _ D _ r Q — 0 be reeporsoblo for RMd fit r 4qwuontity of work. No cl Project 'rite FIREHOUSE VILLAGE OF RYE BROOK King Street, Rye Brook, QTY Drawing Me MASONRY DETAILS ,CF NEW There ptons an Instrument of *VvIcs and af hirg Y of the or�chitoct be 'r will prosecuted. r' •� ; 1: x�� Contractor srholwr9fy otl fi ?5t". LC aondttkurs and dknene�ra LU be reeporsoblo for RMd fit 4qwuontity of work. No cl ettdl be made in behalf of th Sn� 3 ytt? contractor for any error or neglect on his part. Scare AS NOTED REEK W 6x6 W 4xW1 4 W F � 1 10 t X T&G TSE - 116 - 4 r� r� M I I I I I 1 I I 2 x4 WOOD STUD 56.2 i» „ �. LOOR HE THI G. I to Ln ,r, 56.2 1 '� BEARING WALL. ILIL`' i X x �' i i I I l o S3x�3x ,..,,, ( I TU E TEE COLUMN ca v t> v, _..._.. I I 1 II,. r_._. r r t .n e- !I II tl tt it iI I i E r t { I Y AT EA LANCING i< .i 2X 6 ,, ' — - t i'' .�......,._.,.,.. �._ .�..i..._..._,. t.i t..: i �. i 1 ...: .1._..t.__.. U') , /15 cv - ( TOS -111 - C1 1 ,- 1 I C Cg �r c, 13 56,2 F {, x4 00 TU j 2x4 WOOD STUD 2 WOOD STUD 5 P ,, r- v �,. ,., :(A l LOWER ATTIC PLATFORM s 56.2 a[7, __ C , ,, >_ BEARING WALL FOR f BEARING WALL, 4 2X12fl ,16 OC TDE -111'-0 1/4" Cl Oxl W12X26 ROOF SUPPORT. _ � COORDINATE W/ ARCH. DWG S UPPER ATTIC PLATFORM , 2x4 WOOD STUD (TOS -115'-4") i 3== =�. � ) 2X12Q 16 OC, TDE-116 --4 _ BEARING WALL 12 COORDINATE W/ ARCH. DWG'S HSS3 x3 jx HSS3 jx34x SAME FRAMING AS LOWER HSS 3 x3jxj COLUMN TUBE STEEL COLUMN TUBE STEEL COLUMN S6;2 { PLATFORM: CANTILEVER 10 BUILDINGLINE j CONCRETE PLANK. ;. PROVIDE TOP REINFM_ T 3 THICK CONC. SLAB QNMETAL 10" THICK X 4'-0" WIDE CONC. PLANKS FOR CANTILEVER PAN CONSTRUCTION TYPICAL WITH COMPOSITE 2_ CONC RETE O TE T PING SUPPORT. AT ALL LANDINGS REINF, W/6x6 W1.4xW1,4 WWF, SULLIVAN ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla, New York 10595 914-747--4004 �J ZXfa POST f11 _ _ # 2 L L 1 1 x12 RAFTERS AT 2 d OC. Q .� ryry, rryy 4 x 1 L. A T t, Q 1 2 _Wo T -S7.1 . , � I SEE SHEET ca, C� T ARCHIT CTU. L I T WITH HE E ., WITH/2x8 CEILING COORDINATE W f2 ZZO w . Ski 3 � j r pp z ., i l { 1 4 a a " INFORMATION. c� RMA 10 II t ADDITIONAL LNF'Q 1 , DRAWINGS " FOR ADD T _ : lST DRA I GS Project rale FIREHOUSE ■ VILLAGE OF RYE BROOI King Sheet, Rye Brook., NY Drawing Title ROOF FRAMIWj FLAN Then plans are an Instrument of ssrvtce and are thea property of the orchttect tntrinoernents wM be praeocutsd. Contractor shall verify ott Heid conditions and Onensions and beraapon"'M tar held ttt std au.,tity of xotic No aNawcee .h.0 t. mads be�ott of the contractor for any error or nsoisot on his part to SULLIVAN ARCHITECTURE, P.C. 115 Stevens Avencue Valhalla, New York 16595 914-747--4004 Project Title FIREHOUSE VILLAGE OF RYEBROOK p Ding Street, Rye Brook, NY Drawing Title COLUMN SCHEDULE AND DETAILS k0 IVA mmie plana ares an instrument ofcard ars #hs property, the tnfringem�ate #J of arataltaot Will be proseoutsd. C ContractorIIEiCiI VerHy neid ' ='• P conditions and dimensksaa and LENGTH, TY be responsible for field fit and rgi quantity of asork. No allowances 31 4x4 O.C. 8 C� 2 3 shall be made in behalf of the oontractor for any error or V S& w neVoct on hie part. !UNDISTURBED' IVA X5-., ti. LENGTH, TY 31 4x4 O.C. 8 C� 2 3 .. _ !UNDISTURBED' ... DOWELJQIW. C. LENGTH' 14" 14$f81 2» 81 2a8 1�8 1/21) 8 1 2 81/2" W. �A� SILK W} WIDTH syL „ 1 }8 A 2a 8 12 8 2 8 2a 8 2a 2 FOUNDATIONl� 4 5 �T . , : a} T Ti 1 N 3 r _ , s ' >r a A Pro a.��P Drawing Na. ; L. ASONR 1`"� M !YPIC Dat j �" A j�"�j T I lam. 1. l t ..1.. ..7 V !"1 I T H TI +, POLE �r ( S <`` D U( �` ! V 4.. 1 i t... 1.� t... R lV�L E N SCE ENT DrawingBS603 .. SGA x aNE SCALE.-: N S = G 1. A _ 4 = I'—Of' SCALE Checked B W. SEE ARCH. D GS PLATE ELEV, , SEROH. DWGS EAFOR 31 x11 LVL 2xl 2 RAFTERS FCRP ATE ELEV. _ 12, 12 12 ,_.2x1:.2 *. 2X4 KING POST 41 12 STU..D 4 STUD , - _ BEARING WALL BEARING q Oa} G 2 2r 1 x11 LVL _ 7 2X4. POST IN—�----�— WALL { A L 12 2 ,1 3 4x11 1 4 LVL TTI F ATTIC/LOFT RAFTER S DORMER < N WALL. BEYOND 2x12 T E LOFT,_ STORAGE 2X8 0 2f-0 DECK L� a CEILING JOISTS CENTER ROOF W12 DECK SUP— RI1�C�1� ON CENTER - RID6E N CENTER BEAM 2 1x1'1 LVL I F LINE GQ DOOR I LINE OF DOOR HSS3 x3 COLUMN OLUM BEYOND 2x8 CEILING : SECTSECTION24 ION FRAMING GC SEQTION 14 #!/M�+{ SCA�.E. 1 /16 1 O, SCALE:' , 1 /16 V-0" ! SCALE. 1/16" -- V-0 _ 13 (2) 1 jx11 j LVL BEAM -7 S .1 SEE ARCH. DWG'S FOR PLATE ELEV. 1 x11 j LVL RAFTERS 1 jx19. LVL 12 RAFTERS UPPER PLATFOR 1 x19 LVL RAFTERS BEARING WALL.... 112 STUD : �x1:9 � LVL� WALL RAFTERS 2a F_ r 2x12 _ STUD BEARING 2x12 RAFTERS. 2--2x1;2 �.. � WALL 2) 1 3/4x11 1/ LVL 2x12. 14 ATTIC,/L FT - 12 2x12 RAFTERS 1'D» S7.1 ELEV. 2--2x12 HEADER BUILT—UP 2X4 STORAGE LOT _ : CONCRETE PLANK COLUMN . ,4 , 'L— r3 P, 57.1 'DECK _ ..._,r.:_� 1 O PLANK, CANT SE-99.5 SE--10 5 7 r9 ri1 r12% .1 57.1 57.1 57.1 W12 PLANK SUPPORT 8 S7.1 W12 SUPPORT BEAM BEAM 2x8. CEILING 4 6 57.1 HSS3jx3 COLUMN FRAMING 24"OC 14 57.1 57.1 57.I 2X4 :SECTIO BEARING WALL SECTION SECTION SECOND FLOOR SECTION KEY 13, � � � SCALE. 1/16" = 1'-0„ SCALE: .1./16" = V-0" SCALE. 1/16" V-0" SCALE. 1/16" V-0" STUD - BEARING WALL 2x9 2 RAFTERS 12 2 4 _ CONVENTIONAL FRAME KING POST TRUSS SEE ARCH. DWG'S 2x12 FOR PLATE ELEV. DO NOT CUT BIRD 12 MOUTH IN CANTL 2x12 OR LVL �. RAFTERS 66 IR 2x8 CEILING ua 2--2x1 2x8 CEILING FRAMING NG 4,> FRAMING @ 2 OC ,� ■ 2 1x11 {) 2x8 CEILING FRAMING C SECTION SE SECTION 24" OC SECTION � SCALE: 1/16" -- V-0" SCALE; 16 1 — / 1 Q 2x4 STUD SEARING WALL_ L: -I, SCA 16" 1EV—C / 0 16n OC TYP, — RIDGE 2 1 .x1.1 LVL 2x12 BOARD 2 x1 2 RAFTERS ". BEAM JOIST HANGER r 93 S7.1. 2 1x16 LVI, .� UP—SET T EA E BEAM x91 LVL 3 1 x11 � � O VL LVL FAB RICATED 1 4 / STEEL PLATE EL LATE" - 2x12 RAFTERS ' RAFTERS _ ANGER.. JOIST HANGER 1 x .LVL... 11 OVER FRAMING 2x4 TIE.. 14014 LVL 4„cb 3 BOLT P U .IDE. DOWN S _ RAFTERS I2 RAFTERS CANT'' L 2x L 2 x8 IN G 2 CEIL 2x92 RAFTERS STUD 1x1 i LVL RAFTERS 2x12 14FRAMING WALL DO NOT CUT BIRD :. a C24 OC 2x8 CEILING MOUTH IN CANTL 2 SUSPENDED- S7 ., C Q ,. FRAMING C� N x12 OR 2 LVL RAFTERS ATT IC LOFT _ 4,a UC 2 RAFTERS � STORAGE LOF u> ?s STUD ;: CEILING FRAMING 2 OC S7.1 7 92x8 2BARIPLANK 1. TSE-99.5 CAN TL T-1,d :'WALL ...... - _ : - S7 1 S71 S1 71' ; S17 1 2 4 x ...STUD S7.1 BEARING WALL TYP CO 2x8 CEILING ., S7.1 ;. � S7, , . a16OL S170.1FRAMNG SECTION 4 2 OC E TIONSECTIO,..` SE I N FI RST_... �, �.... OR . L ..' _ _KEY SCA 1/16” — LE1 C} A 1 1 .� — SCALE: 6 1 O.� / T � _ SCALE.. 1 16 1 0 . I a �1,/16'— A SC LE. . 1 O RN # U# INE RL — SUPPLY DUCT UP REFRIGE A T L Q D L RS -- REFRIGERANT O FRIGERANT SUCTI N LINE VVB LB E WET BULB ' TEMPERATURE — RETURN DUCT UP RG > G E TUR N CEILING R GRILLE RETURN DUCT DOWN EAT CD CEILING DIFFUSER OR SUPPLY REGISTER E : TRANSITION FROM ROUND TO SQUARE - VD VOLUME DAMPER _ THERMOSTAT AT LEAVING AIR TEMPERATURE_ FD FIRE DAMPER DETECTOR DUCT. MOUNTED SMOKE DE GTOR ----•- _ DUCT SIZE 1ST # IS DIMENSION SNQINN y . SG RETU RN AIR INTO GRILLE SIDE REGISTER FG �-- —C�MOTORIZED AL ACOUSTIC LINING EX � SUPPLY DUCT UP AU F EXHAUST AN SUPPLY DUCT DOWN RETURN FAN VVB LB E WET BULB ' TEMPERATURE — RETURN DUCT UP _ - > AU T S TOILET EXHAUST I T EX FAN RETURN DUCT DOWN EAT A d # QU E A#R OUTSIDE ' INTAKE. : TRANSITION FROM ROUND TO SQUARE - CFM T _ THERMOSTAT AT LEAVING AIR TEMPERATURE_ ESP —S DETECTOR DUCT. MOUNTED SMOKE DE GTOR ----•- _ DISCHARGE DIRECTION y . T RETU RN AIR INTO GRILLE FG �-- —C�MOTORIZED DAMPER ` RE L. s —DIAMETER , AC AIR CONDITIONING UNIT ACG- AIR COALED: CONDENSING UNIT EX � DB AU F EXHAUST AN RF— RETURN FAN VVB LB E WET BULB ' TEMPERATURE , — TX > AU T S TOILET EXHAUST I T EX FAN --l EAT A d # QU E A#R OUTSIDE ' INTAKE. : CFM CUBIC FEET PER MINUTE E AT LEAVING AIR TEMPERATURE_ ESP STATIC EXTERNAL A C PRESSURE . _ ENT ENTERNG WATER TEMPERATURE'RATUREOF . FG FLEXIBLE CONNECTION _ RE L. REMOVE A ND . RELOCATE', , LWT WATER TEMPERA' URE LEA #NG WA E DB DRY BULB TEMPERA .URE. VVB LB E WET BULB ' TEMPERATURE Project tie. --l EAT ENTER N G AIR TEMPERATURE IRE _ AT LEAVING AIR TEMPERATURE_ �11101111101111101111111111111 . _ ENT ENTERNG WATER TEMPERATURE'RATUREOF . , LWT WATER TEMPERA' URE LEA #NG WA E B N P BRAKE HORSEPOWER A , FD /AD_ DOOR' FIR DAMPER W AGCESSD Street . < - : r . AD AGGESSD O R 4 � Bi'OQ e _. SP STATIC PRESSURE �w �7tDe t C I W G CES F WATER GAUGE ; r _ I HSCREEN' 1� R W E M E5 RA RETURN AIR , .: .� EA E XMAUS T AIR` , t N N Th to»d instrument ed of and are the � f it »ft o» the sct. # � �i G a arzh ba •ootid. will, taa >, TR SEER CpI LLE rvat dhof vs fYT cdndttta»d and dimensionsN Rc d anditNd for f1e1s# it D r 'k , „t ` t - _. '. , -- TA SNS R AIROPENING, T A F t of »tt work. dim# im : made off of , ort c ao»trca a c�» xror s ` Part_. ` , TD TRANSFER UGTWQRK , t w ., . , , , r „ • „ COIB 1, ^ t , , , , c : Y : W , Q Project Nr �%i�ia�ff No.. IID : sa t e a s u- .., c „ „ , „ r ' . rynC w Eiy 'mo _ - • - A 4 ThIL PR4tlEGT. N T APP 1C LE F MAY BE B R 11IATI,N _4 L.. M 4LS. AN A� , ,. i z z s, , x I r t Contractor sititlli verify - cN conditions and dimensions a r ... .� _ ., bes ibib for field ifi tl .._ — quV of work' No mitiet be bona of ` contract r fx for any error, or n rAPOW t on his lw t q ` i d i SCO16 a _ — AS NOTE .t .y.z�3 «�`i`� LCL '�r4 f kr-"..f .t � J --fie a t ✓`` .r. `""y .. �.� i.. L.".Yr' fi 1....-.wt-.F...i".-� d.. y,�•J,,: •-» W: . i Drlal#lhg No. tvt milmmms I r t Contractor sititlli verify - cN conditions and dimensions a r ... .� _ ., bes ibib for field ifi tl .._ — quV of work' No mitiet be bona of ` contract r fx for any error, or n rAPOW t on his lw t q ` i d i SCO16 a _ — AS NOTE .t .y.z�3 «�`i`� LCL '�r4 f kr-"..f .t � J --fie a t ✓`` .r. `""y .. �.� i.. L.".Yr' fi 1....-.wt-.F...i".-� d.. y,�•J,,: •-» W: . i Drlal#lhg No. tvt r t Contractor sititlli verify - cN conditions and dimensions a r ... .� _ ., bes ibib for field ifi tl .._ — quV of work' No mitiet be bona of ` contract r fx for any error, or n rAPOW t on his lw t q ` i d i SCO16 a _ — AS NOTE .t .y.z�3 «�`i`� LCL '�r4 f kr-"..f .t � J --fie a t ✓`` .r. `""y .. �.� i.. L.".Yr' fi 1....-.wt-.F...i".-� d.. y,�•J,,: •-» W: . i Drlal#lhg No. tvt ('''' ''f 0 N H VA SE }:jam f '`t These Instrument --1 . , L.. plans aro on of swvUw and ors the propertyF. Q� K '� of the architect Inittngsmsnts will bill proseciuted. Contractor ehott vsrif olt fisl Y i. n 'Q ,. conditions and dimensions on i be responsible for field fit an 9 uontitY of work. No aliowana , shah be mode in behalf of the contractor for any error of 4 -leat an his i>a9 t+a*t Scale AA5+ NOTED i Pro` t No. Drawing No Dote0240/03 M . _ Drawing ByjF M24112 Checked 8 A UTILITIES NO. 901-555A SECURE TO BUILDING WITH PIPE CLAMPS SIMILAR TO UNISTRUT P17 WITH P2600 UNICUSHIONr , ICAL. (E) BULDING BEVEL .� PAINT TO MATCH BUILDING (N� 2" STEEL VENT PIPE. TERMINATE 10'-O" ABOVE GROUND z '" !r-\-zD> rnrti nns�^relnt►♦r-aDr nlnr- -._ a► • �►.A" � • �' A ♦ l : t � ; � IID � ! I� #" ♦ ! iir � � ♦ R ! ■ � � M ! iw • ?. • * ♦ � :; : _ �U SA MHfVt iULt tKJ'cMt cciC t:UVt;.K - aUL.L LOCATED DIRECTLY OVER TANK Project Title ARCHITECTUkE RIC'.A 12D x12 x12r CONCRETE MANWAYD EL INDUSTRIES FAIRFI D # T IES INC. 11 5 Stevens Avenge + ENCASEMENT AROUND PIPING Vafha I!a New w Y r a k 10595 MODEL OH H O L 3O Q WITH _ RECESSED 1 T 9 4 747 40{34 TOPSOIL , . SEED , ND' MULCH T D AO HANDLES -.FIREHOUSE R MATCH E GRADE. .ADE C MPAC ED EARTH_ x ;. LAYER OF EXPANDED 'POLYSTYRENE ACCESS PORT .-..., WTH LOCKING CAP PZ» FUEL I TANK VENT DETAILCOLLAR MANHOLE COVER INSULATION ..BETWEEN TOP OF CHAMBER _ , ■ MINIMUM OF 18" i WARNING PE "CAUTION FUEL LINE. . WATERTIGHT HT GONT INMENT AND BOTTOM OF SLABB 4 #SE D TRIM. TO EXACT Q D 1 A CHAMBER COVER BE�.r 3 4 FO AND 3/4' VILLAGE LYNCH N.T.S. ' r HANDLE REINFORCED, CONCRETETE PAD. INDOUBLELIFTING O REDUCER -BUSHING. _ Tt$TXFOR A8dAT 4 THICK REINFORCED CONCRETE A { ., 3 FILL THICK REINFORCED Ct'}NStlLilkG ENGINEERS' R BRtO;I .. CONCRETE PAD AROUND _ MANHOLE. - ` MINIMUM OF 6 c FRP GABBIER PIPE MANHOLE. N2W YORK • DALLAS CHAMBER WALL . . . FINISHED GRADE TOPSOIL 50 &mdway HowAo",:NY 10532 _ INDUSTRIES ES INC, MODEL SCM—5, 5 GAL. SPILL MANHOLE. MANHOLE FRAME _ SEED, 8c MULCH ALL W91.aaa7.2800 fuK91e70.0453 AV FI PEA GRAVEL BACKFILL. FRP CONTAINMENT PIPE E _ SECONDARY CONTAINMENT PIP TEST AR ND TYPIC OU AL r ( . 3�813 PEA GRAVEL MINT 6li 9» vFNT , THREADEDORFUSED UTILITIES NO. 901-555A SECURE TO BUILDING WITH PIPE CLAMPS SIMILAR TO UNISTRUT P17 WITH P2600 UNICUSHIONr , ICAL. (E) BULDING BEVEL .� PAINT TO MATCH BUILDING (N� 2" STEEL VENT PIPE. TERMINATE 10'-O" ABOVE GROUND z '" !r-\-zD> rnrti nns�^relnt►♦r-aDr nlnr- -._ a► • �►.A" � • �' A ♦ l : t � ; � IID � ! I� #" ♦ ! iir � � ♦ R ! ■ � � M ! iw • ?. • * ♦ � :; : _ �U SA MHfVt iULt tKJ'cMt cciC t:UVt;.K LOCATED DIRECTLY OVER TANK Project Title 12D x12 x12r CONCRETE MANWAYD EL INDUSTRIES FAIRFI D # T IES INC. + ENCASEMENT AROUND PIPING MODEL OH H O L 3O Q WITH _ RECESSED HANDLES -.FIREHOUSE FUEL I TANK VENT DETAILCOLLAR 30"0 WAT RTIGHT ATTACHED ED RISER ■ #SE D TRIM. TO EXACT HEIGHT IN FIELD. VILLAGE N.T.S. O 4 THICK REINFORCED CONCRETE _.� " THICK REINFORCED PAD AROUND FILL BOX AN ,. R BRtO;I .. CONCRETE PAD AROUND _ MANHOLE. - MANHOLE. FILL BOX SHALL BE FAIRFIELD CHAMBER WALL . . . FINISHED GRADE TOPSOIL _ INDUSTRIES ES INC, MODEL SCM—5, 5 GAL. SPILL MANHOLE. King Stre ,FRP _ RT NR ADED WATE I GHT 'COUPLINGS SEED, 8c MULCH ALL AV FI PEA GRAVEL BACKFILL. _ SECONDARY CONTAINMENT PIP TEST AR ND TYPIC OU AL r ( _. THREADEDORFUSED FTTI , Gr TOTAL CONTAINMENTENT TR.402 42 TEST REDUCER. SEE NOTE 3. , DrawingTitle ; CONNECTION _ FLEXIB E CONNECTION COVER a TOTAL CONT A#NMENT CO. E ERFLEX 2292368 SEE SECTION THIS SHEET 2D 0» MINIMUM COVER. , OI ��. L SUPPLY5 FLEX, PIPE" WITH STAINLESS �. CLEAN SUITABLE BACKFILL. L. .. 'CLAMPS AT EACH END T'CL MPS WITH-, EPDXY 2"0 DOUBLE WALL F.R P. VENT. NT , Fa - _ : D0 NPTCfl 4.MONITOR' ; 1{{##1 � 2 DOUBLE WALL F.R.P.FILLLINE. FITTING. LIFTING LUG TYPFOR 2 E O AL'U I UM DROP TUB N FILL _ 4 F. S. LINE _ LINE WITH 45 END MINIMUM, qF <:1B» PEA GRAVEL TO 7ne�e ns -o`e ortntn,m,*fi O .� ir�tnnD or vervice and ary the a K >f th o�rtt.otI3 � F. R LINE _ SURROUND NK. ter � . ou NT PIPE GALVANIZED UN(flN �ATTACHED GOLLAR. PROVIDE VALVE 'Contractor ctmdtttonsnnd d 4CQNTAINM , ZLE CONNEGT} N 1 OOO GALLUN DOUBLE EX A T R FITTI NG ON _ F.fl.S, LiE :bETtt gt4>Albl.o i1otd t � el t tNo :nY O[ KOfIIO WGNU Q- ..NIPPLEEXTRACTOR FRP CARRIER A TANK ANDIE WALL FIBERGLASS PRE E ED UTILITIES MODEL TYPE tof, contractor on 6or got on his , , UNDERCROUND TANK 22 OR EQUAL.." GALVANIZED STEEL U.L.LABELLED. LLD 12""BED OF 3l ` 8 PEA GRAVEL.. PIPE 14.5 THICK NN a w{ le T FOR SUCTflN FILL,, VENT RETURN PIPING FIBERGLASSANCHOR .. STRAP WITH TURN _ : 11 � - : - r ,x REINFORCED CONCRETE ANCHOR , R1.TYPICAL y TO THE CONTAIN ENT ALL P#ING AND.C�N CONDUIT C BUCKLE,,BY TANK x 22„ TANK MANWAY' WITHTIONS SLA __... BER SHALL BE FULL COUPLINGS, WATERTIGHT.S ALEDTfl MANOFAGTU ER 'FITTINGS ANDCHA NPT REBR 12 O.G BOTH WAYS IN � a � _ REM4VE TEST FITTING AFTER PRESS RE TEST ' fl PE M#T P# 4 TYAL FOR 1NPT FtR F#LL TUBE CENTEROF SLAB.B.�. x F, CO CONTAINMENT P#PE Tfld AIN INTO TMENT CHAMBR, , TOTERMNATEE PIPES Project, �t N©.. N 14, Draw in9 No. , Up LL P . FROM B flTTflM Da�,1iI0'1NLf?�3 to4DO_ AT V•E CH biz -STRIPLATES(TYPICAL). x. TA K,' ;IL Drawin B x a .. N.T.S. Checked: . _. a _ r . > :.3. - HEATING = S A. r* u Ii T 1 ER `r .. S G D -SCHEDULE T# US AS STANDARD D DESIGNA11©N . HVAC --1V ,.. H a cz HVAC -3 H vac 4 (2) R I RVE{ RETURN TIT S A STANDARD S t?AR MANUFACTURER CARRIER R R # MAGIC AIE2 E CARRIER E CARRIER vR =' .�. _ _: G C 4 MBH GROSSRATING 3 6 MBH BOILS HP 10. 3 3 GPH OIL WOW ONE «r r r rr z RANGE NECK SIZE FACE .r .r CFM RANGE NOMINAL., NAL DUCT SIZE, ZE_ I w o - 140 66 I►r :r . r 0 37 5 12x1.2 «��, r rr 1: 1 - 50 4 2 >r , 8.t .�" .r rMEMOH' . . 37 0 fi 0 4 4x.14 r r r G 1 35 0 1 C7 B:. EAT TF-) D 80.6/66.§ 80»� 68,2• 78.2L65.8_ $... 7 66 8 cJ 16x16 LAT- DB WB .-F)5857»0 0 4 59, 6 2 59.5/5$.3 6€7.6 59, 5 351-- 475 ' .. 12.00 1 WORKING PRESSURE, AND1» NPTYST M CONNECTION, S ETANK SHALL ; SENSIBLE MOH H L 33.6 , .10.8; 56.4 44.4 . 601 800 18X18 8 8 ROWS, AREA 2 2.2.3. � 4:f73 =35. 2 4.03 476 --14 00 6 FIN PER ER # N C H 13 14.5 13 13 : -- INSTALA KI �R V# A GE N© VE T N AN K TO DC' L TIO P O DE F GTORY PUR R A T HEA� CCSL»"nN t FCFCMW> ' 1 z lOW HW OIDt KFCH t� WC W6 1H CHW48t31 WC KF 1 1 8� >OC)0 4 2 x20 EAT/LAT •F 6 Ci 1 07 560 99 4 60S 9.4 60,/97.9 601 -_: 750 " 1 6 TOTAL MBH 1, 38.08 0 60.0C).0 _ 6 1001 .1400 24 24 x .. GPM , 4,0 2,{� 6. 06 a3 751 - goo 18, DESIGNATION ACC - 1, aC -- aCC 2 C 3 401 200 2 6x 3 24 CONDENSING SESTION.» ., OUTDOOR). 38NQC_04E.H QC,_. 1,� 38HOC-06t38H DC 8 MANU FACT R R Eli U ,CARRIER CARRIER,, CA RIERA BIER. G R OUTDOOR L� D©OR A#R TEMPERATURE F 95 95 95 9` 5 NOTES.. 1. ALL DIFFU SERB SHALL BE EQUIPPED WITH AN OPPOSED:'BLADE VOLUME. DAMPER. 2 SUPPLY DIFFUSERS SHALL HAVE FRAMES FOR THE CONSTRUCTION IN WHICH THEY WILLBE INSTALLED, CONTRACTOR TO COORDINATE. ALLLAY-IN DIFFUSERS SHALL HAVE A MODULE SIZE OF 2424. : . SIZES SHOWN IN 'SCHEDULE ARE FOR SURFACE MOUNT RS: NECK SIZES VARY ACCORDING TO THESCHEDULE. CH EDU LE 4, DIFFUSER BLOW PATTERN IS AS SHOWN ON DRAWINGS. 5. ALLDIFFUSERS AND RETURN GRILLES IN GYPSUM BOARD "CEILINGS SHALLE 1 B 12"x12". FA 1 4 N MOTOR_RATED HIS 1Z8 1 Z4 1Z4 TES ABOVE 1.' THE BOE SCHEDULE INDICATES NOMINAL REGISTER NECK SIZES, `THE 'ONTRACTOR C .SHALL COOR INATE E THEREGISTER,, t NTH E FIELD ACCORDING T0 THE ACTUAL DUCT DIMENSIONSAND MAINTAIN AN, E_UIVA ENT COREE AREA. 2. ALL REGISTERS SHALL BE WITH AN OPPOSED D BLA DE VOLUME DAMPER, 3. COORDINATE COLOR SELECTION WITH ARCH PLANS. , 4. RETURN REGISTERS SHALL HAVE FRAMES AND BORDERS SUITABLE,FACE FOR THETIO I I CONSTRUCTION N N WHICH THEY WILL BE INSTALLED, rDIFFUS CONTRACTOR T _COORDINATE. 0 - TI TUS MODEL 50F5.RETURN GRILLES SHALL BE WITH 1 2GRID ALL ALUMINUM CONSTRUCTION. SIZE FOR A NC<30 TOTAL =ANGEM 3900 1720 ` 3900 3900 , T TALFLA 16,45 8.70 17.45 16,45 VOLTS Z PH Z HZ 208 3'60 208/1/60 2018 3 6t} 208 Z3Z60 . , rr'`` HEATING = S A. r* u Ii T 1 ER `r .. A. BASED 7N BURN AM PACKAGED OIL FIRED HOT MATER BOILER, MODEL DESIGNA11©N . HVAC --1V ,.. H a cz HVAC -3 H vac 4 (2) NO V --9 I 03A WITH CARLIN 301 CRD BURNER, N U IBR RATIN D ET B G 3 MANUFACTURER CARRIER R R # MAGIC AIE2 E CARRIER E CARRIER vR =' .�. _ _: G C 4 MBH GROSSRATING 3 6 MBH BOILS HP 10. 3 3 GPH OIL WOW ONE «r r r rr �♦ MODEL fG3A0t�181?UX W PG3A-060, 2N A Qfi© F G3A Ct48 r .r .r .r WITK__ C;SD CODE REQUIREMENTS. BURNER MOTOR SHALL BE 1/4 HP I w .r ># "Irt I►r :r . r r ♦ rr «��, r rr B602S, 1X1 5-1 4 PUMP SIZE, RATED FOR 30 GPM � 10 FEET T HEAD VOLT 'H . AGE PHZ 20 1 60 2138 1 60 ' 2 1 8 08 60 0 .281 0 6 ©F NEW .r rMEMOH' rr .r r r r rr .r B:. EAT TF-) D 80.6/66.§ 80»� 68,2• 78.2L65.8_ $... 7 66 8 A. BASED ON AMTROL EXPANSION TANK MODEL AX -60V, 33.6 GALLONSLLONS LAT- DB WB .-F)5857»0 0 4 59, 6 2 59.5/5$.3 6€7.6 59, 5 TA K VOLUME, 1`1. 3 GALLONS ACCEPTANCE VOLUME 100 PSI MAXIMUM TOTAL MBH, 1 43..2 3 2 63.6 5C). 4 1 WORKING PRESSURE, AND1» NPTYST M CONNECTION, S ETANK SHALL ; SENSIBLE MOH H L 33.6 , .10.8; 56.4 44.4 . . , Project Title R ' -UNI T_CH CSU E LE S 1, (B --l) ARCHITECTURE', .. A. BASED 7N BURN AM PACKAGED OIL FIRED HOT MATER BOILER, MODEL DESIGNA11©N . HVAC --1V ,.. H a cz HVAC -3 H vac 4 (2) NO V --9 I 03A WITH CARLIN 301 CRD BURNER, N U IBR RATIN D ET B G 3 MANUFACTURER CARRIER R R # MAGIC AIE2 E CARRIER E CARRIER vR =' .�. _ _: G C 4 MBH GROSSRATING 3 6 MBH BOILS HP 10. 3 3 GPH OIL LOCA11 N AT11C 'STORAGE 121.1 : Al"T 2 !C! ATT C ONE INPUT. 'BOILER SHALL BE COMPLETE WITH A E RELIEF VALVE, y S E AREAERV D MEETING T AINI R NG EMS,. STORA E F FLOOR LOOR SECOND FLOOR C) PART# COMBUSTIONCONTROLS, 0 TR OLS AND ALL STANDARD N EQUIPMENT. PfZOVIDE MODEL fG3A0t�181?UX W PG3A-060, 2N A Qfi© F G3A Ct48 sr -CK BURNER OPERATION N E ON CONTROLS AND .ALL ACCESSORIES ES C) ES TC CONFORM SUP I~ it .,». SUPPLY: AM SEC fel INI� .r WITK__ C;SD CODE REQUIREMENTS. BURNER MOTOR SHALL BE 1/4 HP CFM 14,0 o , 0 2000 w C 12b 4.80. E.S.P. WC 05 , 0.4 0.6 0.7 A 2. HCT 1�� N r�MP MOTOR R H £� O P 1 , 2 1 5 1.5 1.5 r A. H WP , 1 SHALL BE BASED ON ITT E BEL & GOSSETT FRIES 60 M �. S ODEL D RPM-- 995 1278, r rr B602S, 1X1 5-1 4 PUMP SIZE, RATED FOR 30 GPM � 10 FEET T HEAD VOLT 'H . AGE PHZ 20 1 60 2138 1 60 ' 2 1 8 08 60 0 .281 0 6 ©F NEW 1 3. HP MOTOR, O 115/1/60, PROVIDE V#DE CO BINAT# N MAGNETIC STARTER INTERLOCKED , O D N/A N LA N A N A WITH HANDASSA'TTIS -OFF-AUTO SWITCH AND PILOT LIGHT IN COVER. MINIMUM OUTDOOR A IR 0 � 60 150 50 3. EXPANSJON TM { - DX �. COIL > B:. EAT TF-) D 80.6/66.§ 80»� 68,2• 78.2L65.8_ $... 7 66 8 A. BASED ON AMTROL EXPANSION TANK MODEL AX -60V, 33.6 GALLONSLLONS LAT- DB WB .-F)5857»0 0 4 59, 6 2 59.5/5$.3 6€7.6 59, 5 TA K VOLUME, 1`1. 3 GALLONS ACCEPTANCE VOLUME 100 PSI MAXIMUM TOTAL MBH, 1 43..2 3 2 63.6 5C). 4 1 WORKING PRESSURE, AND1» NPTYST M CONNECTION, S ETANK SHALL ; SENSIBLE MOH H L 33.6 , .10.8; 56.4 44.4 . BGALVANIZED E CONSTRUCTION ' COMPLETE WITHUGE LASS GAUGE, AIR IR ROWS, AREA 2 2.2.3. � 4:f73 =35. 2 4.03 TANK_F TI G N IT N S A D ALL ACCESSORIES REQUIRED FOR ACOMPL COMPLETE FIN PER ER # N C H 13 14.5 13 13 : gg'' INSTALA KI �R V# A GE N© VE T N AN K TO DC' L TIO P O DE F GTORY PUR R A T HEA� CCSL»"nN t FCFCMW> ' 1 z lOW HW OIDt KFCH t� WC W6 1H CHW48t31 WC KF .?J Project No. N6F 4 EAT/LAT •F 6 Ci 1 07 560 99 4 60S 9.4 60,/97.9 Date 02AO103 EWT WT 7F L. 18Q/1 43.8 180/143.8 180.. 14 :7 3 1817 138, 2 TOTAL MBH 1, 38.08 0 60.0C).0 _ 6 .. GPM , 4,0 2,{� 6. 06 a3 A : M X H W P, D, FT W, C» _ 0 0 8 ,8 0.7 0.8 DESIGNATION ACC - 1, aC -- aCC 2 C 3 CONDENSING SESTION.» ., OUTDOOR). 38NQC_04E.H QC,_. 1,� 38HOC-06t38H DC 8 MANU FACT R R Eli U ,CARRIER CARRIER,, CA RIERA BIER. G R OUTDOOR L� D©OR A#R TEMPERATURE F 95 95 95 9` 5 FA 1 4 N MOTOR_RATED HIS 1Z8 1 Z4 1Z4 TOTAL =ANGEM 3900 1720 ` 3900 3900 , T TALFLA 16,45 8.70 17.45 16,45 VOLTS Z PH Z HZ 208 3'60 208/1/60 2018 3 6t} 208 Z3Z60 MCA 20.2 10.7 21.6 20.2 MOCP 35.( 15.0 35.0 AR s: RFK 1.` CONTRACTOR IS TOTALLY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH INSTALLATION, ELECTRICAL CHANGES, PHYSICAL ALTERATIONS AND ANY OTHER DETAILS REQUIRED FOR PROPER OPERATION OF ANY SUBSTITUTE PRODUCT BID, 2. COMBINATION MOTORSTARTERS AND DISCONNECT SWITCHES SHALL BE D FURNISHED A INSTALLED E N F OR ALL AIR. HANDLING AND CONDENSING UNITS. ELECTRICAL CONTRACTOR SHALL. WIRE DEVICES. SPRING 3. FURNISHR NG TYPE VIBRATION .ISOLATORS FOR EACH AIR HANDLER. ISOLATORS SHALL BE FURNISHED BY THE UNIT MANUFACTURER QR AS t1ETAILED IN TFIE SPECIFICATION, 4. FURNISH D T tJ AN INSTALL SMOKE DETECTOR IN THE SUPPLY AIR DISCHARGE OF UNITS ARRANGED TO SHUTDOWN UNITS ON SMOKE DETECTION - FOR j YAC ix .. j AND HYa_-_4 ONLY. 5. ALL FAN MOTORS SHALL BE PREMIUM EFFICIENCY. 6< FURNISH AND INSTALL LIQUID UNE SOLENOID VALVE: 7. PROVIDE FACTORY INSTALLED HOT GAS BYPASS, B: FURNISH AND INSTALL LO+- AMBIENT CONTROLLER. 9. FURNISH AND INSTALL REFRIGERANT LINE KIT 10. FURNISH AND INSTALL HAIL GUARDS FOR ALL CONDENSING UNITS. 11. PROVIDE 5 YEAR WARRANTY ON COMPRESSORS. ; 12. CONTRACTOR SHALL FURNISH AND INSTALL'CARRIER"MODEL 33CS :PROGRAMMABLE THERMOSTAT (PART# 33CS220-1) 13. OTHER ACCEPTABLE MANUFACTURERS; A) McQAY B) TRANS ASME CERTIFIED LW A. BASED ON CS LOUVER SYS TEMS 4097 STATIONARYXTR E UDEN A » MI V LU .NUM ..LOU ER. 4 DEEP, EXTRUDED UDED A LUMiNUM C?.:1 5 NOMI 9 2 NAL WA L ESS WITH THICKN L ) H GA'ULKING SLOTS. PROVIDE 3 4 x0.051 FLATTENED, EXPANDED ALUMINUM BIRD SCREENS. E S. UCK EXH 5 U AST SYSTEM A,BASEC} ON MAGNA _ G A SERIES _SYSTEM AS MANUFACTURED BY NEDERMAN r , INC. (OR APPROVED EQUAL) SINGLE DIRECT DRIVE BLOWER FAN', ALL RAILS, TRACKS,: CONTROL PANEL, SILENCER, PRESSURE AND TEMPERATURE SENSORS AS WELL AS THE FOLLOWING EQUIPMENT; TWO {2)74 =-0 MAGNA RAIL SYSTEMS PART# 20806364 FOUR(4) MR EXHAUST EXTRA EXTRACTION UNITS .PART# 20805264 FOUR 4R LOWS HOSE ASSEMBLIES PART# 207802264 ONE (1 ) 5 H.P. DIRECT DRIVE BLOWER ER PART NIF 403-3 » 208Vj3PH 607Hz 32070 CFM Ca3 8.0 S.P. 1 ONE (1) 12" INLINE SILENCER PART# 51235 MOTOR CONTROL STATION PART# MCS 5-3 FC)UR (4) AUTO START SYSTEM Project Title AREASERVED S 1, (B --l) ARCHITECTURE', .. A. BASED 7N BURN AM PACKAGED OIL FIRED HOT MATER BOILER, MODEL _ (2) NO V --9 I 03A WITH CARLIN 301 CRD BURNER, N U IBR RATIN D ET B G 3 1 5 St e v n e 1 ev s A enu vR =' .�. _ _: G C 4 MBH GROSSRATING 3 6 MBH BOILS HP 10. 3 3 GPH OIL Valhalla New k 10 York 59 a Y _ 5 ONE INPUT. 'BOILER SHALL BE COMPLETE WITH A E RELIEF VALVE, y 4004 PART# COMBUSTIONCONTROLS, 0 TR OLS AND ALL STANDARD N EQUIPMENT. PfZOVIDE sr -CK BURNER OPERATION N E ON CONTROLS AND .ALL ACCESSORIES ES C) ES TC CONFORM r:rrr. .r WITK__ C;SD CODE REQUIREMENTS. BURNER MOTOR SHALL BE 1/4 HP rr w C 12b 4.80. MECWANICA L A 2. HCT 1�� N r�MP r.rr•auu r A. H WP , 1 SHALL BE BASED ON ITT E BEL & GOSSETT FRIES 60 M �. S ODEL D E O �! A r rr B602S, 1X1 5-1 4 PUMP SIZE, RATED FOR 30 GPM � 10 FEET T HEAD ©F NEW 1 3. HP MOTOR, O 115/1/60, PROVIDE V#DE CO BINAT# N MAGNETIC STARTER Y L_r+iCH WITH HANDASSA'TTIS -OFF-AUTO SWITCH AND PILOT LIGHT IN COVER. TA 3. EXPANSJON TM { CONSULTING ENGINEERS be responsible for fNdd fit a quantity of wwi,. No allow A. BASED ON AMTROL EXPANSION TANK MODEL AX -60V, 33.6 GALLONSLLONS NEW YORK• DALLAS TA K VOLUME, 1`1. 3 GALLONS ACCEPTANCE VOLUME 100 PSI MAXIMUM .50 Wlkwy.aT }; N 10532, 60x 74 1 WORKING PRESSURE, AND1» NPTYST M CONNECTION, S ETANK SHALL ; 4a0fax9147.7.0453 www.obloealm BGALVANIZED E CONSTRUCTION ' COMPLETE WITHUGE LASS GAUGE, AIR IR NONE TANK_F TI G N IT N S A D ALL ACCESSORIES REQUIRED FOR ACOMPL COMPLETE gg'' INSTALA KI �R V# A GE N© VE T N AN K TO DC' L TIO P O DE F GTORY PUR R A T ASME CERTIFIED LW A. BASED ON CS LOUVER SYS TEMS 4097 STATIONARYXTR E UDEN A » MI V LU .NUM ..LOU ER. 4 DEEP, EXTRUDED UDED A LUMiNUM C?.:1 5 NOMI 9 2 NAL WA L ESS WITH THICKN L ) H GA'ULKING SLOTS. PROVIDE 3 4 x0.051 FLATTENED, EXPANDED ALUMINUM BIRD SCREENS. E S. UCK EXH 5 U AST SYSTEM A,BASEC} ON MAGNA _ G A SERIES _SYSTEM AS MANUFACTURED BY NEDERMAN r , INC. (OR APPROVED EQUAL) SINGLE DIRECT DRIVE BLOWER FAN', ALL RAILS, TRACKS,: CONTROL PANEL, SILENCER, PRESSURE AND TEMPERATURE SENSORS AS WELL AS THE FOLLOWING EQUIPMENT; TWO {2)74 =-0 MAGNA RAIL SYSTEMS PART# 20806364 FOUR(4) MR EXHAUST EXTRA EXTRACTION UNITS .PART# 20805264 FOUR 4R LOWS HOSE ASSEMBLIES PART# 207802264 ONE (1 ) 5 H.P. DIRECT DRIVE BLOWER ER PART NIF 403-3 » 208Vj3PH 607Hz 32070 CFM Ca3 8.0 S.P. 1 ONE (1) 12" INLINE SILENCER PART# 51235 MOTOR CONTROL STATION PART# MCS 5-3 FC)UR (4) AUTO START SYSTEM Checked By Project Title AREASERVED S PART# RF -1 .. AA TWO (2) AUXILIARY PUSH BUTTON STATIONS PART# PB -1 rrrr: er ONE (1) UNINTERRUPTED POWER SUPPLY PART# UPS --1 Checked By Project Title AREASERVED ,., l FIREHOUSE .. AA VOLTS/PH/HZ VILLAGE ar- r BATH -•• rrrr: er r rr • or r • .` °` sr -CK MENS .s •er r:rrr. .r r rr w r MECWANICA L A r Ir re- W, •rr r.rr•auu r rr r rr � � �r!! ©F NEW These plana are an Instrument _ti of WVICG and ora the property ArK F of the architect infringement ®�% 40 will be prosecuted. Z, Checked By Project Title FIREHOUSE VILLAGE OF {Y } RYEBROOK King Sheet Rye Brook, NIS Drawing Title MECWANICA L SC14EDULES ©F NEW These plana are an Instrument _ti of WVICG and ora the property ArK F of the architect infringement ®�% 40 will be prosecuted. Z, Contractor shall verify on ft conditions and dlmenalone a be responsible for fNdd fit a quantity of wwi,. No allow shall be mad* in behalf of th contractor for any error or 4 n"Isot on his part. 1 Scale NONE gg'' .?J Project No. N6F 4 Drawing No. Date 02AO103 Drawing By : MN Checked By 1 /4 TURN: BALL VALVE (TYPICAL) f UNION (TYPICAL)w 1. LOCATE ALL COIL UNIONS CLOSE TO, AND CLEAR OF COIL. ARRANGE" CONTINUOS WELD. PIPING SO AS NOT TO NOT INTERFERE WITH COIL REMOVAL. STANDARD WEIGHT STEEL PIPE NEVE INSTALLED EXTERIOR WALLS DURING WALL 'CONSTRUCTION. PIPE SIZE SCHEDULE MAX: GPM i 3. 7 20 130 2 7th3U PIPE SIZE I 1Z2 1 344.1 1` 11-142 1 2 12-1Z21 3 4 1 6 1. PIPE SLEEVE FOR EXTERIOR WALL ABOVE OR BELOW GRADE. 7 MR r„aq gFR\/I P FXTFNn �t.F'F'VF 1” PAST INSIDE FACE OF WALL & 4" PAST OUTSIDE FACE OF WALL. 1111 l� crmmuons and dimensions and be responsible for field fit and A i shall be mods in behalf of the / contractor far, any error o,r neglect on his part I Scab F TERMINATE,..SLEEVE LUSH . STANDARD WEIGHT 'STEEL PIP. . 4 .. . WITH FINISHED. WALL SURFACES .. ... \ \. F T '. PASS SLEIrV>w {} SIZE O r Date2�1�l03 Drawing By; M7J t. , PIPE AND NSU I LAT10N. Checked By 4 SEAL OR:,CAULK SLEEVE ,.. THROUGH FIRE WALLS IN ».,.: . CIRCUIT SETTER M TIGHT MANNER, 3 -WAY CONTROL VALVE REDUCER CONCENTRICm . THERMOMETER s a -: . � '�'E PRESSURE GAUD WITH N#OP�I MANUAL AIR'VENT NTH GAUGE COCK - SPRING TYPE SILENT RETURN MAIN TYPICAL TRAIN R PIPE INSULATION TO P E A \ ., FINISHED vTCi-EE(?N PLATE FLUS FIND E ESC GATE VALVE .CENTERED IN SLEEVE.2. . ,: AGAINST WALL AND OF SIZE To N SUPPORT PPE . DO NOT SU I `COMPLETELY COVER ` tJF�EPiiNG. _ FROM SLEEVE. FINISHED WALL SURFACE, , INTERIOR UUALLS SUPPLY MAIN HEAD , I C IL CONCEALED PIPING. PIPING EXPOSED TO VIEW. S --�--�; — FINISHED WALL SURFACE, I .... .+� SEALING AND ANCHORING COLLAR a A � b a ° SEAL. SLEEVE WITH TIGHTLY PACKED ECCENTRIC ...� , R- . OAKUM AND POURED LEAD. REDUCER SEAL WATERTIGHT WITH . COAT EXTERIOR SURFACES "GLOBE VALVE FLEXIBLE CONNECTION. PROVIDE_ MASTIC OR ASPHALT: a, R c l ti& � WITH TAR, COMPOUND. ECCENTRIC PUMP GLOBE VALVE— FOR THOSE UNITS MOUNTED ON . f i ., I? REDUCER L_ -._" HOSE 3/4" OS -CONCENTRIC REDUCER SPRING TYPE VIBRATION ;, ,f / _._J-• HOSE END ISOLATIONCURBS. END DRAIN DRAIN 'VALVE t PRESSURE GAUGE (TYPICAL} CENTER PIPE IN SLEE — - --� STRAINER 1 /4 TURN: BALL VALVE (TYPICAL) f UNION (TYPICAL)w 1. LOCATE ALL COIL UNIONS CLOSE TO, AND CLEAR OF COIL. ARRANGE" CONTINUOS WELD. PIPING SO AS NOT TO NOT INTERFERE WITH COIL REMOVAL. STANDARD WEIGHT STEEL PIPE NEVE INSTALLED EXTERIOR WALLS DURING WALL 'CONSTRUCTION. PIPE SIZE SCHEDULE MAX: GPM i 3. 7 20 130 2 7th3U PIPE SIZE I 1Z2 1 344.1 1` 11-142 1 2 12-1Z21 3 4 1 6 1. PIPE SLEEVE FOR EXTERIOR WALL ABOVE OR BELOW GRADE. 7 MR r„aq gFR\/I P FXTFNn �t.F'F'VF 1” PAST INSIDE FACE OF WALL & 4" PAST OUTSIDE FACE OF WALL. 1111 l� crmmuons and dimensions and be responsible for field fit and A i shall be mods in behalf of the / contractor far, any error o,r These plana are an inetrum�t ��JK of service and are tha propertyQ` ?, of the orohttect. infringements will be :prosecuted.. Contractor shall verify all fly ( d crmmuons and dimensions and be responsible for field fit and quantity of work, No aliowanose shall be mods in behalf of the / contractor far, any error o,r neglect on his part I Scab NONE 4 .. {{$, Project No. %F=4 Drawing No. Date2�1�l03 Drawing By; M7J t. , Checked By 4 HANGER RODS�„ Ji tS4iYl7 t dl 2. ALL ANCHORS AND INSERTS SHALL HAVE NEW YORK CITY BOARD OF STANDARD AND VIBRATION ISOLATORS, AS PER APPEALS, (BSA) APPROVAL. THE SPECIFICATION. TYPICAL. 1. CLEVIS HANGERS NTH WELDED INSULA11 N SHEILDS SIMILARJO RAU CH FIG. 1 RUSH ON ALL PIPES LARGER THAN 1". 2. FOR PIPES 1 OR A BAND HANGER WITH INSULATION SHEISD MAY BE USED SIMILAR TO RAUCH FIG_ NO. 1 ASH. 3 FORN NINSULATE) PIPE INSULATION HEIL3S MAY BE OMITTED. 4. ALL PIPE SHALL HANGERS BE GALVANIZED STEEL OR FACTORY G L PAINTED BLACK WITH ENAMEL. HANGER STRAP SCHEDULE DUCTSIZE HANGER ANGER SIZE MAXIMUM SPACING UP TO 2 SQ.FT. 1t4 X 1/1601 St_G" 2 SQ.FT.. TO 4 SQ.FT. 1" X 1/8" 8$--oll 4 , S .FT. TO 1a S FT Q Q 1 " X 148" 6'-0-, V F OVER 1 G SQ. T. 44 1 X 1 8 n 41.�p r I SYMBOLS AND ABBREVIATIONS GENERAL NOTES SYMBOL. ABBREVIATION DESCRIPTION SYMBOL ABBREVIATION DESCRIPTION SYMBOL -ABBREVIATION DE CRIPTION .., 1. ALL. WORK SHOWN IS NEW UNLESS OTHERWISE' NOTED{ U.D.N.:) EXISTING TO RAIN : EX. . g< _. N ATI ONLY -AND D NOT . THE DRAWINGS ARE TO BE CONSIDERED SCHEMATIC 2 -. NECESSARILY SHOW' THE .EXACT LOCATIONS AND DETAILS (�F THE WORK TO BE INSTALLED. 3.} THE ELECTRICALCONTRACTOR SHALLBE RESPONSIBLE FOROBTAINING ALL F CI WITH WOR NECESSARY PERMITS AND'PAYINGALL FEES ASSOCIATED THIS K INCLUDING FILING WITH THE UTILITY COMPANY AS REQUIR D- AND WITH LOCAL AUTHORITY HAVING JURISDICTION. 4.} ALL WORK INVOLVING THE ELECTRIC SERVICE SHALL BL. COORDINATED AND A APPROVED BY THE UTILITY COMPANY. S.} CIRCUIT NUMBERS ARE FOR INFORMATION PURPOSES ONLY.Y. ACTUAL CIRCUIT NUMBERS SH LLBEDETERMINED IN THE FIELD. 6. FOR. EACH WALLMOUNTED COMMUNICATIONS AND CABLE TV OUTLET, PROVIDE A 1900 JUNCTION BOX WITH AN EXTENDER COLLAR AND 1 INCH CONDUITUIT WITH N IN: DRAGLINE 6 INCHES ABOVE HUNG CEILING FOR INSTALLATION TIO A N OF CABLE BY OTHERS. 7. COMMUNICATION, WIRING BY OWNER. COORDINATE COMMUNICATION JACKS WITH REPRESENTATIVE, TYPICAL. STARTERS, ISWITCHES AND M 8.} UNLESS OTHERWISE NOTED, S AR ERS, S D .CONNECTS TOR E O RATED TOGGLE .SWITCHES FOR MECH..ANI AL PUMPS, UNIT HEATERS SUPPLY AND RETURN FANS, EXHAUST FANS AND AIR HANDLERS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 9.} ALL MECHANICAL EQUIPMENT SHOWN IS FOR ELECTRICAL SCHEMATIC PURPOSES ONLY. COORDINATE EXACT LOCATION OF MECHANICAL EQUIPMENT WITH MEGH NIGAL CONTRACTOR. A ; RECEPTACLES DATA/TELCO/CABLE 1O.- COORDINATE EXACT LOCATIONS OF ALL AND OUTLETS WITH CLIENT REPRESENTATIVE, 11.} ALL DISCONNECT SWITCHES SHALL BE 240V, NEMA -1, 3 POLE U.O.N. CONDUIT AND WRING FIRE ALARM WATER FLOW SWITCH Project No. N6P=4 DWG DRAWING ;. ..._ ... �..,.,. CONDUIT & WIRING TO BE REMOVED UDN C U G w � 1":,* . FIRE ALARM WARDEN STATION E Checked By � EMT T METALLIC TUBING ELECTRICAL ME ALL C HOMERUN TO PANEL ARROWS INDICATE 1P Q FIRE ALARM RELAY EMEMERGENCY MULTI -POLE HOMERUN FACP FIRE ALARM CONTROL PANEL EX. µ EXISTING TO REMAIN' >. - ELECTRICALL EQUIPMENT AS INDICATED . ,. FIRE ALARM ANNUNCIATOR TCR PANEL , F FLOOR — 1 ELECTRICAL EQUIPMENT TO BE REMOVED, U0N EOL END OF LINE RESISTOR FBO FURNISHED BY OTHERS - ELECTRIC METER - WALL"MOUNTED P AKER GEN GENERATOR ! - JUNCTION BOX PUBLIC ADDRESSESS TELEPHONE . GFI GROUND Q FAULT INTERRUPTER ZP FUSED DISCONNECT SWITCH CEILINGMOUNTED PUBLIC ADDRESS SPEAKER HP HORSEPOWER UNFUSED flIS OSECT SWITCH CLOCK IG I_ L D GROUND EP COMBINATION MOTOR STARTER. FUSED ,DISC. TC -- TIME CLOCK IMC T N INTERMEDIATE METAL CONDUIT _ MOTORSTARTER CARD READER KVA KILO—VOLT AMPERE: . MOTOR C}A DOOR ALARM W KI KILO -WATT -- BATTERY, PACK EMERGENCY L GHT FIXTURE DOOR RELEASE MAX MAXIMUMXIMUM ----_ EXIT LIGHT, FACES -SHADED,. CHEVRON -ARROW ELECTRIC STRIKE MGB MAIN CIRCUIT BREAKER x oc - SINGLE POLE SWITCH R. D {x INDICATES FIXTURE BEING CONTROLLED) .. ,.. } - . (oc, OCCUPANCY SENSOR MD MOTION DETECTOR MCC MOTOR CONTROL CENTER KP ❑ — KEY PAC? MIN # MINIMUM �x �� THREE POLE SWITCH - I TR, {x INDICATES FIXTURE BEING CONTROLLED) (oc - OCCUPANCY SENSOR) PA � PANIC ALARM MLO MA Y IN LUG ONLY El - PUSHBUTTON, MTS MANUAL TRANSFER SWITCH 4 FOUR POLE SWITCH {x INDICATES FIXTURE BEING CONTROLLED} CALL FOR AID PULL STATION NIC NOT IN CONTRACT CFA - CALL FOR AID A/V DEVICE NL NIGHT LIGHT D#M x - DIMMER SWITCH x INDICATES FI CONTROLLED { TURF BEING G X B } E 0 � EPO I� EMERGENCY OWER OFF SWITCH NTS NOT T CA O TOSCALE LE DEFINITION OF TERAS AV RASP RESCUE ASSIST. SYSTEM MASTER STATION OH OVERHEAD "CUSTOMER" "CLIENT" 1. WHEREVER IN THE CONTRACT DOCUMENTS THE WORDS CUSTOMER OR CLIENT rt tt ARE IT MUST BUNDERSTOOD THAT VILLAGE OF RYE `BROOK IS INTENDED. R USED, U E EL CTRICAL UTILITYt OR 2WHEREVER IN THE CONTRACT DOCUMENTS THE WORDS "ELECTRICAL POWER COMPANY ARE USED IT MUST BE UNDERSTOOD THAT CON EDISON IS INTENDED. D. 3.} WHEREVER IN THE CONTRACT DOCUMENTS THE WORDS TELEPHONEUTILITY OR ARE USED, IT MUST BE THAT nVERIZONtIS INTENDED. 4. "WORK" MUST BE DEEMED TO CONSIST OF ALL LABOR AND OPERATIONS, TRANSPORTATION, HOISTING, MATERIALS, TOOLS, EQUIPMENT, SERVICES INSPECTIONS, INVESTIGATIONS COORDINATION AND SUPERVISION REQUIRED AND OR REASONABLY t Q THE RE UIRED BY THE CONTRACT NECESSARY TO PRODUCE E Q DOCUMENTS. "FURNISH" �,} FURN#SH MEANS THE DESIGN, FABRICATION, PURCHASE AND DELIVERY TO THE JOB SITE. tt tr f, INSTALL OR INSTALLATION MEANS THE ACT OF PHYSICALLY PLACING APPLYING } t t SETTING, ERECTING, ANCHORING, SECURING, ETC., CONSTRUCTION MATERIALS, EQUIPMENT, FURNISHINGS, APPLIANCES, AND SIMILAR ITEMS SPECIFIED AND FURNISHED AT THE JOB SITE. INSTALLATION OF SPECIFIED ITEMS MUST BE COMPLETE INALL RESPECTS. I EQUIPMENT, 7,} . "PROVIDE" MEANS MEANS TO FURNISH AND. INSTALL CONSTRUCTION MATERIAL, EQU ME , ETC. AS DEFINED ABOVE. - ' , SENTATIVE: CON EDI ON REPRESENTATIVE: _ CAROL McHUGH 91 925--6 66. � M MOTOR RATED TOGGLE SWITCH REMOTE RESCUE STATION P POLE SK .... KEY OPERATED SINGE POLE SWITCH CB CIRCUIT BREAKER PNL PANEL SPEED CONTROLLER {FSC} ENCLOSED CIRCUIT BREAKER PT PRESSURE TREATED -- WALL MOUNTED OCCUPANCY SENSOR 150A"TELCO" FUSED SWITCH PVC POLY VINYL CHLORIDE o CEI IG MOUNTED OCCUPANCY SENSOR GENERATOR REL. REMOVE AND RELOCATE DUPLEX RECEPTACLE ` t GENERATOR RECEPTACLE RGS RIGID GALVANIZED STEEL DOUBLE QUPLEX RECEPTACLE ...�.,. o GND GROUND AS PER LOCAL CODE SCH SCHEDULE SPECIAL RECEPTACLE TT _ GROUND BAR SW SWITCH E � � -- TELEPHONE OUTLET OR -- GROUND ROD TELCO TELEPHONE COMPANY �. DATA OUTLET _ TRANSFER SWITCH TVSS s TRANSIENT VOLTAGE SURGE SUPPRESSOR COMBINATION TELEPHONE/DATA OUTLET, ULU OR XFMR TRANSFORMER TYP TYPICAL ICAL _ COMBINATION TV/DATA OUTLET - CT CURRENT TRANSFORMER UG UNDERGROUND - TV NUTLET - UTILITY POLE LION UNLESS OTHERWISE NOTED FURNITURE SYSTEM POWER FEED WATER ..MAIN VI F VERIFY IN FIELD D - FURNITURE, SYSTEM COMMUNICATION FEED SURFACE MOUNTED RACEWAY, DEVICES AS INDICATED V VOLT(S) - MANUAL PULL STATION WC WIRE GUARD F -- AUDIO/VISUAL FIRE ALARM STROBE 15 75'CD A AMPERE{S} WP WEATHERPROOF AFF ABOVE FINISHED FLOOR 1.} ALL SYMBOLS AND.. ABBREVIATIONS MAY NOT: BE APPLICABLE FOR THIS PROJECT. 2.) SEE LIGHTING FIXTURESCHEDULE FOR LIGHT FIXTURE SYMBOLS. Ott} AUDIO VISUAL FIRE ALARM STROBE 110CD AF AMPERAGE OF FUSE ACL ABOVE GRADE LEVEL TYPICAL CIRCUIT LEGEND - STROBE 15j75 CD ARC ARC FAULT INTERRUPTER NEUTRAL CONDUCTORS SHALL BE #12AWG_ MINIMUM FOR DEDICATED CIRCUITS OR 10AV+1G MIN FORM TICIRCUIT HOMERUNS WITH:. SHARED NEUTRALS(RECEPTACLES, # UL IT HOMERUNS WITH ISOLATED EQUIPMENT LIGHTING). CIRCUITS NOME #� I GROUNfl GROUNDS RECEPTACLES SHALL CONTAIN AN ADDITIONAL 1 ZAWG INSULATED CONDUCTOR.CONDUCTORS, SHALL BE INCREASED FOR. VOLTAGE DROP AND, DERATINC AS PER SPECIFICATIONS.IFICATIONS. 2-#12 &1-#12 GND(1-IP-20A OR1-1P-15A CB - 1 ISO N A INDICATED IG 1 G D S fl ED { 2 S 1 1(�2GD 2 Z O 2 1 A 2 2 ,-#1&1 _ 1 N -1 P- 0A R- P--15 B �* , N S INDICATED I' 1 1 I .GDA I DIC ED G J 12 1_1( & 1_12 G D 3�.1P__ 20A OR �_1P_ 1 A C B I D AS INDICATED G 1 �f ISO DI _ 2 E � 9EP A � '*,-,-CIRCUIT OR CIRCUITIfiHEAT PANEL ,• 11 t7 F STROBE 11O CD AS AMPERAGE OF SWITCH _SMOKE DETECTOR ATS AUTOMATIC TRANSFER SWITCH S sc PLENUM RATED SMOKE DETECTOR ABOVE CEILING AWG AMER CAN W IRE GAUGE BCW BARE COPPER WIREits RX -- BEAM SMOKE DETECTOR RECEIVER BLDG B lLDING TX` -BEAM SMOKE, DETECTOR TRANSMITTER C CONDUIT D L LEAK DETECTOR CD CANDELA 5 - DUCT MOUNTDSMOKE DETECTOR CKT CRCUIT H -- SENSOR 4 C G CEILING _ c -- CAF�84 MONOXIDE OXIDE NDETECTOR COL COLUMN M N _DEM RALGAS DETECTOR DEMOLISH AND REMOVENAT ALARM A L BELL DISC DISCONNECT S FI A R T R WI H RE _LAM AMPS S C L DIM DIMMER 6f NEW These plans are an Instrument ` of service and are the property' �� }C, of the architect. of y will be prosecuted.",... Contractor shall verify ap fi 0 tis n dim conditions d dimensions o be responsible for field fit an Q uantitY of work. No ailowana shall be made k9 behalf of th contractor or or negra for an feat on his Scale Drawiiig' Na. Project No. N6P=4 Date ?>2t#�103 Drowin9 By, C1EO 1":,* . Checked By � These plans ars an Instrument of service and ars the property Cjs' NEW of the orchitect. Infringemsn will be prosecuted... �P Y" 'T , ;. Oontractor shall verify all d conditions and dimensions n be respanslNe for field fit LL quantity of work. No allow shall be made In behalf of contractor for any error neglect on his part. 6 46 Scale A5 NOTE Projed No. x Nb . AM4 'DrawingNo. Date 1 0110 03 Drawing By CTE3 ticked By - � " I I , I I - � I I I � � I I I I I I I I I 1 I I I I I I I I INDOORS OUTDOOR§ ' - � 1, - I � I I I I .1 " �� I '' I I I 1.,,-EXTERIOIR� WALL � � I I 1, I 1, I I I I I � I I I I � , I - � I I I � I . I I I I , , 1� I I , � �, 1"': ,,� 1: I I I I I �, I � I 1, 1� I � 11 I I I I I I I I - I � I'll I I I I I 11 I I I I I .�', 1. -3-#22 & 1 SHLD. I - I IF us 1% ,%.� 9 a I I 40- %O 5 %.F 2 It a- 7 2 .,�. ,,, � _� , 11 I I I . I I I � I I � I I I I I ''I I 1�1 I "I ''I 1 - . I I 1: I � I � I � I I I I I I I I I 1 � I I I - . - I I'-., I �, 11 I I I "I I I � 1, . I- 1, " 1. I � I I , , I � I � I I I 1� I I I I � I I 11 I I I � -1 1-1 I I I I I I 11 .1 � I I � I I I'll I 11 I � I I I 1, , I I I I I I - I � I I I "''I, I GENER , - GENER I ATOR ' ATOR - ' 'I, � I � 11 11 I.: I ' I I PAIR* 22AWC I y STAIRWELL ' / I I � 115 Stevens Avenue , I I I I I .., . I I "I I'll � � I 11 . � 11 11 I'll I 11 I I 11 11 I I 11 I I - 1- I ��, ��, �, 11 11,11 11 I I � I I I I I I - I I I �, , I I I I I I I ,� 11 I I � I I � . I", � 1, I 1, 11 � " I "I � �', " � I I I I ''I I I I I I 11 I 2ND FLOOR I I I I I I I � I OL . ENCLOSURE -1 . �, cONTR� 7 : -7 I � I I I " � I I I 11 r. � - . 1 Valhalla, New Y6rk 10595 1 ,. .�: " � I 11 � I I I I � 11� I- 11 I I I .1,11 -1 � I I I - I'll I I � I � I I I � � I I I I , 11 I -, I I " I I I I I 1, - ''I � - I - I- I . I � I "I I I I 1 11 PANEL. 1�1 I I I I I . I I 1 I I/ � I -t L=1 . - 4- __ � .1 MAIN FIRE ALARM � � I I I I � I � I %,_ I I I � I � I ,� � I I I I , , I -11 I I I � 11 I � � I I I I I I I � 11 '': � � I . I I " I I " I I I � 1� I I I I 1, I 'I, 1, I I % 11 I I I I I I ,,, 11 I DISPATCH f�oow , '1 �, � I 17', I I I I I I I 1 1 1 � I I I I I I I I 1 � I I I 1 I I I I I I I I I I , I I � I 11 I 11 I 1, I I � ,L I'- . 11.�, I I I I I I : �, . , � - �, I � I �, �_ I I I ''I " I : I I I I I I . � . . ,i�11 I �_,', I . 11, I I I I I I I (KAP� I � I I I I I I I 11 I I I I . 11 I 1: � I I I "I � I I . , I I I I � _______1 � I . I I I I 11 I I 11 � � I I I , I 11 I - I I � I I . � I I I I 1 I , I 'REMOTE ANNUNICATOR' ' I , ,� I I 11 I � I I L " ,� � I I I I , I I I I . � I � I I I � I I . I I I I I I / 1, I 11, I � I I . � I . I . I I I 11 - ,� I I 7716, � I I I I I I I' - 11 I I . - I I - :1 I I ,' 1, �_ �: - 1, � 1; - I . I I I I " I "I I I ,,, I ,� I I � . I � I - 11 � I � I '' 11 � � PANEL. I -1 � I',, -1 ,�, I " "� I ,�, -, 11 � I � I I 1, 11 11 1, I I I I I I � � � I',, I I - I � � I I I I'll . 1- I I 11 I I I "I . � 1i � "I I rl___� � I . I I 11 � 11 - I 1, ". � � I I I I I I I 1*11 I �, " I I I I I I 1 PNL EP8_7 ,(lP--720A) I I ,' � I I I 1. I I I I - I I I " I I 11"' 11 " I 'I I I REMOTE RESCUE I I I 9 I I � I I I r-:, , , , " � 11, I I I I 1, � " I "I I I I I - I I I I I 1, I I 1, I I I e', I 11 11 11, I � _1 11 I I ,. 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I I I �� I 1 1 I I I I I I I I I � " I I I I I I . - "." , " - I - I I I I I I , : I I I I - I 11 : I � I x:, � I I '111 � I I � I I . AWG TWSTED SHIELDED TO � ,-, _:_ I I I I I I ''I I I I I � , : � I ,-, I - I ''I I 11 I � I I I I . I � I .1 I I I I j7 I I . I : I ___j ' 7 ,� CONTROL WRING. ,, I I 11 1, I I I I I I I - I I I I 11 I I 1, I - I I I I .1 " I � I I � - RESCUE ASSISTANCE. I I I � I I , _ 11 I .1 I �v I , 41 C � I I I I _ GENERAL AIR I I I I . I � I I I- I I I ,� I �, 1"), - - . � I � I I I I I I I GENERATOR � � I . � I ,� , 11 : ,1 I I � I I I I I I I I I I I I I I I I - I I I I I � I I I . I I I I - � I - I I � I �11, I I I I �', 11 I I I I I I I I I I . I I I I _ I � � � SYSTEM MASTER STATI I I I , , I COMPRESSOR I I . I � . � I � I I 11 " 1. 1� I I I 11 I . I . � I � �, 1, I � . 11. I I I I I I . I I I I �,zl "I I 11 I I 11 I I I 1� I I . 1ST FLOOR I . I 'I, I I � I � 11-1 � I I I 1� � I I I I I I . I 11 I I I I I I I I I I GRADE , I I I I I - I I I , � _ I 11 RASP I I ' IN DISPATCH ROOM WITH 2 1 I I I I I I I I I 2 I 1 -#16 � I I I I I I I I I I I I 0 " D I A _ -1 I I - , - -_ I ; - , 1, I I .11 11 I I �, I I , , , I I I I I I , I '' � , �_ I I I � I � I I � � - , _'', I , I , � I I I � 1, I I I .1 , . � � I � ' I I � I � I - I � I 1 "'.1 1� I I I I : - I— I I - I � I I I I I � �- I I I I I ,11. , I I 1: �,,/4"C WITH 3 PAIRS #1 6 1 1 1 I I 11 I I I 11 I I I I I", I V I I I � " I I , ) I I I I I I I I I 11 I � I I I � I I I . I , � I I , ZON I I I I I I I I 11 I 11 I . I I I I I I I I I I V � 1 -4 . I I HTs �-�, �-� �-�r I ,� I 1%_� � �� I , '' � - I ''I .11 I I I I � I I I I 11 .11- I 11 I � 11 � �_ 11 I I �� I I ,� .,,,I � I 11 I 11�,.,� I @) �, � I I I I I LYN _C H I, I , I � I I I . I . I I I I I � I �� I I I I I , I I I 11 �_ I � I I I I - I I I I I I , I , I I I I I � " �� -_ ,,�:�'� I I I I I I I I I � I I I I - I I . I -1 AWG TWISTED SHIELDED TO' I I � ��', - I I I I I I I I I I I I � I I I "I i I I I --- � I . 1 I I � - X I I � , I I , I "� I . , - I I � I I � I I I 11 I I I I I - I � I t:b. I I I � I I - ,_ , I � I � � I .1 I I � I I I 1� I' I I I I I � 1'�, � I I - 11�1 I I I I " I I I el I � I I . I I ' � I ASSATTISTA �, 1, 1, I'll, I I I I I I I 1� I ,: � ,,, � I � .1 �- � 1, � I I I . I . � I G � I . I I I I . � I I I I I I .11 I I 'ENERATORICONTROL I I 111. I I - I I I I ,�' I I -I ", I � , I � I I I � I I ''I ROUTE, BURIED CONDUIT ALONG I I I I , >'\'-- 12OV, I I � I I I � I � I . I � I � I " I I I I I I I i 1-1 I . - I I I � I , I I I I 11.1 ,,, I 11 I I I I I @ I : : ; , I I � I I I I I I— � - I I ' � I 4,-#1 �& !-#6 GN'D IN, 1-1/2"C. I I . I I "I I I ''I'll 11, � I I I - I I I, ' I I I 600A,, 208Y , /12OV,,,30, I I �, I � I I - I I - � ,� I ''I , I . I I I I - I I I I I., " - I I , 11 11 I - I 11 . � I I � I I 1, PANEL, 2 PAIR_#10 AWC I , . I 11 I 11 . I I I I I ''I I I �, I I I I WITH POWER CONDUITS. I 1, I I I I I I � - I I I I e I T 11 I ! � � 1 . I � \1 '1� I I I 11 � I - F F' , �_" I � I CONSULTING ENGINEER I ,� 11.11, I I I I I I I I � - 11 I , - I � I I � I I - I 1, I �, I I I I 11 � I I I I I I I I �� OL � I , , � I 11 . I I I �. I � I I 11 11 � I I I \_1 : I I I I I I I . I I BASEMENT ,� � I I I � I . . I I I �': " I I � �,J .1 I � �'',. � I � I � , I I I I I I I I ''I I - I I 1, � I I I I �1, � i ''I I I I I I I 1, I I I ANEL. ,I I � I . I I I � 11 � I . I I I I 0 . I ' � � � I I I 2- #6 & !-,#10 GND,IIN 5/4"C. , . " I I "', I I I'C WITH -20 PAIRS #1 6 AWG I I - I I I I I � . I .1 I I 11 I SEE SCHEMATIC DIAGRAM. I � : I I I I NEW YORK,,s DALLAS I 11 I I I , I I - I , �:, 11 I . I I I I , ��, , ,,,,, � � I I � I � - -1 I— I I I I ,� , I I I I I I I - I - I I � -1 � I � 11 I 1�: I I I I � . I I I � I 1� I I'll . . I I I I � I I I I I : I I I ��, 11 I I - . I I I 11 I I � 1 I - 'A I - I-, I 11 TWISTED SHIELDED TOREMOIE I TP I I I I , - I I I � RESCUE ASSISTANCE SYSTEM I I I I I 11 I I so &w&#my WM6m W 10532, I , ,- . I _,_,� 11 , I I I � I I . I I � �11 I AUTOMATIC, TRANSFER I �:,L _: ' I ''I I I I',, I 11 I , I I I I I I I I I - I I 11 I I � I I . I : I I � 1 I I ANINUNICATOR, 3,PAIRS #1-6 AWG I I I I W 914.7A7.28W hm 914.747.OA53 , I I � I I I I I I I I I - , � I I I I I I I : I I I ,. I "Ill I I ,,, I SWITCH. I -� I : - - 11. . , I , ., I - . I - . ;. - - 1� . I I I I I " I I I I 11 1, 1, I I ''I . I : I I I I - I I : � " � I I I I - I I I - I 11 I I I � I I . 11 I 'TED SHIELDED'TO AUTOMATIC, , TWIS I I � 11 I I , I **"Al,a�LDIAGRAM I I I wwww1cmixom I I I I .�,,�� ,- - I � I .11 I I 11 I I - � ''I � 11 I I 1� �, '' � ��, 11'11� I 1, ''I I �� I -1 I I I 11 ''I 11 11 . 11 1. I - I I I I I , , � . _ I � I I �'BASEMENT I I I I I I I TRANSFER � SWITCH & 2 PAIRS, 11 � I I � � I ("2 - I I � . 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I I _@ I I , , � I r___ I - . 1 I \-2-#16 FOR ACTIVATION - �1, 'I,' , " I I I � I I , I I ,, I I � - 11 I 11 " I I 11,� I - 11 I I I . � � I 11 I , - - I I , I -, I I I I EX. PAD MOUNTED � I I/ � I -t L=1 . - 4- __ � .1 MAIN FIRE ALARM � I � I 1 I �_, I'll � 1, � _ � I � I ;� , ,:" ,,, � 11 11 1� � I ''I I I � � 1, -'c:: I �; I � .11" I UTILITY' TRANSFORMER. , 3P -175A C13 � I � I I ELEVATOR I � I � I I TR OL ADDRESSABLE CONTROL \ SMOKE HATCH. , I I � I 11 I 11 I 1, I I � ,L I'- . 11.�, I I I I I I : �, . , � - �, I � I �, �_ I I I ''I " I : I I I I I I . � . . ,i�11 I �_,', I . 11, I I I I I I I (KAP� . I _ 'r I I " - I 11 I I I I : I : LOOR_ I PANEL ON FIRST FLOOR. - � � � I I I I � I I I I I 11'' -, I I I I _ I I 1i "I I 'I', I � 11 I I � I I I I I I I 1, I '' , I I I I I � I I � 11 I I I I I I . 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SEE SERVICE I - I - I ot--owik, W_ I I I �� , I , � , 1 I 11 � I � I I � " I I I 11 I I I - I I I 11 I I � . I I I I I I I I I 0 V . I �_ F F AUDIO/VISUAL I ,� : .11 I � I - , I I I I -, I , - I I I � I,- I I ,�., c ;', "', : �, 11 I ' , � ,,, I _ I I " I I I � '-1 1. I I I I � , I �, I 11. I "I I I I � I I � I I GROUNDING DETAIL. I � . � -11 I I I 1- I I I ,_ I � "I, I � I � I "I I , I I I , I � 1� �11 I I I I - 6 - , I I - I I � I I �, I . " I 11 � I I I BATT ERY I I I I . I I DEVICE.' TYPICAL. I - : �, �,,�, �, I I I 11 I 1�1 �, I � � I I ,,�, " , , � I - I � I j I �_ � - I � 11.1 1, '"'I � " 11 I I _ I I I "I I I I I I � I � I I . I I I I I I I _. I 11 I I , I I � I I � I I I 1 I I I I , I I I " 11 I I I ,� I � I I I I I I BACK -UP. - -# 1 2 16 I I/ I 1 - , 1, I , I I , I I I I � I I I I , I I . I � 11 � I . I I �� I �1. . 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I " I "I I I �, "I ,� I I ,,, I , I I I I I I 11 � I I � I 1, * I I I I � , I I � . I 11 11 I I I I I I I , I ''I I I I I I � I I � I I I I - , `N I I I 1� . I I I I I I I ' I - I I I ' I I . 11 I I I I ZONE MODULE FOR ., , 1-� , _ � I . � -1 � I_' � I 1�11 � I I I I -1 I I �' � I � � ' - "," �, �- � , - I I I � � 1:1 I -1 �. � I I I � :' 0 11 I.-_ 1� �' I , I I 11 ' I � 1� I I I I I -, +� #1 0 & 1-#10 GND_ IN -3/4"C. � 1, 11 I I - 11� I I � I � . r, I I I I 11 I I ��_� �, I AUTOMATIC I I I I I I 11 � I I I I I I PANEL. � I � I I I I I - 2-#16 I � I I � I I I I I I I ,I ELEVATOR RECALL. I : I - - , � 11 "I ,�:�� '' :1 .:, I I I � � I I I � -1 I . I � - 'I, �' I I � � - I I - 1 � I : '@' I I 3-#1 0 &,,l-#10 GND IN 3/47C. , I I I I . I I I I I ... �,i� .... �, ... �,i� .... I � , I TRANSFER I I . - : , "I "I I I I I I I 11 I " � � I I I I � � IV -1 � 1, 11 .1 � I TYPICAL. I I I C I I 11 � ' _fELEVATOR - I I ,�'� I � I I I I � , I I I I I ',�, � � '. '' 1. 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I 1,5 KW..�� I )KW 1, I I I , 1. I I I NEUTRAL. , I I I 2P -50A OB 1 4 I (H I I AA I I , , I COMPRESSOR I I . I � . - 11 � - � V I " I I I I I � I F, I . I I I .111, I I I . I I 1. I I "I I , . I I I ,�', 11 1� I 1, 1. I I I 11 I I . . : (D - � I � � I � I I . � I , ,-, I I � � 1 1, � I . �, ' 2" 1 ' I 'SETS OF 4-#25OMCV & 1-#2_ GND IN 3"'C, 9ER T R , � ,GENERATOR, ' ,,, ', I I I , . I , �. 11 I I I I I I , , .- - I I I _ I I _ _.�. : I , I , I I I I I I 1 I I I I I I I I 2 I 1 -#16 � I I I I I I I I I I �� I I I ''I i � " 1. I . I I I I , , I I � I , , . ; , I I I , ,_, , (D I 1� 11, I � , , , , 1, , � I I � I I I ,2, SETS OF -, 4-- M, -'M- & " 1 --- #2 GND IN 4��C. � #2501_� 0 I jj�r , I I ' , - I I A f,jj� I ,5OOA:C1RC0IT , � - ' I I I I I I I I I , I 11 . I I " I, I �� I I I I I I I I I I I I - I `�',_ � I I � I I I I I I I I I I I I 11 I 11 I . I I I I I I I I I I V � 1 -4 . I I HTs �-�, �-� �-�r I ,� I 1%_� � �� I , '' � - I ''I .11 I I I I � I I I I 11 .11- I 11 I � 11 � �_ 11 I I �� I I ,� .,,,I � I 11 I 11�,.,� I @) �, � I I I 1 11 I 1 1 - " I I I 2'S&S .'OF 1�4-435OMCM IN 4"C. , 11 � I I I I . .,� - I I I "I I ,BREAKrk' I I I I 11 � I I -1 I "I . , I I I I 11, I I I I ''I I . I I I I - I I -, , I I I I I � I - I � I'' . I , MOTOR CONTACTOR WITH I I I ,- - I , � ' I I I I I I 11 I I I I I I I 11 I I _� I ! 1, I � I I - ,_ , I � I � � I .1 I I I 11 I � � I I I I I - I �, I I � , ,; I , -1 11 � I I I I � � 11 ___ I I 1 : � � I I � I I I I I � � I I ''I � I ''I I I . I I �, I I � 11, I @) � , , I , I I , I I I I �, I I I , I I ,�� 1� 4� 1 �, ��, 11 � I - -#, & :1-#,8, GND,IN - , I - � I 1 ` 1/4",C 1 � ' "I I I 1� I' I I I I I � 1'�, � I I - 11�1 I I I I " I I I el I � I I . I I " : I I I ,� " I I � I . I 11 I I I , , I - I . I I / I I I ASSOCIATED TIMING RELAY I I I � � I TO BE SUPPLIEVAND I I � I I . I " �, 11 I 1 � I � I I I I I � I , � � 4--7- #1 6 11 I I I � I � I . I � I � I " I I I I I I I i 1-1 I . - I I I � I , I I I I 11.1 ,,, I 11 I I I I I @ I : : ; , I I � I I I I I I— � - I I ' � I 4,-#1 �& !-#6 GN'D IN, 1-1/2"C. I I . I I "I I I ''I'll 11, � I I I - I I I, ' I I I 600A,, 208Y , /12OV,,,30, ''I I I I I I � 4W --'\ I I I I I I I I I I 11 1, � " , � � /__Q 2P -150ACS -/7(�) e , 11 I - I I INSTALLED, BY THE I - I -1 I I I I I I I I I I 1 I I I I e I T 11 I ! � � 1 . I � \1 '1� I I I 11 � I - F F' , �_" I � �, , .�, I � I I � I 11 I I I � I I I I I I I 11 I � , - I I 0 , I I 4, -#1/0 & 1-#6 OND IN 2"C. - I 1� I I I I I 1 NEMA -1. MLO ,7 EMERGENCY � , , 11 I �, � ,,,(14ACR /I 7 I I I- I I I I I I TRACTOR. I BASEMENT ,� � I I I � I . I 1-1 17' , I I I � I I I I I � I I I I I I I I ." � I 11 ,�,, � I � I I I I I I I I @ 11 I ''I'll, I I 1 I ' � � � I I I 2- #6 & !-,#10 GND,IIN 5/4"C. , . " I I ' TION DfSTRIBU I I PANEL., � I I 1. I I I I � 011 � � I I I I I ''I I SEE SCHEMATIC DIAGRAM. I � : I - - I I , � I I I 11 I I I I I � 11 I � I ,� I I I -- I I I I I 1, I I I I "I I I � I I I I I I I : I I I ��, 11 I I - . I I I 11 I I � 11 �'i, I , I I I I I % I , I I I " I .11 I 1 104� I � 11 I � I I I - 1 of I _. I I I I I I,,: 1117,f;N0 1 $I : , , I I I I I � I I e I � I I,/ � I I I I I I I I I " " I I I I I I I I - I I 11 I I � I I I I I I I I 11 � � I I I ,� I 11 � � -1 1, I I I ,� I I I I I I � I I Project Title I I I - I I . FIREHOUSE .1 -11 a I I ls�- '' VILLAGE, - I OF � , I I RYEBROOK , , I ' . I . I King Street, , I I I � I Rye Broolk, NY � - I I I I I � I � ., I Drawing Title � � � I I I ELECTRICAL ONE -LINE AND R16ER DIAGRAM$ I o - I - - -1 I I I I � I I I I - -, I I I'll I � I I - I I 11 " I 1. . I I " I � I 11 j �ff/ , 11,4 1 - I /_ k" I I I � . � - " �� I � I I I I 11 � I I I I � I I I I - I I I ,,, If I , , � . I I 11 I I .C--a%;p% ;,w I I I I - � I I I I - I r.-, � ... I '' � ", � I � I I I I � I I I � I I I � I , I . - I I I I I � � �. I I I I I I I I I I I I . I 1, I I - � I 11 I I . I FIRE ALARM RISER, DIA GRAM I � 11 I -I,""--". I -00- - /, I I I I I � I I I I I 1, I I I I I I I I I I - : I � I -1 I I 1-1 I I I � 11 I I 11 I I I .1 �:, _; � I � I -1 I � � I I I I I I I � . �, I � I I I I � I I - I I I - 11 11, � 1� 11, I I I I I I I I I I -11 I �. I � I I I � , , I I � I I 4 �_ ., I I I 1_ I I I I - 11 I I I I I I 3P-10DA CB , I : I I 1, � I .1 I 11 � I I I r1*4. I I I :1 �_ I � I 1, I , 11 /__(�D I I 11 11 I 11 I I I I I I 1, I I I I I KITCH I EN RANGE. I "I I I I I i '' I I I'll I I I I I I I �, I I ., I I I I " 11 1 1 1 " � � I , I SCALE:, NONE, I I I I I I I - I I I � I I I I I I I � � 'the" pion* are an Instrurnent of Service qnd'are the prop-ty 1 1 6f ' I I NEW I I I I - � � � I . I , . I I I I �, - I � 1, , I ''I I I ,� . -LINE DIAGRAM I ONE , NQTE S I 11 I � �, 11 I I 11 I . I I I . I ,�, I I - I I'll 11 I - I I I � . I I ;0� I I I i �, 11 - I I I I I ,� I - I I - I . I I _,� 11 11 � � I I I I � � �, I I I I 1. I I I I I " I I I I I I - I I 11 I � I I 11 I of ", architeOt., ft -1.11-11- I W111 be - C'K F I GO 4 1 I I ., I I I , "I � 1 , 11 I I I 1, I I I "I _1 I I I - I I 0 '' I I � , � � I I I I , 11 1:, � , � I I I , , I � , I I I I "I - I I I I I 11 , 'i0A CS '" I : I I : I 3P-15 - I I . � I I I I ,� � I , - - , .1 , 11 �: -11 r`%�_ I I I I I � I I :, , I I /� I 1�1 'I � I -_ U11 - I I �, ; -1 I I I I I � I � I �� I EMERGENCY.. 1, I'll 11 I 11 I - I � I I - I I , . I I , I I I I I I I � I I � ". I I I '� I - i I I I . I I I I � I " I I I , I � I I I I . 1, 11 I � prosecuted, I � 11 I & . 0 , . 11 11 I I I 11 �� , � ; , I I I � - . I I � � I I I ,� I 1, I " , I I I �11, I - � - I � 1, .,: I I I I I I I I 11 I I I I I . I I I I I I I r I � I ''I I � I I I 1.) AN ENGRAVED LAMACOID PLAQUE SHALL' BE AFFI R:` " ' - 11 I I I "I, � I I I ''I I I I I I I Z, I I , 11 I � - I " I � I , I I , - 11 _: I .,- . 1. " ,,,, , I I I , I � I I -1 11 , , 11 �� , " - I 1, I 125k(MI, , , " 11 � � � 1, I " I I I I I I 1, . , ;;�'. 1% - - � I � - I , � . " ; , � �, I � . I I M , , , ""'PANELBOARD, "EP1311. I I I I 11 I . r- *"%� I I : , I I � I I ; � I I ''I I � I I -1 . I I I I I , I I I I I . I I I I I I .1 I . 1, �, I � I , ,, , � I I 11 I I I I I I RISER � I 11 I I ' NOT , I I I I Contractor'ahall wity all 0 11 I conditions andAlmanitans I be responalb4s field fit _1% I I � I - I �",�� -, - I �, I I � � % �� '. I I . 4 I ''I I I I I I '' I , �,: � '' _� , ADJACENT'TO THE MAIN' SERVICE, EQUIPMENT (DISTRIBUTION, BOARD ' . I 11 I � . I 1� - I : I I I,,- � ` I I ��, ''I 11 11 I ,� I I I I toll.. I I I � I I I 1 � I I / '11u, I �', 4� I I I 1� I 11 I � I I I I I � I I I ,: 1 I 11 � I I �, I I I I I I I . I �, : I _1� I I I I I 11 r I I I I I I " I I 1� , I , . 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SWITCH BUILDING : SECONDS), LOCATED IN LOCATED AT COMPRESSOR. .BASEMENT ELECTRIC ROOM. ,y EPB -14,1.8 .SQUARE—D, GLASS 9050, PANEL EDP—1 HELD NEMA TYPE JCK14, VOLTAGE CODS (1P -20A CB) 2 #12 ELECTRICALLY , F VOLTAGE ;. V2fl OR EQUAL. & 1—#12 GND. RATED, FULL. NEUTa,ats �. a s c Q E F CONTACTOR IN NEMA -1 N P F �L MECHANICALLY—HELD ENCLOSURE CAPABLE ,. �_ ___-_ _ _.- EPB -23 t3PEN o C CONTACTOR PANEL EDP -1 # CONTROLLING A 5HP, 208V, , ��-20A CB # # { } 6 POLE I N (1 P -20A CB) # CIRCUIT # 2 1 & Al e c O e SINGLE PHASE MOTOR, # z 2— 12 & 1— 12 _ # ON: p�It)TOeE�I.,- 12 cryo coo c BASEMENT SQUARE D, CLASS 8502, 1# # GN ,�T, ,CUFF: PHOTOCELL� � ELECTRIC ROOM. D. TYPE S, VOLTAGE CODE V02 # # # # ,� LJ OR EQUAL. # a # CIRCUIT #1 # UWTI c # ? ON: PHOTOCELL— 7. (POLES) CONTACTOR 1 R H y OFF 208V, 1 FEEDS FROM ELECTROMECHANICAL TIME CLOCK, THREE I CIRCUIT 3 H H PANEL EDP ---1. # # 1.) ALL CONTACTS SHALL BE NORMALLY OPEN. # ON. T►MER s CIRCUIT, 7 DAY, WITH # # CTRI ALLY H NEMA ELE C L ELIC, N BYPASS OFF: TIMER MANUAL B ASS "? i t\# 1 G?C"I bv� Ah#tl 'f''("11ti#Tdf`Tf1G?C C#-IAi # RP' � n Awt~rr� ra €c t tsr%a 'rAr+r „ i 44 - . OPEN o ` CONTACTORACTOR -POLE IN FI.RS. .,T GENERAL PURPOSE TIMING ac n E 1 . T T F T : c LOOK ELECTRIC RELAY ON DELAY TIMING CLOSET.. NE AL MODE, ADJUSTABLE GE R B KNO EXTERIOR M COMPRESSOR. TIMING RANGE 1.2 120 LIGHTS . : ON CONTACTOR 2SECONDS (SET TO 30 MANUAL DISC. SWITCH BUILDING : SECONDS), LOCATED IN LOCATED AT COMPRESSOR. .BASEMENT ELECTRIC ROOM. ,y EPB -14,1.8 .SQUARE—D, GLASS 9050, PANEL EDP—1 HELD NEMA TYPE JCK14, VOLTAGE CODS (1P -20A CB) 2 #12 ELECTRICALLY , F VOLTAGE ;. V2fl OR EQUAL. & 1—#12 GND. RATED, FULL. NEUTa,ats �. a s c Q E F CONTACTOR IN NEMA -1 N P F �L MECHANICALLY—HELD ENCLOSURE CAPABLE ,. �_ ___-_ _ _.- EPB -23 t3PEN o C CONTACTOR PANEL EDP -1 # CONTROLLING A 5HP, 208V, , ��-20A CB # # { } 6 POLE I N (1 P -20A CB) # CIRCUIT # 2 1 & Al e c O e SINGLE PHASE MOTOR, # z 2— 12 & 1— 12 _ # ON: p�It)TOeE�I.,- 12 cryo coo c BASEMENT SQUARE D, CLASS 8502, 1# # GN ,�T, ,CUFF: PHOTOCELL� � ELECTRIC ROOM. D. TYPE S, VOLTAGE CODE V02 # # # # ,� LJ OR EQUAL. # a # CIRCUIT #1 # UWTI c # ? ON: PHOTOCELL— 7. (POLES) CONTACTOR 1 R H y OFF 208V, 1 FEEDS FROM ELECTROMECHANICAL TIME CLOCK, THREE I CIRCUIT 3 H H PANEL EDP ---1. # # 1.) ALL CONTACTS SHALL BE NORMALLY OPEN. # ON. T►MER s CIRCUIT, 7 DAY, WITH # # CTRI ALLY H NEMA ELE C L ELIC, N BYPASS OFF: TIMER MANUAL B ASS "? i t\# 1 G?C"I bv� Ah#tl 'f''("11ti#Tdf`Tf1G?C C#-IAi # RP' � n Awt~rr� ra €c t tsr%a 'rAr+r „ i Project Title FIREH MUSE • r VILLAGE OF RYE BROOK King Street Rye .Brook, NY Drawing Title ELECTRICAL 6CHE7ULE5 ANIS NOTE 'ihesre pians are an instrument G of NEW of ■WY40 and ars the property ;::.. " Of the architect. Inirin emenf K F , ,... - .. - ..._ ,... .. .. - wlMhe eecuteef.:." pro. L . - Contractor eheett verify all r Y ' : .. ,. , ... .:.. CDRditiens and dimensions ,.... be reWanulWe for field fit antit of work No oil n . WY owa Olt shall be made in b�hal of contractor for an rro �4 iewt on hie a Dart'... l 5ca e AS NOTED m fora Nc. N 4 > � Drawing N a to n. g Date MA0103 Drawn BCTE66 r: Checked By 5 s tt4' 1 ��f\t '14+d� INSTRUCT'IONS.. • NONMETALLICRACEWAYS D T .., - ITS# V4 ..4. i, :T. i. f.,,., #..- T... f T # \/.=R ). b.. ... s f t .,.T.. a. WOOD STUDS MINERALW O , S WOOL. BACKGROUND WITH DETECTABE ALUMINUM RED BACKGROUND WITH DETECTABE : FOIL LAMINATE, AS MANUFACTURED BY ALUMINUM FOIL LAMINATE, AS _ PQSTELECTRICAL I~LIGHT ITH E P RESPECT CU MINIMUM UM WOOL M —METALLICi CONDUIT TRENCH AREA SHALL BE REPAIRED NTDU6R--E 'OR EQUAL. - INSTALLATION DETAIL. EXTENDER . DENSITY"4P CF GRADE ' i l i r w r v r r r r r r b f #'^"• "^"I( W' a wr.: a a . IIIIII br "W 5 TYPICAL. L [I a i J # SHALL BE SUITABLENL WWw a♦r Jar 1 i 1 BACKFILL FREE OF SO ID w ♦ SCALE, NONE NOTES: SCALE. NONE # , ,.'. :..r.-. -.Vawi THAN 6" MAX IN . i bw t t b i W Wi ♦ ♦ COVER -.,,,. r „ - U DERGROUND MARKING TAPE HAZARDOUS UNDERGROUND MARKING I — T PHON N TAP E- D CAUTION — L RI ` . LABELED OAUT ON ELE ELI E E LAB LE E ECT C � , 74 1. FIRE STOP SLEEVE ON UPPER AND UNDERSIDE OF FLOOR SLAB' WITH 3 HOUR E E E _ ---N�t t�Qt Rai ♦ A W i b a i b w a ♦ W r b J # W a i IN 8" LIFTS. # # i b J i b W a-# W i b a:# a k b W #NUI TS.' _ a r w r v v • w r r w r v W. v ♦ V W b 4A<_ SLAB �� RATED FIRE STOP AS MANUFACTURED BY SPECIFIED TECHNOLOGIES INC. SPI 1/4"' M; IN DEPTH RATED GYPSUMSPEC ff OUND • SEAL PENSIE 200 SILICONE FOAM. HILTI FS ONE FIRE WALLBOARD i i�/ F A• 74u �� /� # „ 2.. P KE--THRUS SHALL: BE IN 2'-0" APART FROM EACH OTHER TO MAINTAIN } 0 M STOP OR ACCEPTED EQUAL. r FIRE RATING OF FLOOR. TYPICAL. 3. ` INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCT'IONS.. "TABLE.0 • NONMETALLICRACEWAYS D T .., - ITS# V4 ..4. i, :T. i. f.,,., #..- T... f T # \/.=R ). b.. ... s f t .,.T.. a. BURIAL DIRECT BACKGROUND WITH DETECTABE ALUMINUM RED BACKGROUND WITH DETECTABE : FOIL LAMINATE, AS MANUFACTURED BY ALUMINUM FOIL LAMINATE, AS _ PQSTELECTRICAL I~LIGHT ITH E P RESPECT CU TYPICAL CONDUIT EXTERIOR TRENCH AREA SHALL BE REPAIRED NTDU6R--E 'OR EQUAL. - INSTALLATION DETAIL. FOURWAY AI DIFFUSER DETAIL R E E A P TRA I� DETAIL L� EI F T DI= A GRADE ' i l i r w r v r r r r r r b f #'^"• "^"I( W' a wr.: a a . IIIIII br "W 5 " [I a i J # SHALL BE SUITABLENL WWw a♦r Jar 1 i 1 BACKFILL FREE OF SO ID w ♦ SCALE, NONE SCALE, NNE SCALE. NONE # , ,.'. :..r.-. -.Vawi THAN 6" MAX IN . i bw t t b i W Wi ♦ ♦ COVER -.,,,. r „ - U DERGROUND MARKING TAPE HAZARDOUS UNDERGROUND MARKING I — T PHON N TAP E- D CAUTION — L RI ` . LABELED OAUT ON ELE ELI E E LAB LE E ECT C � , 74 PROVIDE DR G N EHAZARDOUS A IN AT CONDUIT. �. . � . _ �..� D _ ---N�t t�Qt Rai ♦ A W i b a i b w a ♦ W r b J # W a i IN 8" LIFTS. # # i b J i b W a-# W i b a:# a k b W #NUI TS.' _ a r w r v v • w r r w r v W. v ♦ V W b "TABLE.0 BURIED BELOW". TAPE SHALL BE 6" WIDE LLN BURIED BELOW"_. TAPE SHALL BE NONMETALLICRACEWAYS D WITH BLACK LETTERING ON A ORANGE 6" WIDE WITH BLACK LETTERING ON ,A BURIAL DIRECT BACKGROUND WITH DETECTABE ALUMINUM RED BACKGROUND WITH DETECTABE : FOIL LAMINATE, AS MANUFACTURED BY ALUMINUM FOIL LAMINATE, AS 1t R r A OTHERAPPROVED PANDU#T .PART NO. HTDU60—T OR EQUAL: MANUFACTURED BY PANDUIT PART NO. TRENCH AREA SHALL BE REPAIRED NTDU6R--E 'OR EQUAL. TO MATCH EXISTING CONDITIONS. UNDISTURBED SGII~ r (TYP. BOTH SIDES) GRADE ' i l i r w r v r r r r r r b f #'^"• "^"I( W' a wr.: a a . IIIIII br "W A 8"MAX. X ' BALANCE OF BACKFILL V w r v r ri ra X♦ Mi 8rWr " [I a i J # SHALL BE SUITABLENL WWw a♦r Jar 1 i 1 BACKFILL FREE OF SO ID w ♦ . , ..- bir b ♦r MATERIAL GREATER r f ♦ W W # J i r r ♦ W a SEE'MINIMUM Jrr Jwr . # , ,.'. :..r.-. -.Vawi THAN 6" MAX IN . i bw t t b i W Wi ♦ ♦ COVER -.,,,. r i wA ♦wi vbrib - ,01AME EP. BACKFILL r W W J r ♦ r . rrrrrrrawvr REQUIREMENT n .#i♦v W MATERIAL SHALL BE i M J ♦ i a i # ♦ , TABLE.AaEQUATELY COMPACTED POWER '. - ,. ,- ♦ A W i b a i b w a ♦ W r b J # W a i IN 8" LIFTS. # # i b J i b W a-# W i b a:# a k b W #NUI TS.' _ a r w r v v • w r r w r v W. v ♦ V W b 4A<_ SLAB �� f' 6 MIN. 1. , •.� ff OUND • ® a • d # T R TYPICa i1®.. § #E ffr4f r TILL i i�/ F A• 74u �� /� MINIMUM �COVEIR REQUIREMENT NONMETALLICRACEWAYS D BURIAL DIRECT LOCATION CONCRETE ! SEMENT OR 1t R r A OTHERAPPROVED ALL s d NOT D c IN TRENCH�BELOW 2—IN. THICK QUIVAr ! j MINIMUM:OF 4—IN. THICK EXTERIOR[UNDER d • TRAFFIC AND THE t! I�Ilts EXTENDING NOT THM 1 i BEYONDSLA8� UNDERGROUND INSTALLATION. UNDER♦ HIGHWAYS, i fi ! toI i 1► A l AND i� R n • ! ;-,PARKING aIM �w t M Now n#w� K law !W�1'eI/IS0°iIt%6l►X. '.rrrir.,r.dsssr/r.1%#&#arwrk rs/dr9 i/,a.#ai19".rwc�r,�.dl'.le� if®:.*s/a�%�rr/sw•a'rr�r�r+s:R a i t1 s l � COVER ► !TES. TYPICAL., . IiR:r R �� 1fWALL♦: :.. i.. � STEEL FLOOR OMNI BOX—\ A4 #4 AWG WITH HEIGHT ADJUSTABLE t! I�Ilts 1 i II SCREWS, WIREMOLD <r —CONCRETE FLOOR iiiu n E To MATCH SERIESs,�0r i 4A<_ SLAB �� 1. , •.� ff OUND • ® a • d # T R TYPICa i1®.. § #E ffr4f r TILL i i�/ F A• 74u �� /� 2. SUBMITTALS: PROVIDE FCR CABLE, TERMINATIONS, ACCESSORIES & TEST REPORTS. MANUFACTURER'S INSTRUCTIONS: IN ICATEAPP fiCATIONCONDITIONS AND LIMITATIONS OF USE ,. STIPULATED P U T T I S A FI L ED BY ROD C EST NG AGENCY SPECI ED UNDER EGUI ATCRY REQUIREMENTS. PROJECT RECORD JE .ECC.. D D C3CUMENTS. ACCURATELY RECORD ACTUAL SIZES AND LOCATIONS OF CABLES. 4. OPERATION AND MAINTENANCE DATA, INCLUDE INSTRUCTIONS FOR TESTING AND CLEANING CABLE AND ACCESSORIES. 5 FI QUALI CATIONS. MANUF ACTURERa COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE, INSTALLER, COMPANY SPECIALIZING NCIN INSTALLING NG.PRODUCTS SPECIFIED IN THIS SECTION WITN MINIMUM THREE YEARS DOCUMENTED 6. MANUFACTURERS. 1 OKON`ITE COMPANY -2 , KING WIRE INC. 3 K } KERITE. TE. FIELD QUALITY CONTROL: INSPECT EXPOSED CABLE SECTIONS FOR PHYSICAL DAMAGE ' PROPER C CONNECTIONS AS SHOWN ON DRAWINGS AND AS REQUIRED' GROUNDING CABLE SUPPORTS AND D N CO NECr > --, TERMI NATIONS F OR PROPER INSTALLATION. PERFORM DC HIGH .POTENTIAL TEST OF EACH CONDUCTOR ., INACCORDANCEWITH NEMA C 8 AND THE FOLLOWING REQUIRED TESTS. 8: T 1 KV THE 5 CABLE SHALL, BE DC PROOF TESTED BY AN INDEPENDENT TESTING FIRM. THE ATTACHED D PROOFTESTI M MP NG FOR SHALL LL 8E COMPLETED BY THE TESTING FIRM AND. SUBMITTED FOR REVIEW, 9, TEST LEVELS. A DIRECT—CURRENT VOLTAGE TEST SHALL BE MADE FOR SOLID, DIELECTRIC CABLE IN 'ACCORDANCE WITH THE FOLLOWING TABLE: RATED CIRCUIT VOLTAGE DC TEST VOLTAGE ,. PHA E !Q. PHASE V KY11 15 4O A. THE VOLTAGE SHALL BE APP I D BETWEEN THE CONDUCTOR AND THE METALLIC SHEATH, SHIELD OR CONCENTRIC NEUTRAL CE - _ U L WIR ' ES 9 8. THE MA IM M APPLIED DIRECT CURRENT VOLT `GE S ALL: NOT BE GREATER THAN THREE 3 TIMES T R HE ALTERNATING CURRENT VOLTAGE RATING OF THE CABLE OR CABLE ACCESSORY. C. THE RATE OF INCREASE FROM THE INITIALLY APP IED` VOLTAGE TO THE SPECIFIED TEST VOLTAGE SHALL B. APPROXIMATELY UNIFORM AND SHALL NOT OVER 100 PERCENT 14 SECONDS R E N B ER EN{ LESS THAN 00 PERCENT IN 60 SECONDS. OFTHE TEST SHALL 1MNUTES T FULL VOLTAGE AND THE DURATION CURRENT SHALL NOT BE RECORDED UNTIL. T.FULL VOLAGE, THE GABLEMlT MAINTAIN THE SPECIFIED TET VOLTAGE FOR THE DURATION OF ,THE TEST TO BE CONSIDERED, ACCEPTABLE: S Q D '10, PREPARATION FaR: TESTING: THE INDE'EN ANT TESTING COMPANY PERSONNEL SHALL COMPLY. WITH THE - FOLLOWING MINIMUM REQUIREMENTS: A. SAFETY .— TO PRECLUDE ACCIDENTAL CONTACT WITH THE CABLES B I'NG TESTED 1.. THE ESTRE T A A N T D R P FAND HE CABLE (S) UNDER TEST SHALL BE,ROPED ED Q F. 2. "DANGER—HIGH VOLTAGE SIGNS .SHAL_ BE DISPLAYED AROUND, ALR P'ED QFF AREAS. .' TEST PERSONNE_ABLETERMINATIONS.SHALL '8ESTAT ONED AT ALL XPOSED. B.CLEARANCES- THE CA_B E.,UND R TEST MUSTCOMPLETELYBE ISOLATED FROM ALL EQUIPMENT. : 1. > TO REDUCE LEAKAGE CURRENT DURING TESTING CLEAN THE TERMINATIONS AND COVER ANY ` EXPOSED METALLIC 'SURFACES S WITH P ASTIC WRAP OR DUCT SEAL TO REDUCE CORONA L U E L E EFFECTS. 2. MAINTAIN A CLEARACE CSF AT LEAST TWO 'FEET ; BETWEEN TEST POINT OR EXPOSED CABLE Project Title FIREHOUSE ■ VILLAGE OF RYE BROOK King Scree' Rye Brook, NY Drawing Tittle ELECTRICAL DETAIL --- 4 Ca F' CLEANOUT DECK PLATE r CO WCO % CLEANOUT/WALL CLEANOUT / . � WH ©R HB W ALL HYDRANT HOSE BBB �-_-- - GATE VALVE -- - GLOBE VALVE CHECK VALVE BALL VALVA -------a-- --- i - UNION r THERMOMETER CAP STRAINER �- P VALVE LUG. AL E PRESSURE GAUGE. n G t$ �a i 4 *i $ ULL N $ APPARATUS �. .. - ARCHITECTURE-P.C. ' . i 115 Stevens Avenue York VrxChaC era New Yo I N 10595 COMPARMENT $ 9 -7 4 14 4 7-4 {? $ SINK .. FIRST R h�OC� � n,. * C�4Y VTR F J 4ff VTR J i. 4 VTR — #_1 2 $ ate, ,.. Sl $ $ I D 2 < 2 r —11 r � 1 1 i* 2-- -T 1,/,2 $ $ l A f � �^ FRESI t AIR INTAKE ., +, 4 fi 'tip ** i r 1-1 ,* j q r '� t} I ca LYNCH ** 4 .� 2 $ I 4 $ $ $ — _ / I $ $ 12" $ $ �►dewTTfsTx $ $ $ 2 t 7 $ $ CONSULTING EN N �lS ._. _ 4;: �{� � 1= LC c� R S E [� $ < ; $ ,. $ FD SHOWER FD $ $ K 1 ,. u ISHOWER $ $ S WE ED x Naw YORK pAiL/1f 50 a Hawthorne NY 10532 - RECESSED IN PIT. .»f+. 1 $ 'J b CO CU sr ], f CO 1 G0 $ ICO 1 t 47 te� � �r.%�.ziio M/W1N.a�'ltf0llt _ $ a $ $ $ $ $ $ f� r- -r 2 f C0 4 $ s t$ i 4 *i $ $ APPARATUS i COMPARMENT $ $ SINK .. FIRST R h�OC� � 1—i 2 Po 2 , �-1 2 FD #_1 2 $ ate, ,.. Sl $ $ I D SHOWER SHOWER f C0 2 A f � �^ FRESI t AIR INTAKE Y] 4 fi 'tip ** rt *f $ I ca ** 4 PROVIDE RECESSED $ 4 fco STEEL COVER E I WASH 2 1 1 /2" / *Y 4 N SE TRAP ` 4U ,$ 4 MACHINE f� 2 f* 4 - RECESSED IN PIT. , > 4 .. r iFD T $FD PCO GOO $ s f, Coco C fN> {�# c f* r, 4 fs rf 4 ] 4 EV. 56.6 TO INV. ELEV.' I 4 4 _ I TE IN 8E CO ORD NA D rf FIELD.) „ r " 4 r n 4 4 SANITARY O UT TO SEINER SYSTEM. NlT R $ $_ G D18GRAM SCALE. NONE . .111 -1 E 1 P6 I I I 11101' T., W., 1 12 'T NAMMINIARMINIL _M 3,00 1 I 1 1 /4" TO 2 1 10 FT. O.C, SYMB10 LS,t, AND ABB REVIATIONS GENERAL ''NOTES T' EQUIPMENT NOTES 4 —1/2 TO 3-1/2" 12 FT. O.C- THEY �SHALL,BE.`,CENI TERED, WITHIN TH CEILING TILE. S U L L I'VisN ARCHITECTUREP 115 Stevens Avenue Votholrb, New'York 10595 914-747-4004 -0�'D I A LY N C 01 A 9 5 A T -T-111,51 A SYMBOL 'ABBREVIATION DESCRIPTION F—T. GENERAL REQUIREMENTS A.) -CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE BEGINNING OF WORK, AND COORDINATE NEW WORK WITH ALL,OTHER TRADES. ALL WORK SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK BUILDING CODE AND THE NEW YORK STATE UNIFORM FIRE_ PREVENTION AND BUILDING CODE. ALL FIRE PROTECTION, WORK SHALL COMPLY WITH NFPA #13, #14, #20, AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR. Y B.)z TO FACILITATE TIMELY COMPLETION AND AVOID NECESSIT FOR CUTTING AND PATCHING. FURNISH TOIOTHER AFFECTED TRADES ALL NECESSARY INFORMATION, WORKING DRAWINGS OR MATERIALS REQUIRED FOR INSTALLATION AND COMPLE TI -ON OF ALL WORK Q.) DRAWINGS ARE DIAGRAMATIC AND INDICATE GENERAL ARRANGEMENT. D.) VERIFY ALL, GOVERNING DIMENSIONS IN THE BUILDING. F' 4. SLEEVES, AND ESCUTCREONS A.), SLEEVES FOR PIPING PASSING THROUGH MASONRY WALLS'SHALL BE SCHEDULE 40, STANDARD GALVANIZED 'STEEL PIPE; (N FRAMED PARTITIONS SHALL BE, 20 GAUGE �SHEET, METAL., THE SPACE, BETWEEN THE PIPE AND JT'S SLEEVE SHALL. NOT, EXCEED ONE—HALF INCH.": THE :SLEEVE S -H ALL HAVE -A SUFFICIENT LENGHf1b,,"BE� FLUSHED -WITH THE FINISHED WALL SURFACES. B.) EXPOSED PIPING PASSING THROUGH WALLS, FLOORS OR CEILING. SHALL BE FITT ED WITH CHROMIUM PLATED CAST BRASS ESCUTCHEONS, WITH FASTENING SET SCREWS ARJO FEE AND MASON�2 MANUFACTURING, F. & -S. MANUFAC TURING CO., OR RITTER PATTE RN AND CASTING CO. F— 5. TESTS A) E SPRINKLER EQUIPMENT SHALL BE TESTED UNDER HYDROSTATIC THE ENTIR PRESSURE OF -NOT LES'S THAN'2010 P.S.I. FOR A PERIOD OF NOT ''LESS THAN TEST TWO (2) HOURS. INSPECTION AND TESTS SHALL ALSO BE' ED AS REQUIRED 4 SPRINKLER HEADS: A. HUNG CEILING. SHALL BE RELIABLE,QUASAR MODEL. G4FR, 1657, FAST RESPONSE, CONCE ALED PENDENT TYPE., COORDINATE COVER PLATE FINISH N TH , AR CH I TE CT. B. GYPSUM BOARD, CEILING: SHALL BE RELIABLE QUASAR MODEL G4FR, 1657, FAST RESPONSE, CONCEALED PENDENT TYPE. COORDINATE -COVER PLATE FINISH WITH ARCHITECT. I T RESPONSE UPRIGHT C. NO, CEILING: SHALL BE RELIABLE MODEL F1FR, FAS OR PENDENT AS NECESSARY, CHROME PLATED. 175*F TEMPERATURE RATING UNLESS OTHERWISE NOTED ON DRAWINGS. D. SIDEWALL APPLICATION: 'SHALL BE RELIABLE MODEL F1FR SIDEWALL.'WITH HSWI DEFLECTOR,, CK RESPONSE, CHROME PLATED, 165*F TEMPERATURE QUI RATING., EX':, EXISTING T0,,REMAIN DEM. DEMOUSH - AND REMOVE WHERE SPRINKLER HEADS' ARE LOCATED- WITHIN A, PSUM ',BOARD NEW .,WORK DIREC11ON OF FLOW G, el� PIPE TURNED UP PIPE TURNED DOWN PIPING TEIE�'DOWN� OS&Y VALVE GATE VALVE E.,) PROVIDE WORKMANSHIP OF HIGHEST GRADE. INSTALL ALL PIPING AND SPRINKLER HEADS IN COMFORMANCE NTH MANUFACTURER'S RECOMMENDATIONS AND, LOCAL FIRE DEPARTMENT. BY THE, AUTHORITIES HAVING JURISDICTION. THESE TESTS SHALL BE CONTINUED UNTIL ALL PIPING IS TIGHT AND ACCEPTABLE TO,THE REPRESENTATIVES OF THE, INSURANCE CARRIERS, LOCAL AUTHORITIES HAVING JURISDICTION AND THE ENGINEER. THE TEST PRESSURE SHALL BE READ 1: -ROM A GAUGE LOCATED AT THE, LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM, OR PORTION OF THE 2. )YATER FLOW .,SWITCH: SHALL BE POTTER ELECTRIC SIGNAL CO. MODEL VSR—F, VANE TYPE SWITCH FOR MOUNTING HORIZONTAL OR VIERTICAL, WITH TWO CONTACTS; RATED 15 AMP AT'125 VOLT AC AND 2 AMP, AT 30 -VOLT DC. CONSULTING ENOINEERS #42W YORK DAL&^16 50 Broodway l4wohom, W 10M W914.702= f691470. _71 CHECK�vAfVE THE ABOVE HANGER SPACINGS APPLY TO� STRAIG HT RUNS OF �PIPE UNION, F) ALTER - PIPING 'AS REQUIRED TO SUIT NEW CEILING HEIGHTS, SYSTEM BEINGTESTED. 3. SUPERV15ORY SWITCHE www4kee4om ONLY'AT POINTS WHERE VALVES, SPECIALTIES OR BRANCH 'ADDITIONAL 'K') PRESSURE GAUGE DUCTWORKS, AND, LIGHTS. B.) TESTS SHALL BE MADE IN THE PRESENCE OF THE BUILDING REPRESENTITIVE. 'AS, MANUFACTURED BY POTTER ELECTRIC SIGNAL CO. MIODEL OSYISU —2. PENDENT SPRiNKLER HEAD CONNECTIONS ARE.LOCATED HANGERS OR SUPPORTS- G.) SPRINKLER PLAN SHOWS �ALLNEW SPRINKLER HEADS. PROVIDE MINIMUM 1", PIPING FOR TWO HEADS, 1-1/4" FOR THREE HEADS AND 1-1/2", OR FIVE HEADS. F AT'LEAST 48 HOURS NOTICE SHALL BE GIVEN IN ADVANCE OF ALL TESTS. C.) PROVIDE AND INSTALL NECESSARY EQUIPMENT, INSTRUMENTS, HARDWARE, TEMPORARY PIPING, VENTS, 'DRAINS, AND INCLUDE NECESSARY PERSONNEL 4. ALL PIPING SHALL BE THREADED SCHEDULE 40 BLACK STEEL WITH CLASS 150 MALLEABLE IRON FITTINGS. 5-. UNLESS OTHERWISE SPECIFICALLY APPROVED, HANGER SIZE AND SPACING SHALL cro rt Mont 0, orld �A JUPRIGHT SPRINKLER HEAD SIDEWALL SPRINKI_Ek� HEAD H.) EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH REQUIRED TO PERFORM ALL TESTS. BE WITHIN'THE FOLLOWING LIMITS, I E ER$. CTORS E' TC. 1GHTING,'DIFFUS -SMOKE, DEE SUSPENDED CEILINGS SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED CEILING PLANS. _ ALL SPRIINKLER HEADS SHALL BE CENTERED IN TWO DIRECTIONS IN CEILIING TILE. D.) ALL TESTS SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13.,, RECORDS OF ALL TESTS SHALL BE MADE AVAILABLE FOR THE ENGINEER'S INSPECTION,, AS REQUIRED. M BOD, IZE ETE—SIZE MAX. HANQEB 5EACING 'IN 8 FT. 0. C. proporty of the architoot EXISTING SPRINKLER HEAD TO BE REMOVED 'NEW 'SPRINKLER HEAD 1.) PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, APPLIANCES, TRANSPORTATION, SUPERVISION, AND RELATED WORK NECESSARY OR INCIDENTAL TO COMPLETE THE WORK SPECIFIED IN THIS SECTION AND AS SHOWN ON THE DRAWIN G8. E.) SHOULD THE TESTS REVEAL ANY LEAKS OR DEFICIENCIES IN PIPING INSTALLED UNDER THIS SEC TION, MAKE NECESSARY CORRECTIONS' IMMEDIATELY AND FLUSH, CLEAN AND RETEST THE SYSTEM FOR 'THE FNOINEtRS APPROVAL AT NO COST TO THE OWNE -R, TO 2" 1-1/4 10 FT. O.C.' J0 3 12 FT, O.C. 1/2" 2-1/2 —1/2 THE ABOVE HANGER SPACINGS APPLY TO STRAIGHT RUNS- OF PIPE ONLY. AT will be Orftoauto�� 0, EXISTING SPRINKLER HEAD TO ''REMAIN FLOW SWITCH—, AFF ABOVE FINISHED FLOOR J.) PROVIDE ALL PIPE OPENINGS THROUGH PARTITIONS WITH PIPE SLEEVES. FOR PIPES PENETRATING FIRE RATED PARTITIONS, THE SPACE BETWEEN THE PIPE AND THE SLEEVE SHALL BE SEALED WITH FIRE STOPPING MATERIAL. K) CAPPING AND PLUGGING OF PIPING SHALL BE DONE USING THE SAME MATERIAL AS THE PIPING. Fj REPAIR OR REPLACE ANY PORTION OF THE SYSTEM INSTALLED UNDER THIS SECTION 'THAT,,IS DAMAGED AS A RESULT OF TEST OPERATIONS AT NO COST TO THE OWNER, G.) DISPOSE OF WATER REMOVAL FROM PIPELINES IN A MANNER -,SHALL NOT CAUSE DAMAGE TO ANY PROPERTY. POINTS WHERE VALVES, SPECIALTIES, OR BRANCH CONNECTIONS ARE LOCATED, ADDITIONAL HANGERS, OR SUPPORTS SHALL BE USED TO PROPERLY SUPPORT THE LOAD. 6 FIRE DEPARIMENT QONNEQD,Q RRE''DEPARTMENT CONNECTION SHALL BE�BASED ON_CROKER MODEL'#6310, 2 4" OUTLETS, POLISHED BRASS FINISH WITH HAINS. —WAY PLUGS, ABD C for int AHC, ABOVE HUNG'CEILING ATC AT CEILING Comf�ONENTS $HALL E 'G ALVANIZIED. DOU BLE DETECTOR CHECK.VALVE FD,_ FLOOR DRAIN L) FIRE PROTECTION CONTRACTOR SHALL INCLUDE ALL DUCTWORK,, F-6. DRAINAGE' BRANDING 'SHALL BE "AUTO SPRINKLER SYSTEM." DIFFUSERS, LIGHTS, ETC,ON SPRINKLER PIPE'SHOP DRAWINGS FOR COORDINATION. A PROVISIONS. SHALL BE MADE FOR, COMPLETE.,I)RAINAGE OF THE BAQKFLOW PREVEN�TER: FLFD FUNNEL FLOOR DRAIN or rb orror or 4 MAXIMUM DISTANCE 13ETWEEN BRANCH LINES AND/OR SPRINKLER HEADS SHALL NOT EXCEED 15 FT. SYSTEM. WHERE REQUIRED F-7 DESIGN CRITERIA SHALL BE BASED ON WATTS'4"-SERIES 709DCDAOSY DOUBLE CHECK DETECTOR ASSEfA8LY BACKFLOW PREVENTER WITH OS&Y RESILIENT WEDGE SHUT 'OFF VALVES ON BOTH, SIDES OF BACK FLOW,'PR EVEN TION DEVICE., PROVIDE'aRED Date Issue (NO) NORMALLY OPEN PRV PRESSURE REDUCING VALVE ""feat M* N) INSTALL SPRINKLER HEADS FLUSH WITH BOTTOM OF HUNG CEILING WITH CARE THAT THE FINISH IS NOT DAMAGED. A.) , WHERE REQUIRED BY THE, BUILDING DEPARTMI NT FOR PERMIT, THE ENTIRE SYSTEM SHALL BE HYDRAULICALLY CALCULATED BY THE CONTRACTOR TO' TAMPER SWITCHES ON , VALVES. ASSEMBLY COMPLETE. WITH BALL TYPE" TEST COCKS. % SFA SPRINKLER FLOW ASSEMBLY MEET THE 'FOLLOWING CRITERIA - 0) IN ADDITION TO THE HEADS ACTUALLY REQUIRED, THE SPRINKLER �A, CONTRACTOR SHALL, FURNISH (6) SPARE HEADS OF EACH TYPE, WITH B) FOR APPARATUS'_ BAY, HYDRAULIC CALCULATIONS SHALL BE BASED ON IN`G S REQUIREME, 'T FO R A -E PIP -,HALt�_BE SUPPORTED TO - M ET- �ALL WRENCH, CONTAINED IN� A STEEL BOX. ORDINARY HAZARD QEQQE 1, 0,20 GPM PER SQ.FT.' WATER DENSITY, 1,500, SQ. FT. OF HYDRAULIC DEMAND AREA, MAXIMUM 130 SQ, FT. PER HEAD OF SEISI CL SUPPORT'FOR CLOCAL AREA THE BUILDIN,G�ODEQF E - 'AND P) CONTRACTOR SHALL'FURNISH AS—BUILT DRAWINGS. PROTECTION AREA, CONFORM TO'ALL NFPA 13' AND ALL.STATE AND LOCAL. REQUIREMENTS. TATC Or, 'N Y(?PK 0) THE SPRINKLER, CONTRACTOR SHALL GUARANTEE FOR, A PERIOD� OF ONE, (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK, ALL MATERIALS AND: EQUIPMENT- FURNISHED AND INSTALLED AND SHALL REPLACE ANY DEFECTIVE WORK OR EQUIPMENT WITHOUT CHARGE.' N C) FOR BASEMEJ, FIRST FLOOR, (AREAS EXCEPT APPARATUS BAY), AND SECOND FLOOR,, HYDRAULIC CALCULATIONS SHALL. BE BASED ON IM HAZ8R , 0.10 GPM PER SQ.FT. WATER DENSITY, 1,500 SO. FT. OF HYDRAULIC 'DEMAND AREA MAXIMUM 22-5 SQ. FT. PER HEAb OF PROTECTION AREA F —2. MATERI ALS— GENERAL C ONFORM'TO ALL NFPA 13 AND ALL STATE AND CITY AND,LocAL REQUIREMENTS.,,,', Pro Title - A TYPE AND SIZE OF'MATERIALS SHALL,BE APPROVED BY LOCAL FIRE-, INS PECTOR LOCAL BUILDING DEPARTMENT, NFPA AND OWNER'S 'INSURANCE WR FM I TALLED HALL MFFT REQUIR M THF D.) ,MINIM,UM PRESSURE REQUIRED AT SPRINKLER" HEAD SHALL BE 7 PSI'.' FIREHOUSE . .111 -1 E 1 P6 I I I 11101' T., W., 1 12 'T NAMMINIARMINIL _M 3,00 1 I 1 1 /4" TO 2 1 10 FT. O.C, 1. 1 V. T I I I— I x L,.�. JI, I T' —1/2 TO 3-1/2" 12 FT. O.C- THEY �SHALL,BE.`,CENI TERED, WITHIN TH CEILING TILE. EQUIFM T LIST' 4" ND 12 'FT 0. C WHERE SPRINKLER HEADS' ARE LOCATED- WITHIN A, PSUM ',BOARD TRIC BE;, INSTALLED �IN A YME AL CONFIGURATION', TO THF',' G,;,, THEY �S S CEILIN HALL THE ABOVE HANGER SPACINGS APPLY TO� STRAIG HT RUNS OF �PIPE ROOM 'THEY SER`VE,. ONLY'AT POINTS WHERE VALVES, SPECIALTIES OR BRANCH 'ADDITIONAL 'K') po 0, NW CONNECTIONS ARE.LOCATED HANGERS OR SUPPORTS- E T,A6.1,_� FCR,'CORDINAION:W/OTHER: CE4 ING�,'MOUNTEDI' cro rt Mont 0, orld �A SALL BE USED -TO ROPERLY SUPPORT THE� LOAD. I E ER$. CTORS E' TC. 1GHTING,'DIFFUS -SMOKE, DEE proporty of the architoot will be Orftoauto�� T B,)� ALL -PIPE:HANGERS INSERS SUPPLEMENTAL'STEEL RoD8,� AND for int Comf�ONENTS $HALL E 'G ALVANIZIED. w*i-, Two f Of th or rb orror or 4 BRACE HEADS "FROMI -��,UPT RUST DURI C STRVQTURF-,TO PREVENT ""feat M* DISCARGEi IN`G S REQUIREME, 'T FO R A -E PIP -,HALt�_BE SUPPORTED TO - M ET- �ALL SEISI CL SUPPORT'FOR CLOCAL AREA THE BUILDIN,G�ODEQF E - 'AND TATC Or, 'N Y(?PK Projoct pc4e Y, AFQR IS_p E VIATI��, P C A T :h i6k6d 8 ,H These Iona ore on Instrument F G 4� � . „. of service and ora the ptop�t V _,. of the architect. lnfringrmen K, ... � w171 be pmxwautad. cr shag f I contract oil vsri Y � y i[ conditions and dlmen . 6e responsible for fldd fit !. quonitty of work. No ollownn made in 6 shall Mr shah at ! . aontrgot r t_o r oriY arra r z n41.aton t#rE Scale n AS NOTED Project No., NbF=4 Drawing'No. Date li J0 Drawing 8 1M Checked Project Title FIREHOUSE VILLAGE OF RYE BROOK King Street, Rye Brook, NY Drawing Tale FIRE PROTECTION DETAILS !A These plans we an Instrument Of 9"09 and are the, property OHO �� K Vitt fi 'T of the architect. Infringement*1G will be prosecuted. Contractor shot( verify off field Q a contlittons and dimensions and to responsible for field fit and quonty of work. No oUowancsa shalt be mode In behalf of the contractor for any error or nsgtsdt an his part* Scale t` Ott Drawing N& " Project No. N,94-=4 Date 02AO103 Drawing By jP F701 diedted By i myc n1_00KI, IN I 3REVIATION5 -LOCATION MAP 2RANJL4QJN2EX AW'. T -16 # U'Vib, 'TITILE Rv: �Ze,,er T',�� Fin --h vl� 1j; RJEINF� F -,cin VER c-HEET TURAL AO] GO 15TRU/' FLUMBN0 R� 'A J0 Za * 4k _'Y'ME?�_/L L 15T TRUGrURAL 5PEGIFIGATIONS, 01 -IBIN( PO.1 F _U� TE 4 AEBREVIATICNS L -15T 51 he 1) t3 TR0,- T 1. ATION5, UMBI N& 5!TE PL -1 RAL �E -IFIC -D C '5 -E L -AN 1 5 -ArC;UT PLAN -3 'S If - -OL-5 f Af.3BREVIATION!5 LIST E,)A. -Or,e 01 TiON PLAN Ut SU iF(1 JNDA I FL- -IBIN(:-:� BASEt-IENT 4 FIR5T TE OFRADIN(-� Fl AN J C-2 511 Fl OOR NEV� 1,11ORK FLANS, All �0 3T F R PLAN P-2. t-LU�-lf3IW_:; 5E6-ONC) (�,)OR 3 - I FIRc -LOC ",,qt -:"'.turn A -I 5, T E UTILITY PLAN NE -1-1 AlOR< PLAN 0��9 �i,911"' J G"Vil-3 TL !A0 4 5�"2 c-E�CNE) FLOC FRAI-IMN& LAN PLIJIMBIN(:_-'� R,6ER 4v _4 51 TE 5EI, 1-7-RO51n .0, GONTRG)L PLAN H -VA C, V rl t, "-IF 10 n 4 52.3 ROOF FRAHIN& P -LAN plE F ET Te ze�(,,hc,,ne, __5 5EPIMENT 4 EJR05ION A4 TF L t GOW ZOL PETAI T i -Te uez, -� 2 -1 ZQC I t0a pt t cAD M, I p C. C� "00 1 f4a v 4 .4 bo i c h no h- q i�5 _6 DETAIL5 515. 1 FOUNDATION PE7`41IL-5 F 1 RE Hof R, Dote lswe J TAIL5 -RE PROTEC-,TION 1-3,-MBOL T l0p cDf 15- 2 FOUNUATION DE 5ytll_3��L �OE�NP 1::jA RJAL5 LEOEN F ARC, H 1 T E TU R AL TE�� 4 P �3ENEPAL NO EGOP. LI51 Ulp k" \lt.L'5yT-ff30L,5 NOT' RZILY U5U) -,A -OUNPATICIN DETAIL, ',TE"-'T-;C,)N L3A(_5El--`IElNl i -1ENT PLAN FIRE F'RC A2 I BA5B 5 F__ �A -)R N E F I RST FLOC -1-i VIORK FLAM5 'LAN -Al L5 ION IMF-: EARD4 F -5ECT;C-,N 1\10ABER A 2 "1'2 FIR5T f W5ONFl,'r DE 1 F2.2 F HIRE I E(�l -Vy N� VIC)-� PLAN AU - Al t h W r -J -(.)OF--' PLAN F`IRT PR,0TECTI0f\l 1 --'E At, L5 A�`l -3 '5E� 1 50�2 MA,_ _7 Y E)ET JL5 F, FILL ,-,ON[- lw� V;nY j ELEVAT10N NUM11 El OFT PLAN S -6.E.3 t-1 A50NR- DETAft-'5 A2,4 P,00F, X, H 5HEET 41JRABER vAj C AY F-obri, C HEC)ULE J U TRt l5c 5 P ,,OR 5C LA v v,4Lc)ru, -,ETr`01_ NUMBER A_72.(':,�l MECJ-4ANIC AL E -T T Project Twe 1/7�//. B R 1C, K )-lot! MECH'ANICALL 5'(ME�`Al Ll`� A2�7 PAR-`TTFl(__)N 11 F,11. tq- E R, VIEVI MA SE A _,_P, _)OOP ETAIL5 ME,,:�HANI('_�Al_ 5LA�5BI-1EENT 4 F I R T EEL F,1REHOLT 2 L �5 5 NEV� kl-40RK. PLAN A 5 -?/ _'E 2,2 ')ND Alk, �q HINDC 11 [,_-7 AIL", �,!Z, t-IECHANIGAL 55'�, r LOCR NEH Pl AN VILLAGE U)"K k 7 E_ 'ER `00t-1 Wt-ff3 IIN, A5,1' EX -F_iOR El EVATICN�E,, Ml:�J HECHANI(.:�Al_ FUEI OF' 1 :71 (-)Il '��UPPI Y FI AN5- L 0,R NJIABEPZ T BROOK -EF R"y A :5 2 E/X"T ELEVA 1,-lE,`I-iANICAL EPULE5 NJ,/ AE- I FiW� Ti E W A L F -)E TA 1 .',5 E 1111- HAM' NAME A,33, BU I L, k-, L T et �Ck_,'�l I NA�IE 5HEE I -F King Stre 01-1 NAI -1E Rye Brook, NY TION 'AL A�'A F3 Ul L C)INC5 5E�__, T7 �2 ME( HAW, F)E T'A I L (--,F 2 _-,)HEET IN9,11-A"' �)N 041, '5 E C, T 10 N A `,,5 UU'l L P N,,- 1, ,, ELE iR I AL. LATION 'LE F L 0,01R, -7 i N 1 _J 31 R A 1 Yl, 15 1 `N3.6 EAl 1 L P T GOVER ��,EEI 30`4 T A C ABRBREVIA] 1ON5 I NOI Ec_-� t 'Y; CIFZ -ALL 44 EL t 0',�') F-LE'v Al'i "N ILF Y 5 U, A:7,,7 B EEC,, I ELE,,'�11�'ZiC�AL 51TE PLAN hil k� n,; E" TP I tRED Ap A5,1 !NTER,,h,`lR. ELEVA7 El_� B k -'AL ��,,ITE PZFVl50N NLP--UEF-,' U( -IN(- 5H"' Pl,___AN 'C�. S f _te�A The" ptians or* twr tftatmmont ELEVATiON�-:, E2,1 ELECTRI,`�AL BA5Dft NT of OWNWO aftd� idro the p -r-<*- lvt PA.kll TV 4 T 01"ITE AL -5_2 I N'T E R,` i OF, *f the 4rchtteot. toft'h9emon Lk3HTIN63 FLAN5 prmaqutod� 'A _,EILlNk':':_7 PL '44"d, d=ion I A�N!�-, E- E_LECT'RIC,1�,L SECOND FLOOR ccodiiiomm on A&J C t's respo"Wo lbr fteld on P; �AN 0 V E L I& HT 1 6, WO& f s"I t!o mwo Wbath$f Of, , he the �,lj 1 NF101^1 T -f�,k'-AL BA5E�,JENT a v'ontrovtor for 40y or or 0 17 F A nottle4t *M, bra, 0�fm OF N'Ell PLAN5 20 F 5T F P VE R k4y� _7 TAIL FLOOR A'U T; '\/A `�`Rl U�E -5 ELE ELE(� R'!(�,AL X,11,'� E51% - i scale 11161�=11_0� P./CHEIR f:'ILANII WAGE OF RYE BROOK UILD11 VG DEPT NEV'i E TEF P�51 i B "7_1_rT-lll' AL Lft� X, -�IOR VlAL__I TP AL L lG+4_'FfN6s (."'ONTROL '5 E E ELIE-, Proint No, DETAIL -c-, A,,, I H '50-4E[?Ul*,_.E_c i NOTE5 Dote Tf� 'Al ETAIL�5 D r,;, wln g fi y 0--in-ved, Eby }F- 1. o' Is 66.75+ f 66.25 I YI f tx } s � i i t I t I 7f t f f I ol i i , t { 4 ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A V#OLATION OF THE NYS EDUCATION LAW. PIAN SCALE 1°=20' i LEGEND i EXISTING PROPOSED 22. <c CONTOUR -.., + 215.30 s SPOT ELEVATIONS 63.52 ( 0 • SEWER MANHOLE/CLEANOUT i.40 j @ DRAIN MANHOLE ® CATCH BASIN DRAIN INLET I s� ,E I �6 —58.12 t }, i e t 1 (pj{/ j�jj, fJfjJ ))/)) jT(/j(/�^ GRA Sf iti 41Q fir/, /f..�.. 4+' l ! F i../ f 7 RYE BROC ,o KING STRE � VILLAGE ISSUE 2/6/03 I a ISSUE 1/13/03 > w z Rev: Orig: 12/$/02 dD0 U t r design by. DR drawn by. PF o © v iso%(@ Pomona moods) To( chkd by DR COE rmigh i E+ 2002 I 4` SMH Al R=58.5± 1=53.42 ~� a, DCO R=58,76 1-54.181 r x r, ! r `s i /'+�c'� t�✓ rug; ,tc:�r,7��r�`y' l` / j r } . X y I 1 5r kao .' Fc! .' �, , x i glock 4 1, tk:' tft EX. WATER SERVICE t ' I ��},.. 1=61,971 CONNECTION FOf' ° PLUG EX1ST, t i C) FLOOR DRAIN ,` i; c.� bt Z , WATER SERVICE 1=62.00a I 5' I AT TAP 68 LF 6" CIP ' } ; 1=61,3 > ° C 4.411 IMgt 1 SCCA A3 ! I I €18 LF 12" PVC ; LEGEND R=4.2± 10 2,41 EXISTING PROPOSED , i-59.00 l(A" WATER SERVICE SANITARY SERVICE LINE 5CONNECT TO ( = D = DRAINAGE LINE 4 i WATER LINE WATER SERVICE 0 SEWER MANHOLE/CLEANOUT t , +........... 1,000 GALLON 4 Q DRAIN MANHOLE UNDERGROUND EQ ilea CATCH BASIN 8 DIA. DRY WELL FOOTING DRAIN STORAGE TANK DRAIN INLET 1I 11N =60,94 4" PVC SCH. 40 (BY OTHERS) ()- lcr HYDRANT BOTTOM=55.94 NOTE: SEE VILLAGE OF RYE BROOK VILLAGE HALL 25 LF 6" CIP @ 2.0% I POLICE HEADQUARTERS DATED 8-28-95 14 LF 8" PVC ' ,r 137 LF 6" CIP @ 2,01 k 1 FOR UTILITY LOCATIONS AROUND VILLAGE 2.27r' SCO A2 HALL SITE. CB Al R=66.4± 'r '!1=57.15 I , ,J i {^ i R=59.5± _ 1-56.14 ca o I 1=54.5 -z, N _ I Y_ 1=56.53 8'*�P�fC DRAIN s U orf t Sto/7L' lr oft GENERATOR PAD CONTRACTOR TO DIG } -� TEST PIT TO DETERMINE � ,�c': 1.%I`y Fj� 56 LF 12" PVC EXACT LOCATION & - q�o�� 3.08 n' - BO { �. DEPTH 1 ;�,rl'I`� �' ��'i t>c�'�` ca��»�� I ELEC. X � <, REMOVE EX. -- 8' DIA. DRY WELL f c�TROUGH DRAIN � � ______ .- 1(IN)=54.42 cn "y BOTTOM=49.42 1 5 LF 12 PVC = ,. 9 LF 12" PVC 02.0% ,' CB B1 2,01 R=57.8±._.� .I JUNCTION BOX 1=54.8 _ --- I(IN)=54.7 ? , " a l(OUT)=54.6i CONTRACTOR TO DIG ��irlfc 5 LF 12 PVC �, w, �� @ 2.0%I-55.5 > k I TEST PIT TO DETERMINE, '1=53.0 EXIST. EXACT LOCATION &�� 4gCF SEWER O DEPTH. , 31 LF 4" PVC 6 cip Fy 8 DIA. DRY WELL r} OVERFLOW PIPE SCO Al � fl� �,�`�`�..� �� I(1N)-54,5 C>� 0 7,64% 0 R=55.8± BOTTOM=49.5 `��' I 1=51.35 CONNECT TO EXIST. 6" SEWER S DI 1=50.371 R=53.47 1=48.02 1=47.82 r' cue � 041 _ I THEE PLANS UNLESS AN ALTERATIONS OR ftEVIS ONS OF THESE , P L A DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, ISA AOL.ATION OF THE NYS EDUCATION LAW, SCALE 1"=20' i 0 SITE U71/L IT Iv PLAN/ RYE BROOK FIRE HOUSE' KING STREET {Y_ J w ISSUE 2/6/03 VIILLAGE QE RYE BROOK cn ISSUE 1/13/03 o UJ Rev .. 1 1 2 2 8 0 9 , f % %oph AW,ea , ca ra C3 O 0d, � U �� O 0 sheet Z cn LLJOrl ' design b DR 9 y drawn by. PF . 9Q0g) %VhO%(@ Manna Rgodo ` gmp% -3 chkd by. DR Copright 0 2002 i 1 F'S'c s . No or �� =' � lhillarr� IU�r`hercot� Jr. I { h 7-Gx Zot 7 It j, c"oncrele B1ork u �i shed t-- i I tom- �. _1�✓—� iijj stockade fence N 68 ?8, pQ �' Pvsr cg Rritl fence x x x -0 66.25 r 50 68.00+< + 66 6068.0fve � t . I b N Cur i +facto 66.50 00 67.00'+- 00 h a__ r 8:3.52 f (01 f r=1 63.40 'Brr ai/� s ` ( ! l 63.801 i Cc• fi� yl a r z Ln f _ u 1 r v ( 6 tK t ; 1' f I t f Lo ` K? i y I 66.0 + / 1 1' 64.35 - 67.00 66.00' 79 56 j : t I� -� \ 63 56 # 64.70 , ca ` N SCE v 9,50 J --58.12 I '- Gan C , -t a Grave ._.•._ } r 5e3 9Y V1 11q r ye 61-oc k h � j SCJ f r'tJ[i � f 60 V1110ge Hall f l f 3 :!J rT t ti'- Jt�C' yS �• y 60.0 59.0 X 58,5 l 60 562 s r t s 5 �Cts n �� l ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS PLAN, DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. SCALE 1-' 20 m LEGEND INLET PROTECTION SILT PENCE CRITICAL AREA SEEDING STABILIZES? CONSTRUCTION ENTRANCE SOIL STOCK PILE LOCATIONS SS X TREE PROTECTION lTT T�1 1T T 111 'C1lVTf �L PLAN .5/ RYE BROOK FIRE HOUSE LQ M o "� KING STREET {r- WISSUE (n/ 2/6/03 VILLAGE OF RYE BROOK L ISSUE 1/13/03 o Z: z Rev 2/8/0� Orig: �I0 �nU Oki P sheet Z CL M C> design by. DR PF' C-4 cn � drawn b: Y �, , C Q o o o �QQ ��C� G��1�D51� E�O:�t}t�il� U'�ii�'t1~'�Ji�C?�1tfiiQ �� iE 3m chkd by. DR Copyright C 2002 g��13j t�} tCit Stabilized Construction Entrance 25' MIN. WIDTH — 3 h CLEAN STIIW IL cr r p� COMPACTED SUBGRADE SECTION FILTER FABRIC START AT EXPST. mom A N 5O' MIN. LENGTH PIAN INSTALLATION NOTES 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A'30 FOOT MINIMUM LEN IH WOULD APPLY., 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4.. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS DR EGRESS OCCUR. 5. FILTER CLOTH WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY' RESIDENCE LOT: & SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPEO ACROSS THE ENTRANCE. IF PIPING' IS IMPRACTICAL. A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHIG+ WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPI DROPPED, WASHED OR TRACKEO ONTO PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. S. WASHING - WHEELS SHALL BE CLEANED TO ,REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT CNS WAY. WHEN WASHING IS REWIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE, 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Inlet Protection -- vamSTAKE i SILT fm 3/4° STDNE IT" RAE � PII.ET, FILTER FAWC FUN ROM GRADE 4` DEPTH 6' DEPTH ' 1NSThLLA'n0N NOTES SILT FMCE I. EXCAVATE A 5 INCH x 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FRCWE INLET PERIMETER, 2, UNROLL A SECTION AT A TIME AND POSIRONTHE POSTS' AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FTROBRECTION OF FLOW}. 3. DRIVE THE POST INTO THE GROUND UNTIL. TH94ETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM, 4, LAY THE TOE—IN FLAP OF FABRIC ONTO THENDISTURSED BOTTOM OF THE TRENCH. BACKFILL THE TRENCH AND TAMP' THE SOIL. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. ,5. JON SECTIONS AS.SHOWN ABOVE;SUPPLEMENT WITH GRAVEL, PILED AGAINST THE FENCE. STRAW HALES I. PLACE BALES Cf' STRAW WITH ENDS TIGHTLY ABUTTING OTHER" BALES ITSURROUND THE INLET.WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES 2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVIN"ARS OR 2' x 2" STAKES THROUGH THE BALES. SUPPLEMENT WITH GRAVEL, PILEACAINST THE ' BALES, 2, SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGRNUMENSIONS WEN THE SEDIMENT HAS ACCUMULATED TO 1J2 THE DESIGN DEPTH OF THE TROWMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNIRAT IT WILL NOT ERODE. 3.. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADEN CEDED. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED CRIT IN SUCH A MANNER TTfROSICNN AND WATER POLLUTION SHALL BE MINIMIZED. 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN IRIEMAININO DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. Silt Fence POSTS SZ'7rJKAW d SUPPORT NET POST .SF'CnOV A FILTER FABRIC FLOW TVP ♦I BACKFILL GOitPLE 4K pl SEC77ov B NATIVE SOIL ZC)74V A RX -IN OD HUNING SECTIONS OF FMgNG INSTALLATION NOTES 1. EXCAVATE A 4 INCH * 4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. 2, UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES. FROM THE TRENCH BOTTOM. 4,: LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF 'THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL. STEEPER SLOPES REWIRE AN INTERCEPT TRENCH. 5: JOIN SECTIONS AS SHOWN ABOVE. Soil Stockpiling STABILIZE ENTIRE PILE 'ATN VEGETATION OR COVER r 2 SLOPE C>i2 .LESS w w w w w r..1 w w r r w w w r w r W w r ^w"'w'+rrrrr�rrwr wwrrrw VwVrV�w 410 / MSN. SLOPE SRRAWBALES OR SIL MIN. SLOPE INSTALLATION NOTES t. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. 3. UPON COMPLETION OF $CNL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION OR COVERED. 4. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILIFENC E. StrawB ale Sediment Barriers ( BALES TO BUTT ai TOGETHER BALED HAY OR STRAW WAIVES OEPEND4AG ON � HEIGHT OF SLOPE & STEEPNESS OF RESULTING GRADE AT TOE OF SLOPE_EXSSW FLOW GRgfND INTERSECTION 2"X 2'X 3" STAKES 2EACH SES EACH PLAN BALE FLAN EMBANKMENT SLOPE 6't EXISTING GROUND OVERLAP EDGES NOTE: TO BE USED IN LOCATIONS NOTE: TO BE USED WHERE THE EXISTING THE £XIS71NG GROUND SLOPES IN {MOUND SLOPES AWAY FROM THE TOWARD THE TOE OF THE TOE OF THE EMBANKMENT EMBANKMENT FLOW — t � W_ DEPTH EMBEDDING DETAIL 2 RE—BAR, STEEL PICKETS. OR ANGLE FIRST STAKE TOWARD 2" w 2 STAKES t 1/2' TO 2' IN GROUNDPREVIOUSLY LAID BALE FLOW WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR INSTALLATION NOTES 1. SALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" . 3. SALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE—BAR ' DRIVEN THROUGH THE BALES, THE FIRST STAKE IN EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 4. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. o_ SD11VEN T EROSION CON117'�L DI z: -7,41Z RYE BROOK FIRE, HOUSE ,.. .,. KII`IG-STREET VILLAGE OF RYE BROOK --► Cn ISSUE 1/13/03 sheet r ca z w Rev 12/18/02 Orl .dphy c► +�+ ra ea I n�U ll 011 Q a ¢ CL to LO k-- 0 design DR b 9 Y drawn b . PF Y o o © � M�Iff11 �� {�� IP0a)0InQb r-zd C� �tE �il�'ii° Q � '� 5'' :C ANY ALTERATIONS OR REVISIONS OF THESE PLANS ;UNLESS NY LICENSED � ..DONE BY OR UNDER THE DIRECTION OF TNI* S l.i — -= F- :�. d . DR chk b Y IS A �N la _ AND REGISTERED` ENGINEER THAT PREPARED E , 4 h c Baa Co t 2 VIOLATION OF THE NYS YS EDU CA TION LAW. SAWCUT STRAIGHT EDGE PRIOR TO PERMANENT PAVING MIN. 2 FT. BACK FROM EXCAVATED TRENCH. CLEAN PAVE. EDGES & APPLY N.Y.S.D.O.T.ITEM 702-05 LIQUID ASPHALT FILLER. SAWCUT SHALL BE FULL DEPTH. TRENCH WIDTH VARIES 2'-0" 1 IM MUZ XtST. PAVE oo oo 01101ollo"llo 110,111, oo54 lk'�!: 0� I I pill .1111004 ol 1 PERMANENT PAVEMENT--' -N.Y.S.D.O.T. NOTES. 1. WHERE PAVE. HAS NOT BEEN RESTORED, TRENCH SHALL 11 RESTORATION 2. IF ADJACENT PAVE. WITHIN CLOSE PROXIMITY OF ALL BARRICADES, SIGNS, LIGHTS, ETC., TRENCH EXCAVATION SHOWS STRUCTURAL FATIGUE, W Li ADDITIONAL PAW. RESTORATION SHALL BE REQUIRED THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL TOP COURSE 1 1/2- 3, TRAFFIC SHALL BE CONTROLED AT ALL TIMES BY MEANS 10, N.Y.S.D.O.T. ITEM > THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROLLED DENSITY BACKFILL 403.1730, 4. NO MONO CURB & SIDEWALK. (50 P.S.I.) TYPE 6F RA TO A CONDITION EQUAL TO OR BETTER 4 N.Y.S.D.O.T. 08502.95 THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED STRUCK JOINTS SPACEDI 4' C C ('K-KRETE OR EQUAL) BINDER COURSE 1 1/2- TEMPORARY PAVEMENT THE CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA N.Y.S.D.O.T. ITEM SHEETING REQUIREMENTS (29 CFR PART 1926.650,651,652). MANHOLE FRAME & COVER NO. 1254 403.13,30 1 23 3/4' MARKED -SEWER- , -XXX- OR TYPE 3 RA APPROVED EQUAL. SOLID COVER, BASE COURSE 8' N.Y.S.D.O.T. ITEM O D 403.11 TYPE 1 GRADE WITH TO BE PLACED IPIPE, MORTAR IN 4" LIFTS 12" OZ.% 12" 4" CONC. SLAB w "A" OPEN CUT STREET CROSSING PAVEMENT RESTORATION DETAIL_ -N.Y.S.D.O.T. NOTES. 1. WHERE PAVE. HAS NOT BEEN RESTORED, TRENCH SHALL 11 BE 100X PLATED DURING NON -WORKING HOURS, 2. IF ADJACENT PAVE. WITHIN CLOSE PROXIMITY OF ALL BARRICADES, SIGNS, LIGHTS, ETC., TRENCH EXCAVATION SHOWS STRUCTURAL FATIGUE, FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF ADDITIONAL PAW. RESTORATION SHALL BE REQUIRED THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL AT THE DISCRETION OF THE STATE'S REPRESENTATIVE. 3, TRAFFIC SHALL BE CONTROLED AT ALL TIMES BY MEANS 10, OF SIGNS, FLAGMAN, CONES, BARRICADES, ETC., AS PER WITH ALL RULES, REGULATIONS AND THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC DIRECTIVES BY THE LOCAL POLICE CONTROL DIVICES. 4. NO MONO CURB & SIDEWALK. ■ iL M11- --- STONE -ALL AROUND WITH FILTER FABRIC DRWELL DETAIL AS MANUFACTURED BY PRECAST CONCRETE SALES, CO. OR APPROVED EQUAL j. I 1/z m/Auluz) -1/8 PITCH TOWARD ROADWAY - A 2 -bo /2- TOP COURSE- N.Y,S.D.O.T. ITEM, 403.1701, TYPE SF GENERAL NOTES BINDER COURSE- N.Y.S.D.O,T. ITEM, 40.13, TYPE 3 1. THE ENGINEER IS AUTHORIZED TO MAKE ANY CHANGES WHATSOEVER TO IMPROVEMENTS SHOWN ON OR NOT SHOWN ON CONTRACT DRAWINGS BASE COURSE- N.Y.S.D.O.T. ITEM, 403.12 TO MEET FIELD CONDITIONS. 2. THE UTILITY MAINS, DUCTS, POLES AND SERVICES IN THE CONSTRUCTION AREA, WHERE SHOWN ON THE CONTRACT DRAWINGS ARE AT THE APPROX. SUBBASE COURSE- N.Y.S.D.O.T. ITEM, 304.05 LOCATIONS FURNISHED BY THE VARIOUS UTILITIES CONCERNED. WHENEVER EXISTING IMPROVEMENT INFORMATION IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED TO THE CONTRACTOR AT A LATER DATE, IT IS UNDERSTOOD THAI SUCH INFORMATION IS rumNI--)rlt-u IN GOOD rAllm ITEM 609.0407HEAVY DUTY APRON FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR MUST INTERPRET THIS INFORMATION ACCORDING TO HIS OWN JUDGMENT, AND MUST MAKE KING STREET PAVEMENT SECTION- MAKE HIS OWN DETERMINATIONS REGARDING THE LOCATION OF ALL IMPROVEMENTS. NO CLAIM WILL BE ALLOWED BECAUSE OF INCORRECT, INCOMPLETE OR OMITTED EXISTING IMPROVEMENT INFORMATION. R=3 4" SPRAY CURE EXPOSED FACES PROPOSED SURFACE R = 4340" PRAY S rA PROPOSED cc 3500# AIR ENTRAINED CONCRETE NOTE: EXPANSION JOINTS TO BE INSTALLED EVERY 10 FEET. CONCRETE CURB ON SITE ASPHALT CURB DETAIL MANHOLE FRAME & COVER FIN. GRADE CAMPBELL # 1314B OR APPROVED EQUAL I.D. 18" SO. MECH. JOINT CAP 6" SOLID CONC. BLOCK (TYP.) THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS 00 11 8. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, ETC., 2" FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL OF TRAFFIC CONTROL DEVICES. 10, I� WITH ALL RULES, REGULATIONS AND /2- TOP COURSE- N.Y,S.D.O.T. ITEM, 403.1701, TYPE SF GENERAL NOTES BINDER COURSE- N.Y.S.D.O,T. ITEM, 40.13, TYPE 3 1. THE ENGINEER IS AUTHORIZED TO MAKE ANY CHANGES WHATSOEVER TO IMPROVEMENTS SHOWN ON OR NOT SHOWN ON CONTRACT DRAWINGS BASE COURSE- N.Y.S.D.O.T. ITEM, 403.12 TO MEET FIELD CONDITIONS. 2. THE UTILITY MAINS, DUCTS, POLES AND SERVICES IN THE CONSTRUCTION AREA, WHERE SHOWN ON THE CONTRACT DRAWINGS ARE AT THE APPROX. SUBBASE COURSE- N.Y.S.D.O.T. ITEM, 304.05 LOCATIONS FURNISHED BY THE VARIOUS UTILITIES CONCERNED. WHENEVER EXISTING IMPROVEMENT INFORMATION IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED TO THE CONTRACTOR AT A LATER DATE, IT IS UNDERSTOOD THAI SUCH INFORMATION IS rumNI--)rlt-u IN GOOD rAllm ITEM 609.0407HEAVY DUTY APRON FOR THE CONTRACTOR'S CONVENIENCE. THE CONTRACTOR MUST INTERPRET THIS INFORMATION ACCORDING TO HIS OWN JUDGMENT, AND MUST MAKE KING STREET PAVEMENT SECTION- MAKE HIS OWN DETERMINATIONS REGARDING THE LOCATION OF ALL IMPROVEMENTS. NO CLAIM WILL BE ALLOWED BECAUSE OF INCORRECT, INCOMPLETE OR OMITTED EXISTING IMPROVEMENT INFORMATION. R=3 4" SPRAY CURE EXPOSED FACES PROPOSED SURFACE R = 4340" PRAY S rA PROPOSED cc 3500# AIR ENTRAINED CONCRETE NOTE: EXPANSION JOINTS TO BE INSTALLED EVERY 10 FEET. CONCRETE CURB ON SITE ASPHALT CURB DETAIL MANHOLE FRAME & COVER FIN. GRADE CAMPBELL # 1314B OR APPROVED EQUAL I.D. 18" SO. MECH. JOINT CAP 6" SOLID CONC. BLOCK (TYP.) /2" TOP COURSE- N.Y.S.D.O.T. ITEM, 403.1701, TYPE SF BINDER COURSE- N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 3. ALL RIM ELEVATIONS FOR MANHOLES, CATCH BASINS, WATER AN ' D GAS VALVES, ETC. MUST BE VERIFIED AND ADJUSTED TO MEET FIELD CONDITIONS., BASE COURSE- N.Y.S.D.O.T. ITEM, 403.12 4. ALL WORK, MATERIALS, SPECIFICATIONS, REGULATIONS, RULES, PERMITS, ETC., OF ALL STATE, COUNTY AND LOCAL GOVERNMENTS AND ALL UTILITY AGENCIES SHALL BE FOLLOWED BY THE CONTRACTOR. SUBBASE COURSE- N.Y.S.D.O.T. ITEM, 304.05 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE STATE IF NEW YORK DEPARTMENT OF LABOR, BOARD OF STANDARDS AND APPEALS INDUSTRIAL CODE RULE 753 - "CONSTRUCTION, EXCAVATION AND DEMOLITION OPERATIONS HEAVY DUTY AT OR NEAR UNDERGROUND FACILITIES", EFFECTIVE APRIL 1, 1975. THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH ALL APPLICABLE PAVEMENT SECTION REQUIREMENTS OF INDUSTRIAL CODE RULE 753. 1 112" TOP COURSE- N.Y.S.D.O.T. ITEM, 403.1701, TYPE SF 6. PRIVATE UTILITIES, CONTRACTORS, DEVELOPERS, OR OTHER PARTIES MAY 3" BINDER COURSE- N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 BE EXPECTED TO BE WORKING WITHIN THE CONTRACT AREA DURING THIS CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK UNDER THIS CONTRACT WITH THE WORK BEING 4" SUBBASE COURSE- N.Y.S.D.O.T. ITEM, 304.05 DONE BY OTHERS IN ORDER THAT THE CONSTRUCTION MAY PROCEED IN A EFFICIENT AND LOGICAL MANNER. LIGHT DUTY PAVEMENT SECTION I> 7" CONC. -CLASS "A" 6/6 6"X6" WELDED WIRE MESH CONCRETE PAD (ALTERNATE) TEMPORARY PAVEMENT SHALL BE PLANT MIX BINDER, NYSDOT 403.13, 4' MIN. THICKNESS. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS 00 11 8. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, ETC., 2" FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL OF TRAFFIC CONTROL DEVICES. 10, THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND DIRECTIVES BY THE LOCAL POLICE ROCK EXCAVATION 3" THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES EXPANSION JOINTS AT MAX. 16* CENTERS TO A CONDITION EQUAL TO OR BETTER 4 /2" TOP COURSE- N.Y.S.D.O.T. ITEM, 403.1701, TYPE SF BINDER COURSE- N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 3. ALL RIM ELEVATIONS FOR MANHOLES, CATCH BASINS, WATER AN ' D GAS VALVES, ETC. MUST BE VERIFIED AND ADJUSTED TO MEET FIELD CONDITIONS., BASE COURSE- N.Y.S.D.O.T. ITEM, 403.12 4. ALL WORK, MATERIALS, SPECIFICATIONS, REGULATIONS, RULES, PERMITS, ETC., OF ALL STATE, COUNTY AND LOCAL GOVERNMENTS AND ALL UTILITY AGENCIES SHALL BE FOLLOWED BY THE CONTRACTOR. SUBBASE COURSE- N.Y.S.D.O.T. ITEM, 304.05 5. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE STATE IF NEW YORK DEPARTMENT OF LABOR, BOARD OF STANDARDS AND APPEALS INDUSTRIAL CODE RULE 753 - "CONSTRUCTION, EXCAVATION AND DEMOLITION OPERATIONS HEAVY DUTY AT OR NEAR UNDERGROUND FACILITIES", EFFECTIVE APRIL 1, 1975. THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH ALL APPLICABLE PAVEMENT SECTION REQUIREMENTS OF INDUSTRIAL CODE RULE 753. 1 112" TOP COURSE- N.Y.S.D.O.T. ITEM, 403.1701, TYPE SF 6. PRIVATE UTILITIES, CONTRACTORS, DEVELOPERS, OR OTHER PARTIES MAY 3" BINDER COURSE- N.Y.S.D.O.T. ITEM, 403.13, TYPE 3 BE EXPECTED TO BE WORKING WITHIN THE CONTRACT AREA DURING THIS CONTRACT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS WORK UNDER THIS CONTRACT WITH THE WORK BEING 4" SUBBASE COURSE- N.Y.S.D.O.T. ITEM, 304.05 DONE BY OTHERS IN ORDER THAT THE CONSTRUCTION MAY PROCEED IN A EFFICIENT AND LOGICAL MANNER. LIGHT DUTY PAVEMENT SECTION I> 7" CONC. -CLASS "A" 6/6 6"X6" WELDED WIRE MESH CONCRETE PAD (ALTERNATE) TEMPORARY PAVEMENT SHALL BE PLANT MIX BINDER, NYSDOT 403.13, 4' MIN. THICKNESS. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS 00 IN THE FIELD. 8. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, ETC., FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL OF TRAFFIC CONTROL DEVICES. 10, THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND DIRECTIVES BY THE LOCAL POLICE ROCK EXCAVATION 11. THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES EXPANSION JOINTS AT MAX. 16* CENTERS TO A CONDITION EQUAL TO OR BETTER THAN CURRENTLY EXISTED 12. THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED STRUCK JOINTS SPACEDI 4' C C SPACE ENTRY REQUIREMENTS (29 CFR PART 1910). TEMPORARY PAVEMENT THE CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA SHEETING REQUIREMENTS (29 CFR PART 1926.650,651,652). MANHOLE FRAME & COVER NO. 1254 1 23 3/4' MARKED -SEWER- , -XXX- OR TOP OF ROCK APPROVED EQUAL. SOLID COVER, TWO PICK HOLES (TYP.) O D GRADE WITH BRICKS & MORTAR CURB o 4" CONC. SLAB w "A" O 1/2* CEMENT L. CONC. z PARGING ON OUTSIDE STANDARD 1.4 CATCH BASIN 12 TRAP -BY CAMPBELL DETECTABLE WARNING NOTE: FOUNDRY CO OR APPROVED VmIES REPLACE WITH 3/4' MECH. JOINT (TYP)RUSHED EQUAL O.D.O.D12' ALL JOINTS TO BE FLUSH STONE OR 6" PVC-- A6 4* PROVIDE 1/4- PREMOLDED JOINT FILLER AT DRAINAGE 12" -?7�4 PAPE- 6. BANKRUN GRAVEL AS 6* 2 CRUSHED T& E STONE -,t CONCRETE WALK DIRECTED. 6"-45* BEND NOTE: UNDISTURBED 1. DETECTABLE WARNINGS SHALL BE PROVIDED OVER THE FULL WIDTH EARTH PRECAST CATCH BASIN AND DEPTH OF CURB RAMP. N 6" X 6" WYE/ 6" PVC 2. PROVIDE SMOOTH TRANSITION TO EXISTING PAVEMENT SURFACE. ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS 6* UNDERDRAIN 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED ELEVATIONS IN THE FIELD. 8. THE CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, ETC., FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE DURATION OF THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST NYSDOT MANUAL OF TRAFFIC CONTROL DEVICES. 10, THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND DIRECTIVES BY THE LOCAL POLICE DEPARTMENT. 11. THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES EXPANSION JOINTS AT MAX. 16* CENTERS TO A CONDITION EQUAL TO OR BETTER THAN CURRENTLY EXISTED 12. THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED STRUCK JOINTS SPACEDI 4' C C SPACE ENTRY REQUIREMENTS (29 CFR PART 1910). 13. THE CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA SHEETING REQUIREMENTS (29 CFR PART 1926.650,651,652). MANHOLE FRAME & COVER NO. 1254 1 23 3/4' MARKED -SEWER- , -XXX- OR APPROVED EQUAL. SOLID COVER, TWO PICK HOLES (TYP.) BRING TO 1' MAX. GRADE WITH BRICKS & MORTAR CURB o PRECAST CONC. O 1/2* CEMENT 6/6 6-X6- WELDED "RE MESH 1/4- PRE MOLDED JOINT FILLER DEPRESSED 1/4- FOR JOINT SEALANT FLOW MAKE SMOOTH CONNEC11ON BETWEEN Z�� , - INLET AND OUTLET, SPLIT PIPE ROCK EXCAVATION TRENCH OR CONCRETE FORMED IF APPROVED 5" CONC. CLASS *A" BY THE ENGINEER. • TEMPORARY PAVEMENT ,o 6 BANKRUN FILL- (FOR ALL PIPES) KlUnt E' DAC!C7 X 6" OF CRUSHED STONE N.Y.S. #2 PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN MANHOLE PRECAST CONCRETE MANHOLE SANITARY MANHOLE m NYS ITEM 304.02 SEWER CLEANOUT DETAIL 1/4- PREMOLDED N.T.S. JOINT FILLER EXPANSION JOINTS AT MAX. 16* CENTERS URS STRUCK JOINTS SPACEDI 4' C C USE CAMPBELL 2617 FRAME AND GRATE 1 1/4- 4W CURB PRECAST CONC. 1/2* CEMENT PARGING ON OUTSIDE STANDARD 1.4 CATCH BASIN 12 TRAP -BY CAMPBELL DETECTABLE WARNING NOTE: FOUNDRY CO OR APPROVED VmIES SURFACE EQUAL ALL JOINTS TO BE FLUSH STRUCTURES A6 4* PROVIDE 1/4- PREMOLDED JOINT FILLER AT DRAINAGE -?7�4 PAPE- 6. 0 REVEAL FULL DEPTH CURB WITH NO REVEA 6* 2 CRUSHED T& E STONE -,t CONCRETE WALK NOTE: UNDISTURBED 1. DETECTABLE WARNINGS SHALL BE PROVIDED OVER THE FULL WIDTH EARTH PRECAST CATCH BASIN AND DEPTH OF CURB RAMP. 2. PROVIDE SMOOTH TRANSITION TO EXISTING PAVEMENT SURFACE. ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS NOM- ALL RIMS TO BE, SET 1 1/2- BELOW ANY PAVEMENT GRADE UNTIL FINAL PAVEMENT COURSE DROP CURB AND RAMP DONE BY ORUNDER THE DIRECTION OF THE NYS LICENSED IS PLACED. AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. X 6" OF CRUSHED STONE N.Y.S. #2 PROVIDE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN MANHOLE PRECAST CONCRETE MANHOLE SANITARY MANHOLE m Al) /< z /* /* LU 1 lu �V-.- . ...... . JU . ..... ..... Dote Issue L — — — — — — — — — -- - - - - - - - - ® - - - - - - - - - - - - - - - -7/-A7 9L r" '77 7,--l"4-l'#'-/---7 7�- -7kr - - - - - - - - - - - -- - - - - - - - - - - - - - - .. 7-7-7--"' -,7" �-T -7 F2 < 2 y _ . s r m? r } CS' F uj Lu) 3 BAT' 5.5. 51 NK f t (Yi ALUM. GL�55 ,-- 1 }— - F- , ®211rED --- .� i � : � ,... ��2 O$i/ 3 { ✓ 0 i � .. '. .. , ... ... .......... DateDateSSU@ BULL ._.� s rt ii, , .."r5Z,. r1 4 z. i C ? 4 .,.. j�,jj ,2 F.•t. r� . S lex s l 1 x t t ,. t ,- _..,.. t v O�x y < 00 �Y ON N0 N} i r SIN 112" .,.—. BLUE 5 _ r ta 62 qG kqALK 1s COUNTER ELEV TRNv;iGT Gi2PT 1 t _ 4" P. LAM FIXEP A 2STO, cp SNEi..VE5 5 (esEE 24 2}} , r . r, 3{ M Fl 51 , , , .. �. " �: ✓ r ` . .. ! . k.. k k .. k x.... r^ ..-.�-.__�..._..._.1� _.. ,... _. _.. .. ... , ,. .. < F :.. .. .k-. -if ou 11 a. xr,�'k•:x, �k..xx .{X. ,x ..,,,,,'x'?,,>tiX`,-.x. 3��.xh>,.,�,.,..;,,. .,,.�,. .?c. .. ,. h„ 'C., .,,.:..'\�.� _ r,. .��..., ,� _« ,atd i � � � �` `i ,r1.: , y _ . s r m? r } CS' F uj Lu) 3 BAT' 5.5. 51 NK f t (Yi ALUM. GL�55 ,-- 1 }— - F- , ®211rED --- .� i � : � ,... ��2 O$i/ 3 { ✓ 0 i � .. '. .. , ... ... .......... DateDateSSU@ BULL ._.� s rt ii, , .."r5Z,. r1 4 z. i C ? 4 .,.. j�,jj ,2 F.•t. r� . S lex s l 1 x t t ,. t ,- _..,.. t v O�x y < 00 �Y ON N0 N} i r SIN 112" .,.—. BLUE 5 _ r ta 62 qG kqALK 1s COUNTER ELEV TRNv;iGT Gi2PT 1 t _ 4" P. LAM FIXEP A 2STO, cp SNEi..VE5 5 (esEE 24 2}} , r . r, 3{ M Fl 51 , , , .. �. " �: ✓ r ` . .. ! . k.. k k .. k x.... r^ ..-.�-.__�..._..._.1� _.. ,... _. _.. .. ... , ,. .. < F :.. .. .k-. -if ou 11 a. xr,�'k•:x, �k..xx .{X. ,x ..,,,,,'x'?,,>tiX`,-.x. 3��.xh>,.,�,.,..;,,. .,,.�,. .?c. .. ,. h„ 'C., .,,.:..'\�.� _ r,. .��..., ,� _« ,atd i � � � �` `i ,r1.: IE HARDWARE GROUPS Group 1: Restrooins 3 Hinges Privacy lock Closure Door stop 3 Silencers Group 2 Offices 3 Hinges Entrance/office lock Door stop 3 Silencers Group 3 Storage/ Kitchen 3 Hinges Classroom lock Closure Door stop 3 Silencers Group 4: Mechanical Room & Mtg Rin 3 Hinges Storeroom loci{ Closure 3 Silencers Group 5: Passage Doors 3 Hinges Passage latch Closure Door stop 3 Silencers Group b: Closet PR 3 Hinges x 2 Dummy trim x 2 Magnetic latches 2 Silencers Group 7: Eguipment Closet. (PR) 3 Hinges x 2 Storeroom lock Manual flush belt ( inactive leaf Dummy trim 2 Silencers Acoustical Astragal Group 8: Apparatus Bay Entry 3 Hinges Classroom lock Closure Door stop 3 Silencers Group 9: Closets 3 Hinges Passage Latch (outside) Closure 3 Silencers Group 10: Exit (Interior) 3 Hinges Passage hatch Closure Door stop 3 Silencers Group 11: Exit (Lock) 3 Hinges Panic bar/Storeroom loch Closure Silencers Door stop Group 13: Overhead Doors (1) Remote Operator (2) Wired Operator (1) at each side of door (2) at dispatch room (2) Sensors for Emergengy Stop (2 Heights) General Note All lockset funtions to be cbnfinned with owner & keying to be coordinated with owner. 7 Yui CLA155 5LIDIN67 DR. DS iaaXl�' O.H. nU � Nt?T ''s, i71C� PR. LOUVERED lO DOOR Oil FLt��i-1 JE eti ',g r E?OOR 56HEDULE � 7OOR POOR FRAME (SEE SHEET A2.6) . ., .. ill M prarlaut"tho . t DOOR ROOM NAMIr n ' ... , Sim �' f....,._ T i t REI.IA 5 NtAwtBER WIL3TH HEi6HT THIGK JAMB 51t i t` BASEMENT OOIA STAIR oii HM 3`-0" b'-8" I5/4* FI HM H2 i J2 SI IO G Project ©ii7 003A MEGH. ROOM pit # w 3,-o" 6'-b" 1 314* FI ; HM ; HI it 9 51 4 A245, OO4A EL. f, MACH. RM. DII HM,! 3'-O' 6.15" � 1 314" Fi' } HM ` FII �. it 51 4 G O05A: STORA&E oil , HM t 3'-0* b' -b' i 314" FI HM ' . H2 J2 . 51 3 G 006A ELEC, CLOSET Pit ' HM ' 3'-O" ` b` -b" } 1 314" F1 HM ' H1 ! it mai 4 G f f z FIRST FLC?OR VEST•IOULE of WD if2)3' t7" 5'-O" 1 3/4* F2 ? ; 41A2 cf ; 4/A2 �t : 56 11 S-YAINC 'ROVI EXTERIOR 0UTtOOA 1-1 ATHER STRIPPINe i0iA LOBBY of; 1^10(2)3' "i &'-0" 1 374* F2 HM ' HI if 56 1! tit* . 1015 LOBBY 126 < HM 3'-0' b'-6* 1-4/4' FI i HM 1t3 J3 55 8 102A W0MAN 9 RM, 03 t^? y .3'-0" 6'-8" 13!4* Fi HM ' HI it 52 ; 103A MEWS RM. 03 PV t 3'-0" 6-8" 13/4* Ft 14M! H1 Ji 52 1 104A 5TORA6E 04 1^10 ;( 2' fi" b`-6" 1 314' F2 HM HI JI 51 3 105A STORAGE 04 '. W ;(2)2'-b' b` -b" 1 374* F2 HM HI JI SI 3 iO&A MEETIN61TRAINING-9 06 1,0 3'--0" b' -a" t 3/4* i F3 HM HI JI 53 4 IC IA ELF -C. GL05ET V4 HO f2}2` kr"; b' -W 1 314* F2 HM , iii .it SI T 108'A COAT CL05ET t73 Wil 3'-O" f `_8„ 1 374* FI ` HM' .HI it 51 3 IOgA OFFIGE 03 :HO 3'-0" b' -b' _ 1 314" F1 : HM HI .it ` 5I 2 ItOA STCIFIAC-+E 04 ;kV t{2}2 b" b'-&' 1314' F2 '. HM .HI it 51 3 IIIA GORRIOOR 03 ; HP 1 3'-0" 6'-5" 1 314" F1 f HM HI it 53 11 112A KITGHEN 010 kV (2)2'-b'; 6-b" 1 3/4' F2 = HM . HI it 51 b 115A DAY ROOM D2 ' Y'tD � 3'-0' ` 6'-4r" 1 314 F1 1 Hl" 1 j H5 J5 56 I � tid6 PF'G7VIL7E FJCTERIOR THRE5WLPHEATf4ER5TRIPPJ%6 114A, BATH ROOM 03 viii ; 3'-0' , &-W 1 314* FI ; HM HI JI 52 5 115A JAN, CLOSET [tit _ HM 2'-b" 6•-b" 1 314' Fi' HM HI it St 4 116A TURN -OUT 6,EAR ©3 leV 3',-O" 6'_8" 1 314* Ft HM ,41 JI 53 5 f0A DISPATCH q i , 6^tC3 6'-0" 6'-w 1314* F4 ; HM Hi it 51 14 13ONWVII I F k4000 CA-10IN& PATIO? DOOR W ADA C.OMPL.IANT T 1165 DISPATCH 06 HM , 3'-0' 6-b" ` 1374* FI = HM ' H1 J7 55 6 114A APPARATUS BAY DS - Ho , 14'-0' I4`-•0" ' 2 We,' (` VETAiLS 2,x,4, SHT. rAfD 2) 0 i' ( E (t%'EMOTE TOR + (2) NilRF...27 OPERATIONS 2) A 114£3 APPARATUS SAY 05 ' IoO ; 14'-O" t4' -O" 2-7/6 (Sek BAILS 2,3,4, SHT. Ae^_2) 13 PROVIDE(Z YittREV twEMOlEOGPFRATfJR NS 1196 APPARATUS SAY Vba i,V i4'-,0" 14'-0' . 2"If6" (5EI* 0ETAiL52, 4, 5HT.:•At'i Z 13 PROVIDE (i) REMOTE OPERATOR OPERATIONS It+D APPARATUS BAY i?&a 14' O" I4` 0" 2 -7/6' (� DEiAtLS 2,4, 5HT ,Ab.2t 13 PROVIDE (I) REMOTE OPERATOR + (2) KRW OPERATIONS 7 Yui CLA155 5LIDIN67 DR. DS iaaXl�' O.H. nU � Nt?T ''s, i71C� PR. LOUVERED lO DOOR Oil FLt��i-1 JE eti ',g s � n*WMWnYXFt1/ S. . ., .. ill M prarlaut"tho . t jj I r :F 7 j„ �I� E]�7 .1 i t 7 Yui CLA155 5LIDIN67 DR. DS iaaXl�' O.H. nU � Nt?T ''s, i71C� PR. LOUVERED lO DOOR Oil FLt��i-1 JE eti ',g T «�� n*WMWnYXFt1/ S. . ., .. ill M prarlaut"tho . Contractor .nal'"Oly.ad Reid .. *.0 b.a +r,a<i• "S{i Yw+SAi of ooiztroofor for any ert'or or noolom on hii pot. O 7AS Project ©ii7 A245, Lile6kW Ire • e LIM -.:. - '� � SWI -,_. �- T!! - ..:..:......«».........-4.........�.._::...._...,.._ Yi,�u ate' y....._..,..._. _. ;....,_;....m...�...... �i 'ir.. MEN vArtam T .'. I I I I I I I 11 . 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"--,-- -- I �� 1� , A 1� I � I - I I I � I � AN(�,HORINO BY NINDOH - ", / � " 11 '' ", I SILL DET61L � I 1, : I 11 , " " I \, � 1, I � I 11 I I I I : I � - - I 1 I � $ 1 1 / � 1, I I I I I I i ANCHORING BY KINDO" , I \� , - ,/ \,,, _i/ \, 11 , .1 I I I � . . _ 111-1 - _/ __ . . � I � _/ �_ I I I � I I 1� I I I I , �, I I ------- � ; I- '_ I S I ir- - ,___� , I � ---- -- �_ __,_.__, --"- --,, - - 7,1 1 � I � I I I I 11 �. I - 5AGKER ROD 4 SEALANT ,1 I � .11- I'll, 1-1 -, SUPPLIER / INSTALLER r �1�1�_�11;_,�-K_,',� "`�FA� : I L_ I I 5()PPL11ER. / INSTALLER � ___ 1111111.111�.111 - I I � I I I " ,'I 1- '_1 , . - , __ __1 Ix TRIM I �4"�"U! � -,- � ,I I ____ " "I I , - 1, i � � , BACKER ROD a SEALANT I I - _ 1111--_ � " I . � I 1� " � � _1 , , I I - ---------- --1-1-1 I i�"ii�_ZL�� I I I I I I'll I I i I I I - I I I I I - I . - I , � I i � _1111, fnt I - - - �]__ 1, i Ix TRIM I I I I I I 1, � I 11 ,7 1 ! __11 I � I I I - I I I I I I I I I I � . 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I I I I I I ; I 1 I I I I - I I I - I - � ,� "I', - �,, I _ � 11 I I - I � I , I I I I I I I - I � I I I I I I I I I lu HULLUN MtT^L tXT1rR#0R DOOR i t frr.,,� G, �f > f y to I I /4x4 CEDAR NINDON 4 DOOR CA51NC TOP OF PLATE FL + 110'-0" t r f 5/4xb CEDAR WINDOW � MOOR BEAD :121 I 1/4" BACKER PANEL � w 13 ' "HARD1 TRIM" CORNER BOARDS TM t ux 4 r 14 CEDAR FA5G IA I RAKE A55EM1r3LY Ej f =17, 1....,......._..J i, t1r--T 1...... 14 CEDAR FA5G IA I RAKE A55EM1r3LY r i. OP OF FIRT FLOOR -..,.. .. ,.. ..... .. ...: ..._..,.. .., r. .. r:. x. ... E,..k r. ,:.., _...... ,. _:..,. � .... ....,. ,... _. s._x. ttf REF EL .. ....-. .., . ..,. _ .,.... 15 , EXTERIOR Iy NTING µ TOP OF 5LAB APPARATU5 BAY REF EL 9 -6 16 . CONTINUOUS METAL ELAS# INfi i ._..-,..__--_....r_.__:_.................._.,_..o_.,-_...- r- -------------------------------------- i __ I 1 PRE--GA5T LINTEL 18 514xb CEDAR O.H. MOOR GA51 NG x.: . . r--------------- _---- _ .r 5!4x10 CEDAR O.H.DOOR HEAD REFERENCE ELEVATION _,. " WI i/4 BACKER PANEL FRE5H AIR: INTAKE LOUVER 100-0 =ACTUALELEVATION 6-7 O {REFER TO MECH. DWC7`5) 20 CONCRETE PARCINC SIAME5E GONNEGTION 21 CEDAR . BRACKETS (REFER TO MEGH. ONO'5) FA'-C)T Fl FVATION :t. �. tt 7 - 1 n X J Y j, Of NE`s, » DESCRIPTION 11 REMARKS A ELEVATION VAI V IT ELEVATION Ohf B ELEVATION G ELEVATION A ELEVATION B ELVA71C71;# M~N5 ROOM FIR15T T FLR ME�SRU M FIR5T FLOOR MEN55 ROOM. FIRST FLOOR F , M��S ROOM.. FIRST FLOOR �0��5 iC�M. FIE25T FLOOR wOf�lv�5 ROOM: 1=1RST BOOR �L Vl��f h( C�7 N r�ai�airaa ... FIR5T FLOOR MENS ROOM INTERIOR ELEVATION5 FLOOR NOMEN'5 ROOM INTERIOR ELEVATION5 e #AB6& B'r' A$ -B, HOOD L7E51614 _;A!5so c, .. I/FLOOR BATRf PLAN FI5TFLOVR BATHROOM INTERIOR LEVIJy5 ---l— 514 x 10 1/4' DAG 51LL Nl , Q; f (5EE--IlA5,1) HAL.I✓ WALL - ) TO +42" A.F.F,t" W kqoorl> CAP x i e t, IOW t� t� 7�77777777 _ Y. ..-, _ f _. ��SL=VAIICPA El B ELEVATION � OAK 51LL , KITCHEN KITCHEN KITCHEN F:-- ELEVATION G < ._ #ABbe 5"r AtB ;HOOD PLAN INTERIOR -tNT.I KITCHEN P�ITG��N ��TIS O BATHROOM 6RIE5 Of NE`s, DESCRIPTION 11 REMARKS TAO � «: REMARKS <, ; ' PET 'G' .. 6ME3 : 7 E 7 i Q LE7 fei511� t� 5f'� � Af- - B 2 4fi Fi F. TOP T MOUNT G 8 A. .f=. T tJNI C3k1 28 1 U G t:iF �REii ,q ' L MILLHORK ETEC „• OR EQUAL BATHROOM �A2iffiDh STAINLESSi STEEL B 2�2 MOUNT 48 A.".=. 77 BO"1UM � MIRROR `MANUFACTURER 2, ALL f� 5 ALL PONE Id AGG©i�A.Wf714 GOMME DATt �d5� 53C3RfGK AfiGAP aRAB BAP -5 B-6106 42 'Sff 56 BAGCi MOUNT 54 A.FaF, TO CENTERLINE OF BAR 5#'�G FfGA7fOf�ES ; SPECIFICATIONS-, Y4iR^f�hALL RELATED 7RA?F53. GJ?if�AfE co"tll4io ,` Ahs. ccn�tiaar txt , . 1 ALUM. 4 C�f..A55 MOWER DC?CJR ! ENCLOSURE (C��et ♦+r��..'ft� �y,,.� �. c�r+troator � for • �� of r r�r war'G ;�, . r" Q. BATHROOM 6RIE5 Of NE`s, DESCRIPTION MANUFACTURER REMARKS TAO ?SGRfPTfCf MANUFACTURER REMARKS <, ; ' : 7 E 7 i Q LE7 fei511� t� 5f'� � Af- - B 2 4fi Fi F. TOP T MOUNT G 8 A. .f=. T tJNI C3k1 28 1 U G t:iF L _, A F' F2 f. MANUFACTURER Oil I.; AGG�5�0 f�5 7f? S fGf UNLfr:S 7f�i Wf 7f�U f� APPROVED, IVO t� „• OR EQUAL BATHROOM �A2iffiDh STAINLESSi STEEL B 2�2 MOUNT 48 A.".=. 77 BO"1UM � MIRROR `MANUFACTURER 2, ALL f� 5 ALL PONE Id AGG©i�A.Wf714 GOMME DATt �d5� 53C3RfGK AfiGAP aRAB BAP -5 B-6106 42 'Sff 56 BAGCi MOUNT 54 A.FaF, TO CENTERLINE OF BAR 5#'�G FfGA7fOf�ES ; SPECIFICATIONS-, Y4iR^f�hALL RELATED 7RA?F53. GJ?if�AfE ' . ALUM. 4 C�f..A55 MOWER DC?CJR ! ENCLOSURE i ^' r. 4 xi r a t _ t i r t t t t , i r r ZQ. t s <t F I $ t , i t , 1` , i ryi ..:... <.✓ te. ...'v. »,. "; .. , _.. ... Y,. ,.. .,x i,...... .... _.h -..,y ,., ... e. . µ.... R _.s .. . .,:... �}j{({/�' 1 } y t {{jS : � / t ,... . .._-_... ,.33.w.... ,: ✓ ..... .. .... ., +, „_...... ,. ..._...,.._, J ........ ... .. ....... •, ,.. ,._:..___ ... ...« � .. � _.. !i ... t.� .,, .: .. e: -. �: 7..._ . ) \. - � � ! . 1( [ ! ...�...s.r_a. i_.....:..._.�._. Y. -:n 1 : 1� - t'N.: -tALI&N-- t W:. r W t t t L -a- 5' 2 µ « S t, { r MAi:..X....r w ,. L L I V' x, $$ - 0 ..... ... ..... ... URf SELECTED BY ARCHITE6TFIREHO DORM B BATHROOM: SECQNCFLOOR DORM B BATHROOM- SECCN� FLOOR 3QRwB BATHROOM: 5EGQ1� HALL y�yy 115 Stevens Avertu r 'Valhalla, .Neva Yark 10514,5' 5+1 3/4" E3l6 PLYlqC3t?9 BLQCK i NCS }QLD BACKQR...._ INTE ��, I LEV TILj -,4 �l1 PROVIDE PERPENDICULAR t t DOOR 5HIN& 40" . ` v 2 t3LQCKiNC @ ALL BRACKETS DORM CLEARANCE_ Cl DORM /R6BATHROOM INTIV EE T V ✓ •-. , . _ .. ............: JLLAPROVIDE Ji tJ OR 0 6Q.C. MAX t , _.-- t re+ rrt r a 4 ,ra re r � .. ct kv m4A _ ,. wr+ok aro• a+; 444 2" PIA. OROMMET5OF, ;--.. CMU HALL - __,__ .�...._,_ ..__ _.. 4f trot w,dhitect.'Nt E✓If @j15PrTwROOM COUNTER It 111/2 ./ ._ r fes. ti Q 0,.,QLQ2 A5 ,- t A . - t�entraa#or-' ' ' cbms lLtJ04 11N i1 SELECTEi� BY ARCH. t =Y of work. No. 5/43Hoo FiLywQQp Cttft'tf Ct6r for anyIp`15'aP.. newooan hisa>�, * V . 0171 l ... t vQ ,�cc Rt i ^' r. 4 xi r a t _ t i r t t t t , i r r ZQ. t s <t F I $ t , i t , 1` , i ryi ..:... <.✓ te. ...'v. »,. "; .. , _.. ... Y,. ,.. .,x i,...... .... _.h -..,y ,., ... e. . µ.... R _.s .. . .,:... �}j{({/�' 1 } y t {{jS : � / t ,... . .._-_... ,.33.w.... ,: ✓ ..... .. .... ., +, „_...... ,. ..._...,.._, J ........ ... .. ....... •, ,.. ,._:..___ ... ...« � .. � _.. !i ... t.� .,, .: .. e: -. �: 7..._ . ) \. - � � ! . 1( [ ! ...�...s.r_a. i_.....:..._.�._. Y. -:n 1 : 1� - t'N.: -tALI&N-- t W:. r W t t t L -a- 5' 2 µ « S t, { r MAi:..X....r w ,. x, $$ - 0 ELEVATION A' y t .I . S 6RADE 12 iFLf COLORA5 ..-. PK.C�V 1 i�E ,4H/lo-3ATT�NS i r �, MAi:..X....r w ,. x, $$ - ..: ..... ... ..... ... URf SELECTED BY ARCHITE6TFIREHO DORM B BATHROOM: SECQNCFLOOR DORM B BATHROOM- SECCN� FLOOR 3QRwB BATHROOM: 5EGQ1� HALL y�yy r 5+1 3/4" E3l6 PLYlqC3t?9 BLQCK i NCS INTE ��, I LEV TILj -,4 �l1 PROVIDE PERPENDICULAR t t r . v 2 t3LQCKiNC @ ALL BRACKETS DORM } BATHROOM PLAN Cl DORM /R6BATHROOM INTIV EE T V ✓ •-. , . _ .. ............: JLLAPROVIDE BE OR 0 6Q.C. MAX t _.-- - ERE0,. .. ,. _ ,. wr+ok aro• a+; 444 2" PIA. OROMMET5OF, ;--.. CMU HALL - __,__ .�...._,_ ..__ _.. 4f trot w,dhitect.'Nt E✓If @j15PrTwROOM COUNTER It 111/2 ./ ._ r fes. ti Q 0,.,QLQ2 A5 ,- . - t�entraa#or-' ' ' SELECTEi� BY ARCH. t =Y of work. No. 5/43Hoo FiLywQQp Cttft'tf Ct6r for anyIp`15'aP.. newooan hisa>�, * V . 0171 l ... t vQ ,�cc Rt t51 !l -el F _o va TAA& iESGRtwTkC* MANIFA4.TiRER REMARKS TA3 LESGRfPTt4N MANUFACTURERTURERREMARKS TOILET T155UE PI9=`ENSER AI- B 21�Q MOUNT 26 I/ A.F F. TO TOP UNIT i { i { ; FORMICA C,7RM GA C-�RAL7E 12 PL t. MA � A f 5 TO G UNLESS d Wi f Af�'RG? I�It3FAGTUtK'£-R €3R ALL. GGE55�R � BE BC�E3R1 K LE55 THBR. � NQTB OR VET. , � Scale, , m . SLAB t , 1 BQ3RIGK OF, Et�UA BATHROOM PARTITION ; , = � _ STAINLESS STEEL MIRROR , pf Kin' trM MT 48 A.F.F.A,F.=.TQ B?TTCM �F MIRROR 2 ALL WOK SHALL BE �LNE i�AGGANGS W IT��AiUFAC:TURR� �fM�NDAT QV5 ANO COLOR A5 SELE�TEt7 B GHANom!G P G2AB BARS B-btCb 42"(510E), 36(BAGK) R MOUNT A.F.F.A.TO GENTERLINE OF A SPECIFICATIONS. 3: C"rQQRPlNATE WORK WITH :ALL %t;=1.,A t'Fv TRApe5- . . 9 i, ALUM., � GLA55 5FCW�R DOOR E LISRE ARCH, 6-0Q.C. MAX. l � . _. E F 50AP 1215PENSER TOS�L DISPENER�LG) 5-8221 --------------- 4�44 MOUNT 6?u A,F.F. T T�`OF UNIT'APER ELEVATION A' ELEVATION B ELEVATION C ELEVATION D PK.C�V 1 i�E ,4H/lo-3ATT�NS �, x, $$ DORM B BATHROOM. SECOND FLOOR DORM B BATHROOM: SECQNCFLOOR DORM B BATHROOM- SECCN� FLOOR 3QRwB BATHROOM: 5EGQ1� HALL y�yy INTE ��, I LEV TILj r . / DORM } BATHROOM PLAN Cl DORM /R6BATHROOM INTIV EE T V ✓ •-. , . _ .. ............: : .- - ERE0,. .. ,. _ ,. wr+ok aro• a+; � C'. ... ,�� c� 4f trot w,dhitect.'Nt E✓If @j15PrTwROOM COUNTER It 111/2 ./ II - 1 {j0 EGTI ON� HOP 5T A6ECOUNTER' 1 1/2' t�entraa#or-' =Y of work. No. Cttft'tf Ct6r for anyIp`15'aP.. newooan hisa>�, * V . 0171 l ... t vQ ,�cc Rt !l _o va TAA& iESGRtwTkC* MANIFA4.TiRER REMARKS TA3 LESGRfPTt4N MANUFACTURERTURERREMARKS TOILET T155UE PI9=`ENSER AI- B 21�Q MOUNT 26 I/ A.F F. TO TOP UNIT t. MA � A f 5 TO G UNLESS d Wi f Af�'RG? I�It3FAGTUtK'£-R €3R ALL. GGE55�R � BE BC�E3R1 K LE55 THBR. � NQTB OR VET. Scale, , m . B BQ3RIGK OF, Et�UA BATHROOM PARTITION STAINLESS STEEL MIRROR 2�2 MT 48 A.F.F.A,F.=.TQ B?TTCM �F MIRROR 2 ALL WOK SHALL BE �LNE i�AGGANGS W IT��AiUFAC:TURR� �fM�NDAT QV5 ANO GHANom!G P G2AB BARS B-btCb 42"(510E), 36(BAGK) R MOUNT A.F.F.A.TO GENTERLINE OF A SPECIFICATIONS. 3: C"rQQRPlNATE WORK WITH :ALL %t;=1.,A t'Fv TRApe5- . . ALUM., � GLA55 5FCW�R DOOR E LISRE l � . _. E F 50AP 1215PENSER TOS�L DISPENER�LG) 5-8221 --------------- 4�44 MOUNT 6?u A,F.F. T T�`OF UNIT'APER P Gt C?tt7 i�rit ' No Cy R -Dote 2/lC,7iC3 ; � I COAT FQQK MOUNT 4bk A.F.F. TO CENTER 1t� OF GOAT HQQKMUUNT ON iN50E OF DOOR, TY': K V goo ILa ®FM- ISO 0 1®i �No IN �El ,.L El 00 t} t� • if ® �'_.'/ DO El Qty J V tom.! El IG 0 WE tl 1G. 1 El El E IMOO Con ..El goo ILa ®FM- ISO 0 1®i �No IN �El T S#A7ED �AR TO F tHEPalA"a INF. LCA FN SLS C5 LB 5. BLD& CMU B 2GteLL REFER t , .• r" .. , r r tt r N TRUGTE 8 GC3 5 DS A IN5ERTEP INTO FELT 5I&GEP Y OP STRUCTURAL ?^iiC5 O . ��q,��yEd CONNECTION PE L LLCONSTRCONSTRUCTION AS -7^ Aye # sJiFVi'Y7V lI I� l.f L \ \ t � is d � - F i t f , ,. 7 7 ,, , i \ \ _ , . .. t t L ��R�`1p \� / Q ��M1 q.. �,�rC"�". :. .. Jai 1:. #.��J" #*i-t_t... - , t^ti t J� t✓� SY�iM} / ._.. t"�!"tf..+'. 1J� , 3 J"� iii. :✓ ('� , :, : ... , " } , . .. ..• ,.......;, , .. _ ,.. C U (ALL 51DEWEa TO HALL x ! 1: 1 \ , , 5TRIM r. ryN TICNR2O S f. .. «-s1-s4 .�Xm4 rtr ttt a rtrnx OVERHEAD L�Qi>#2 _. 5TRUGTURAL PRAHINC-75 FO ADDITIONAL 1N5TRUGTON5. 314" GD X. PLYHOOP "OUTSET" -fit (.2) SIUEWALL5 OF BAY 5/4" 50. IN51DE CORNER 318" THRU BOLT t rf r r tt r SYMBOL AND ABIBREVIATIONS 10,) INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR 13.) ALL REQUIRED UNDERPINNING, SHEETING, SHORING OR OTHER SIMILAR, 10,) CONSOLIDATE GROUT POURS EXCEEDING- t2- IN HEIGHT BY MECHANICAL NON -CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/ ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY, OF THE CONTRACTOR. THE CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER VIBRATION AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS SETTLEMENT HAS, OCCURRED. SYMBOL ABBREVIATION DESCRIPTI'ON' z 'CONSTRUCTION PROCEDURES, OR MATERIALS RESULT IN DEFECTIVE WORK THAT S G LICENSED IN THE STATE OF NEW YORK TO PROVIDE ALL NECESSARY,DE 1 NS 'AND REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURES, AND REQUIRED INSPECTIONS. CONTRACTOR SHALL SUBMIT SIGNED SEALED 11.) ANCHOR BASE 'OF WALLS TO FLOOR 'SLABS 'WHERE NO DOWELS ARE ADD L ADDITIONAL PROFESSIONAL FEES MAY BE CHARGED TO THE CONTRACTOR AT THE �STANDARD DRAWINGS OF SUCH DESIGNS TO THE ENGINEER FOR REVIEW, SPECIFIED WITH 'A HILTI, KWIK BOLT TYPE KB11 12-7 EXTRA THREAD OR ARCH ARCHITECT HOURLY RATE OF , ADDITIONAL SER -VICES. SUCH FEES MAY BE WITHHELD FROM THE GENERAL CONTRACTOR'S PAYMENT. 14.) ALL EXISTING CONDITIONS DEPICTED ON THE,� DRAWINGS ARE BASED ON APPROVED EQUAL AT 32" O.C. WITH 3" EMBEDMENT. BEE BOTTOM OF FOOTING/rNDN. ELEVATION LIMITED FIELD OBSERVATIONS. ANY UNUSUAL CONDITIONS OR DISCREPANCIES, 12.) MASONRY OPENING � LINTELS HAVE. BEEN DESIGNED ON TH'8ASIS OF BOTT BOTTOM 11.) THE STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH THE SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION 'OF,'THE ENGINEER. ARCHING ACTION OF�THE �COM ' PLETED WALL. LINTELS REQUIRE TEMPORARY ci CONTRACTION (CONTROL) JOINT ARCHITECTURAL, M/E/P DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS) AND EQUIPMENT MANUFACTURERS TO ENSURE THAT OPENINGS, ANCHORS, INSERTS, SLEEVES, ATTACHMENTS, ETC. ARE PROVIDED AS REQUIRED. SOME OF 15.) AT NO TIME SHALL BULLDOZERS, TRUCKS OR OTHER HEAVY CONSTRUCTION 'EQUIPMENT BE PERMITTED CLOSER'THAN 8'-0*' TO, ANY FOUNDATION WALL. SUPPORT UNTIL THE MORTARHAS ACHIEVED ITS�SPE&IED STRENGTH, 1,3.) POINTS OF BEARING SHALL BE ON TWO (2) COURSES MINIMUM OF CONT CONTINUOUS CONST CONSTRUCTION JOINT THE DETAILS OF THE WORK ARE SHOWN ON THE THESE DRAWINGS AND SHOULD BE CAREFULLY REVIEWED, BY THE CONTRACTOR TO FULLY COMPREHEND THE FULL SCOPE OF WORK. 16.) CONFORM TO THE BUILDING CODE OF NEW YORK STATE AND OSHA REQUIREMENTS- REGARDING THE BRACING, SHEETING, 'SHORING, ETC. OF MASONRY GROUTED SOLID CONTINUOUSLY. 14.) ALL AUTHORIZED CUTTING AND FITTING OF MASONRY, INCLUDING, THAT D DEEP/DEPTH DWG. DRAWING EXCAVATIONS, REQUIRED TO ACCOMMODATE THE WORK OF OTHER TRADES, SHALL BE DONE EF EACH FACE 12.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND !QQNCRETE: WITH MASONRY SAWS. ELEV ELEVATION COORDINATING ALL DIMENSIONS WITH THE ARCHITECTURAL AND M/E/P DRAWINGS. IN CASE OF CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM THE ARCHITECT. 1.) ALL DETAILING, FABRICATION AND PLACING OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE ACI DETAILING MANUAL SP -66 (LATEST 15.) M/E/P LINES SHALL, NOT BE RON IN ANY HORIZONTAL MASONRY WALL JOINTS, VERTICALLY IN ANY REINFORCED OR GROUTED MASONRY CELLS, NOR EQ EQUAL EXIST EXISTING REVISION). UNDER AND PARALLEL TO ANY LOAD BEARING CMU WALLS. FG FINISH GRADE 13.) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 2.) CONCRET ' E SHALL BE NORMAL WEIGHT,UON AND DEVELOP A MINIMUM STRENGTH IN 28 DAYS AS FOLLOWS: 16.) ALL MASONRY WORK, MATERIALS, INSPECTIONS, TESTING, ETC. SHALL CONFORM WITH THE REQUIREMENTS OF THE BUILDING CODE OF NEW YORK FIN FL FINISH FLOOR FND FOUNDATION 14.) IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE LOCATION STRENGTH STATE. H HIGH/HEIGHT MOST STRINGENT REQUIREMENTS SHALL GOVERN. FOOTINGS 3500 PSI - IF INSIDE FACE 15.) THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF- SUPPOR TING AND PIERS 3500 PSI WALLS 3500 PSI 17.) PROVIDE TEMPORARY ADEQUATE BRACING AS REQUIRED DURING CONSTRUCTION OF MASONRY WALLS TO WITHSTAND, LATERAL LOADS AND THE - IFP INSIDE FOOTING PROJECTION STABLE AFTER CONSTRUCTION OF THE STRUCTURE HAS BEEN COMPLETED. THE SLAB -ON -GRADE 4000 PSI PRESSURE OF FLUID GROUT. PROVIDE INTERMEDIATE BRACING AS THE WORK L LENGTH/LONG - STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. JOB SITE SAFETY AND CONSTRUCTION 2" CONC. TOPPING 4000 PSI PROGRESSES. - LMF LIGHT (GAGE) METAL FRAMING PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. LACK OF 3.) ALL GROUT SHALL SHALL BE OF NON -SHRINKAGE TYPE WI TH A MINIMUM LVL LAMINATED VENEER LUMBER COMMENT BY THE ARCHITECT/ ENGINEER IS NOT TO BE INTERPRETED AS COMPRESSIVE STRENGTH OF 7,500 AT 28 DAYS. 5IRUCT-URAL STEEL MAX MAXIMUM APPROVAL OF THOSE ASPECTS OF WORK. 4.) NO WELDING OF REINFORCING WILL BE PERMITTED. 1.) MATERIALS: WIDE FANGE SHAPES - ASTM A 992, GRADE 50 AMERICAN STANDARD SHAPES, CHANNELS, ANGLES, PLATES & BARS MIN MINIMUM MO MASONRY OPENING F0_QNQATIQN AND lKAYATIQN; 1.) DESIGN SOIL BEARING PRESSURE = 4,000 PSF. THE FOUNDATION DESIGN, IS 5.) DEFLECTION OF THE FLOORS BEAMS WILL OCCUR DURING CONCRETE PLACEMENT AT THE FLOOR SLABS. ON AVERAGE,� ANTICIPATE THAT ACTUAL - ASTM A36 STRUCTURAL STEEL TUBING, SQUARE - ASTM A 500 GRADE B STRUCTURAL STEEL TUBING, ROUND - ASTM A 53, TYPE S oc ON CENTER OF OUTSIDE FACE BASED ON THE, RESULTS OF A SUBSURFACE INVESTIGATION AND GEOTECHNICAL REPORT PREPARED BY MELICK-TULLY AND ASSOCIATES, P.C. GEOTECHNICAL ENGINEERS AND ENVIRONMENTAL CONSULTANTS; SOUTH BOUND BROOK, NEW SLAB THICKNESS WILL EXCEED THE DESIGN THICKNESS. BY 0.5 INCHES. 6.) THE CONTRACTOR� SHALL SUBMIT THE CONCRETE MIX DESIGN TO THE BOLTS - ASTM A 325 ANCHOR BOLTS - ASTM A 307 (UNLESS NOTED) OFP OUTSIDE FOOTING PROJECTION REINF REINFORCING JERSEY (908) 356--3400. PROJECT NUMBER 7427-001*G DATED OCT. 18, 2002 ENGINEER FOR APPROVAL TOGETHER WITH LABORATORY RESULTS ATTESTING WELDING ELECTRODE 1-1 ASTM E 70XX LOW HYDR'OGEN Sim SIMILAR 2.) THE BOTTOM OF ALL EXCAVATIONS SHALL BE -INSPECTED BY THE OWNER'S GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE OR GRANULAR FILL TO THAT THE MIXES CAN ATTAIN THE MINIMUM STRENGTH REQUIRED IN ACCORDANCE WITH CHAPTER 3 OF ACI -301-795.1 SHEAR CONNECTORS - 3/4" DIAM. ASTM A 108- 81 2.) ALL BOLTS SHALL BE 3/4"0 MIN. TYPE N (UON)., T THICKNESS/THICK TOS TOP OF STRUCTURAL STEEL ELEVATION VERIFY THE PRESUMPTIVE BEARING STRATA AND DESIGN SOIL BEARING 7.) ALL REINFORCING BARS SHALL BE DEFORMED BILLET STEEL CONFORMING - TPE TOP OF PIER ELEVATION PRESSURE. ALL UNSUITABLE MATERIAL (BRICK FRAGMENTS, ASPHALT, CONCRETE TO ASTM A615,''GRADE 60. 3.) ALL BEAM, TO BEAM OR BEAM TO COLUMN CONNECTIONS SHALL BE - TSE TOP OF STRUCTURAL SLAB ELEVATION BOULDERS, ETC.,) WITHIN THE BUILDING AREA AND EXCAVATION SHALL BE REMOVED FROM THE SITE. 8.) ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WITH A EQUAL TO THOSE SHOWN IN THE AISC MANUAL OF STEEL CONSTRUCTION IF THE REACTION VALUES ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS. I - TSHE TOP OF SHELF ELEVATION 3.) ALL WATER AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE BOTTOM OF THE EXCAVATION BEFORE COMPACTING SUBGRADE AND PLACING CONCRETE OR GRANULAR FILL. MINIMUM YIELD STRENGTH OF 75 KSL LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE TOGETHER. 9.) THE MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS: THE CONNECTIONS SHALL BE -SELECTED TO HAVE A MINIMUM VALUE OF 60 % OF THE TOTAL'UNIFORM LOAD ON BEAMS, AND 80% OF THE TOTAL UNIFORM LOAD ON COMPOSITE BEAMS, FOR THE GIVEN SHAPE, SPAN AN STEEL SPECIFICATION FOR THE BEAM IN QUESTION. THE, EFFECT OF CONCENTRATED LOADS NEAR AN END CONNECTION SHALL BE CONSIDERED. ALL CONNECTIONS MUST DEVELOP REACTIONS WHERE GIVEN ON FRAMING - TWE TOP OF WALL ELEVATION TYP TYPICAL UON UNLESS OTHERWISE NOTED VP VAPOR BARRIER 4.) FOUNDATION WALLS AND FOOTINGS SHALL BEAR ON COMPACTED, GRAVEL FOOTINGS ' 3" PLANS IF THESE EXCEED THE- ABOVE REQUIREMENTS. W WIDTH/WIDE CUSHION PAD PLACED ON UNDISTURBED OR PROPERLY COMPACTED NATIVE SOIL UON. 5) THE CAST -IN-PLACE SLAB -ON -GRADE SHALL BE PLACED ON A 6 MIL FOUNDATION WALLS AND PIERS - 1-1/2" SLABS - 2" 10.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER THREE (3) DAYS PRIOR TO 4.) ALL WELDING SHALL BE PERFORMED USING THE SUBMERGED ARC PROCESS USING E70XX ELECTRODES. ALL BUTT WELDS SHALL BE 100% PENETRATION WELDS AND ALL FILLET WELDS SHALL'BE 1/4" MINIMUM, WWF WELDED WIRE FABRIC STRUCTURAL DESIGN LOADS: POLYETHYLENE VAPOR BARRIER OVER 8" MINIMUM OF COMPACTED GRANULAR POURING CONCRETE FOR INSPECTION OF THE REINFORCING'BY THE ENGINEER. UNLESS OTHERWISE NOTED. LIVE LOADS FILL U.O.N. 6.) COMPACTED GRANU I LAR FILL SHALL CONSIST OF BROKEN OR CRUSHED' 11.) THE NEW CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR NOT LESS THAN 7 DAYS BY USING 'A CURING COMPOUND 5.) WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED, THE SPLICE SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF' THE SECTION. FLOOR 100 PSF ,SECOND FIRST FLOOR - APPERATUS BAY 600 PSF STONE, OR BANK OR CRUSHED GRAVEL AND SHALL CONSIST OF SOUND, TOUGH CONFORMING TO ASTM C309 OR BY WET BURLAP OR A PLASTIC MEMBRANE. SUCH SPLICES SHALL NOT INTERFERE WITH ANY ARCHITECTURAL OR FIRST FLOOR -ALL OTHER AREAS 100 PSF DURABLE PARTICLES FREE FROM SOFT, THIN, ELONGATED OR LAMINATED PIECES AND FREE OF MUD, DIRT, VEGETATIVE OR OTHER DELETERIOUS SUBSTANCES GRADED AS FOLLOWS: CURING SHALL BE IN ACCORDANCE WITH ACI SPECIFICATIONS. 12.) ALL,CONCRETE FORMWORK SHALL REMAIN IN PLACE FOR A MINIMUM 7 MECHANICAL CLEARANCES. SPLICE DETAILS AND LOCATIONS SHALL BE SHOWN ON THE SHOP DRAWINGS. ROOF 38 PSF PLUS SNOW DRIFT AND UNBALANCED LOAD CONDITION DAYS FOR'WALL FORMS AND 21 DAYS FOR BEAMS AFTER SUCH TIME, ALL 6.) ALL STRUCTURAL STEEL SHALL BE CLEANED IN ACCORDANCE WITH THE GENERAL NOTES SQUARE MESH SIZE: PERCENT PASSING BY WEIGHT: CONCRETE FORMWORK SHALL BE REMOVED. STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION SP -3-82 FOR POWER PASS 3" 100 PASS #40 10-70 13.) CONFORM TO ACI HOT AND COLD WEATHER CONCRETING REQUIREMENTS AS TOOL CLEANING AND PAINTED TO A MINIMUM DRY FILM THICKNESS OF 2 MILS WITH A SHOP COAT OF TNEMEC #10-99 ALKYD RUS ' T INHIBITIVE 1.) THE FOLLOWING REQUIREMENTS ALONG WITH THE DRAWINGS AND PROJECT PASS #200 0-11 -REQUIRED. PRIMER AS MANUFACTURED BY TNEMEC COMPANY, INC., KANSAS CITY, MO, SPECIFICATIONS SHALL BE COORDINATED AND SHALL, APPLY TO THIS OR APPROVED EQUAL. STRUCTURE AND OTHER REQUIRED ASSOCIATED WORK. 7.) THE COMPACTION EFFORT, WHERE REQUIRED, SHALL BE INSPECTED BY THE 14.) ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE WHILE OWNER'S GEOTECHNICAL ENGINEER. MATERIAL REQUIRING COMPACTION SHALL BE POURING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE 7.) PROVIDE LOOSE STEEL LINTELS OVER ALL REQUIRED OPENINGS 2.) ALL WORK, TESTING, MATERIALS, ETC. SHALL BE IN ACCORDANCE WI TH THE PLACED IN MAXIMUM 8" LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE FURNISHED BY THE CONTRACTOR TO PROVIDE PROPER SUPPORT FOR ALL BARS. THROUGH EXTERIOR AND INTERIOR MASONRY WALLS AS PER THE LINTEL BUILDING CODE OF NEW YORK STATE AND WITH THE REGULATIONS OF ALL COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 95 % OF ITS SCHEDULE ON THE DRAWINGS. GOVERNMENTAL AGENCIES HAVING JURISDICTION. MAXIMUM DENSITY AT OR NEAR OPTIMUM MOISTURE. THE OWNER'S OT G'E IECHNICAL ENGINEER SHALL TEST THE MATERIAL BEFORE AND AFTER CON!QREJE MA5.QNRY. 8.) ALL STRUCTURAL STEEL BEAMS AND COLUMNS ADJACENT TO MASONRY 3.) ALL STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN COMPACTIGN FOR CONF'ORMANICE NTH THE SPECIFICATIONS. NO LIFTS SHALL BE 'THE 1.) ALL CONCRETE BLOCK SHALL BE LIGHTWEIGHT HOLLOW LOAD BEARING SHALL HAVE 1-1/2"xl/8" STRAP ANCHORS AT l'-4" 0,C. MAXIMUM OR INSTITUTE OF STEEL CONSTRUCTION'S (AISC) MANUAL OF STEEL CONSTRUCTION, PLACED WI-1,EN WEATHER CONDITIONS ARE SUCH THAT MOISTURE CONTENT MASONRY UNITS UNLESS OTHERWISE NOTED ON THE DRAWINGS CONFORMING TO THE EQUIVALENT UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALLOWABLE STRESS DESIGN, NINTH EDITION. OF THE MATERIAL -CANNOT BE PROPERLY CONTROLLED, IN PLACING, OR ASTM C90, CLASSIFICATION D-2, WITH A MINIMUM MASON ' RY COMPRESSIVE COMPACTING MATERIAL, DO NOT DAMAGE NOR DISPLACE CONCRETE WORK STRENGTH OF 1,500 PSI ON THE NET AREA OF THE UNITS. MIN[MUM 9.) REFER TO THE ARCHITECTURAL AND M/E/P DRAWINGS FOR OTHER 4.) ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN ALREADY IN, PLACE BY CONTACT WITH COMPACTION MACHINERY. COMPRESSIVE STRENGTH OF CMU - 1,900 PSI. REQUIRED MISCELLANEOUS STEEL. CONCRETE INSTITUTE'S (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AC1318-95." 8�) ALL SOIL SURROUNDING AND UNDER NEW AND EXISTING FOUNDATIONS 2�) ALL MORTAR SHALL BE TYPE S AND CONFORM TO ASTM C270. 10,) CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY GUYING -AND SHALL BE PROTECTED FROM FREEZING AND FROST ACTION THROUGHOUT THE BRACING ALL STRUCTURAL STEEL TO MAINTAIN SAFETY, STABILITY AND 5.) ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM TO THE AMERICAN COURSE OF CONSTRUCTION. 3.) COARSE GROUT USED IN PILASTERS AND WALLS SHALL CONFORM TO ASTM ALIGNMENT DURING ALL PHASES OF CONSTRUCTION, AND SPECIFICALLY, CONCRETE INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR MASONRY C476. USE ONE PART PORTLAND CEMENT, THREE PARTS DRY LOOSE SAND, 1.5 DURING CONCRETE OPERATIONS. SUCH GUYING AND BRACING SHALL REMAIN STRUCTURES (ACI 530-88/ASCE 5-88)" AND "SPECIFICATIONS FOR MASONRY -7 r- THE CONTRACTOR SHALL BE RESPONSIBLE FOR, LIMITING POURS TO MINIMIZE PARTS PEA GRAVEL AND THE MINIMUM AMOUNT OF WATER TO PRODUCE A IN PLACE UNTIL THE STRUCTURE HAS ATTAINED ADEQUATE STRENGTH. STRUCTURES (ACI 530.1-88/ASCE 6-88)." SHRINKAGE CRACKING. WALL CONTRACTION AND/OR CONSTRUCTION, JOINTS WORKABLE MIX, SHALL BE SPACED AT A MAXIMUM DISTANCE OF 40'-0", SLAB CONTRACTION 11.) CERTIFICATES OF COMPLIANCE ARE REQUIRED TO BE SUBMITTED TO 6.) ALL WELDING SHALL COMPLY WITH THE PROVISIONS OF AMERICAN WELDING AND/OR CONSTRUCTION JOINTS SHALL BE SPACED AT A MAXIMUM DISTANCE 4.) CEMENT USED IN MORTAR SHALL CONFORM TO ASTM C150. THE ENGINEER FOR STRUCTURAL STEEL, BOLTS, NUTS, WASHERS, AND WELD SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE - STEEL. " QUALIFY WELDING OF 15'-0". THE LOCATION AND CONFIGURATION OF JOINTS EXPOSED TO VIEW 'TO FILLER MATERIAL PRIOR TO THE FABRICATION OF ANY STEEL. THE STEEL PROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS D1.1 SHALL BE COORDINATED WITH THE ARCHITECT, 5.) ALL REINFORCING BARS SHALL BE DEFORMED BILLET STEEL CONFORMING FABRICATOR SHALL BE AISC QUALITY CERTIFIED CATEGORY 1 OR 2 FOR "QUALIFICATION" REQUIREMENTS, WITH THE REQUIREMENTS OF THE BUILDING ASTM A615, GRADE 60. JOINT (HORIZONTAL) REINFORCEMENT SHALL BE STEEL STRUCTURES, 'OR A MEMBER OF THE'STRUCTURAL 'STEEL CODE OF NEW YORK STATE AND WITH THE RULES AND REGULATIONS OF THE 10.) CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL SLOTS, DUR -0-WALL TRUSS TYPE' OR APPROVED EQUAL. FABRICATORS OF NEW ENGLAND. BOARD OF STANDARDS AND APPEALS. PIPE SLEEVES, OPENINGS, ANCHOR BOLTS, ETC. AS REQUIRED FOR 'THE STRUCTURE AND FOR THE WORK,OF OTHER TRADES BEFORE SETTING 6.) MASONRY SHALL NOT BE CONSTRUCTED IN TEMPERATURES BELOW 407. 12.) ALL STRUCTURAL ' STEEL EXPOSED TO WEATHER AND, LINTELS SHALL 7.) IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS 'BUILDING FORMS, COORDINATE ALL REQUIREMENTS WITH THE ARCHITECTURAL AND M/E/P PROVIDE A HEAT SOURCE AND PROTECTION �AS REQUIRED TO MAINTAIN BE HOT DIP GALVANIZED AFTER FABRICATION. AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY DRAWINGS. TEMPERATURE ABOVE 407. THE AR CHI TECT/ENGI NEER AND SHALL NOT PROCEED WITH ANY WORK THAT -THE 11.) VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WHEN 7.) ALL CELLS WITH REINFORCING BARS OR BOLTS SHALL BE GROUTED SOLID. WOULD BE AFFECTED UNTIL FORMALLY DIRECTED BY ARCHITECT/ENGINEER UNAVOIDABLE AND, SHALL BE LO , CATED A MINIMUM 6'-0" FROM ANY ON HOW TO PROCEED. SUPPORTING PIER OR BUTTRESS, EXCEPT WHERE SPECIFICALLY SHOWN ON THE 8.) VERTICAL CELLS TO BE GROUTED SOLID SHALL HAVE A' MINIMUM CLEAR 8.) THE CONTRACTOR SHALL VERIFY ALL EXISTING 'CONDITIONS AND DIMENSIONS 'DRAWINGS. NO HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN OPENING OF Yx2-1/2. IN FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY MATERIAL. ANY ON THE DRAWINGS WILL BE' ALLOWED. 9.) HOLLOW UNITS SHALL BE LAID WITH FULL -MORTAR COVERAGE ON THE" UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE I 12�) THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO HORIZONTAL AND VERTICAL FACE SHELLS EXCEPT THAT WEBS SHALL ALSO BE IMMEDIATE ATTENTION OF, THE ARCHITECT/ENG INEER. SAFEGUARD THE STRUCTURAL INTEGRITY OF ADJACENT STRUCTURES DURING BEDDED WHERE THEY ARE ADJACENT TO CELLS TO BE REINFORCED AND/OR EXCAVATION AND CONSTRUCTION OF,NEW FOUNDATIONS. FILLED WITH GROUT, IN THE STARTING COURSE, ON FOOTINGS AND SOLID 9.) ALL SHOP DRAWINGS FOR STEEL, REINFORCING BARS, STRUCTURAL STEEL, FOUNDATION WALLS, AND IN NON -REINFORCED GROUTED 'PIERS, PILA STERS AND WOOD TRUSSES AND CONCRETE,DECK INDICATING THE FABRICATOR ' COLUMNS. SOLID MASONRY UNITS SHALL BE LAID WITH FULL HEAD AND:BED� MANUFACTURER, FINISH, LAYOUT, AND ALL ACCESSORIES, MUST BE SUBMITTED JOINTS. TO AND BE CHECKED BY THE CONTRACTOR AND BEAR THE CHECKERS INITIALS BEFORE SUBMISSION TO THE ARCHITECT FOR REVIEW-PRioR TO FABRICATION. SEE SPECIFICATIONS FOR'SHOP DRAWING SUBMITTAL, ADDITIONAL REQUIREMENTS.' 110'- 2" MASONRY SHELF MIN. DOWELS 0 32" O.C. AT ALL MASONRY WALL, r4 TSE - 99�6 0 FE - 95. 7- CD F5,0 TWE, - 9 9.5 T- 1 8" BELOW FINISH S5.2 LOCATIONS. TYP. SEE 5 < T- F5.0 < SECTIONS FOR LENGTH -J HI POINT F- < - EXTERIOR GRADE. n (n fill 0 TYPICAL. 01 0 1 A' (Ci) -J) LYNCH - - ----- EL TSE - 98.5 JI9,5 TPE - 98.5 0 TT"ISTA L TWE 9.5 99.5 L L TWE F5.0 BOLLAR�D, CONSULTING ENGINEERS F5.0 \-BFE 97. �BFE - 97.33 TSE - 99,5 BFE -95.5 95 TSE - 99.5 SEE SITE & HI POINT 18"x18", PIER REINFORCED HI POINT 'ARCH PLANS 141W YORK IN DALLAS WITH 4#6 VERT. & #3012" TWE - 9 8.5 FOR LOCATION 50 &mdway How0lialli W 10532 HORIZ. TIES. SEE 8/S5.1. \-TYPE "F5" FOOTING V-0" TYP UO� W914.747.2800 f=914JA7.0453 TWE 98.5 WWWAMI-Coll" TYP. LION. 5'x5'x1'-2"` THICK FOOTING FOUNDATION WALL REINFORCED WITH 6#6 BARS TYPE "A", TYPICAL EACH WAY. SEE 7/S5.1. PI TCH LION. TYP. U ON- SLAB, TYPI TYPE "A" FOUNDATION WALL Y'o '15 8" CONCRETE SLAB REINF. WITH TWO r15 UON. S5.1 LAYERS OF 6x6 W2.9xW2.9 -WWF ON 6 MIL VAPOR BARRIER ON 8" COMPACTED GRAVEL TSE 99.29 AT FLOOR DRAIN LOW POINT, TYP. TWE 99.5 TWE 9 TS 99.5- 4 1`1 POINT (CJ) 4 4 4 r n 11 1 S5.2 85 WE 9 - n z TWE 9 8.5 0 cr_ - CONTRACTOR TO - E' P OF 4" rl 5 '*'i LOCAT TO C) /15 V) 9iiii #4 DOWELS @ 16 O.C. MASONRY SHELF MIN. -S5.1 8" BELOW FINISH z EXTERIOR GRADE. < TYPICAL. -F CONTRACTOR TO TSE 99.5 z LOCATE TOP OF4" 0 HI POINT :DD MASONRY SH -_-LF MIN. 4 6" VC- P ETER PERFORATED 0 Date Issue UJ TWE - 99.5 5 TSHE 98.83 2 n 811 BELOW FINISH - U) S5.3 S5.3 DRAIN PI E EN D IN 3/4" 1 @ DOORS AND -TWE- 99.16 CRU'SHED STONE AN APPED EXTERIOR GRil\DE. BFE 94 BFE 95.5 AROUND TWE 1001 TYPICAL. TSHE -,,98.83 IN �JLTER FABRIC., BFE 95.5 APPARATU 96 BFE TWI- 5 BAY r 00 00 -T- 1,-T 71- --7 17- T -A TWE 99 F-- TSHE' BFE 9 Sim 'CISE 99.5- 90 TWE- 99.16 BFE 89.125 BFE - 96- BFE - 94 TWE - 100 Sim BFE - 98.58 S5.2 TW 100 TWE- SUMP PIT STEPPED FOOTIN11 5 3 11 -0" TYP, UON 00 .3 T S E - 9 2 90.67 STEPPED FOOTING 00 9.5- -F- 1 1, \� 5 CONCRETE SLAB R I EINF, WITH ONE P Opp 87.67 C) I LAYER OF 6x6J W2'.9xW2.9 WWF ON STEPPED 1 10, NE 1!'-0" TYP UON TEPPED FOOTING YP UON Z5- CONCRETE SLAB 0 6 MIL V.P. ON 8" COM�ACTED t REINF. WITH FOOTING L #4 DOWELS @ 16" O.C. BFE - 89.25 S5.2 LAYE , R OF 6x6 TWE 99 A Z 12' CONC. GRAVEL. 6 HAUNCH SLAB No I �1. - I I F REIF. SLAB I W2.9xW2.9 WW ON Project rite FOUNDATION WALL 4" CONCRETE PAD 15 BFE 96 �< I 1 1 6 MIL V.1P. -�l M 6 S5.1 TYPE "B" UON. I `- -- I ! SEE MECH. DWGS LAYER OF 3/4", S5.1 (SIMILAR) ON S. FOR SIZE AND LOCATI CRUSHED STONE�: FIREHOUSE --T-1 1 -7 1 =7�J SEE DETAIL 6 55.3 J-7 TWE 100 TSHE 90 Sm - ----- TWE 99.16 86,67 VILLAGE % `tTWE 100 �/BFE Sim 16 OF BFE 98.58 1 "1 99.16 rl *6 ZTWE TWE 9 4 DOWELS @ 32" O.C. S5.1 TWE 100 U RYEBROOK -1 L BFE 89.25 AT ALL MASONRY WALL -S5.1 89.25 6 TWE- 99.16 FOUNDATION WALL S5.3 L--TSHE- 99.16 King Street TYPE "B" UON. LOCATIONS. TYP. SEE SECTIONS FOR LENGTH 8" MASONRY WAL 71 1 ED L. (SIMILAR) 4 DRAIN PIPE ENCASED IN 3/4" TYP. #4 DOWELS @ 32" 0. C. Rye Brook, NY J ;:rB FE - �9.25 6" PVC PERIMETER kRFORAT l' -O" TYP UON CRUSHED STONE AN� WRAPPED I I -3FE - 89.25 AT ALL MASONRY WALL BFE - 89.25 IN FILTER FABRIC. EE BFE - 89�25 0 -- Drowifig Tifle I I TWE - 9 9.1 6�-3- LOCATIONS. TYP. SEE -- 1 #4 DOWELS I u 0 ARCHITECTURAL AND SITE PLANS 8" MASONRY WALL. SECTIONS FOR, LENGTH FMATION PLAN 0 16" O.C. -A V-0" TYP UON FOR LOCATION.AND ADDITIONAL TYP. C(TNC�IfTffaTB' RtINF. WITH ONE INFORMATION. 5 E 0 r6 LAYER OF 6x6 W2.9xW2.9 WWF ON V�6" PVC PERFORATED DRAIN CONCRETE SLAB REINF. WITH 6 MIL V.P. ON 12" LAYER OF 3/4" S5.2 DEPRESS PIPE UNDER SLAB, PIPE DRAINS TSE 91.67 3 3 ONE LAYER OF 6x6 W2.9xW2.9 WWF FOUNDATION WALL SLAB FOR CRUSHED STONE. TO SUMP PIT. SEE SITE PLAN TYPE "A", TYPICAL ON 6 Ml� V.P. ON 8" COMPACED S5.3 T MAT SEE S5.3 TWE- 99.16 AND ARCHITECTURAL PLAN GRAVEL. TWE- 99 UON. AJCH. DWG'c- FOR LOCATION OF NEI FOUNDATION WALL Theme plans are an instrument TYPE "'113" UON. (SIM TWE- 99.16 of service and am the property TWE- 99.16, firl I FOUNDATION WALL 6 of tho archheot. In n9ements STEPPED FOOTING STEPPED, FOOTING will " prosecuted. -T'SE '.t Of), 71 TYPE "C" UON. contractor shol verify all field SEE 2/S5.3, TYP.' ?5 md dimensions onid too rempo"Ill for field fit and =tIty of worlt- No allowal --IWE-- I no -4- be Made In behalf of T7- -T T- BFE, - 89.25 -mt Irror or 8 neglect on his port- .. .......... 811 L W _J L it E- 99VI Scale r7 A5 NO N 6" PVC PERIMETER PERFORATED BFE - 89.25, -3 Ai /4 BFE - 95 S5.2 3/4 2'- 3 -3/4 12P-11 EQ DRAIN PIPE ENCASED IN 3/4" 'FOUNDATION PLAN N EQ F5.0 CRUSHED STONE AND WRAPPED SCALE: 1/4" V-0" TO CATCH 3-4"x3-4" PIER REINFORCED IN FILTER FABRIC'. BASIN. Project No. KSF=4 Draii No. WITH 4#6 VERT. & #3@12" NORTH NQTES SEE SITE -8/S5.1. -7 Date 100 HORIZ. TIES. SEE TP E 100�' 1. �SEE ARCHITECTURAL PLANS FOR 02AO103 PLANS 46'- 7 1/2" 01 TYP. UON. 19'-2" 44'-4 1/2" LOCATIONS OF'WALLS ETC. J Drawing Ry JM, 2.), TSE, - 100, EQUALS -�I-s t t BFE-- 94 DA 94 TUM 67' SEE 'SITE PLANS BFE I ecked -J 110'- 2" L Ch BY yy Y I P �'ZU t 13 )t. 5 8 CC LAYE� 6 MIL N;2 P P 5 IT )TIN, -4�, - B) SUPERIMPOSED UE Al) LUAU -- 'M PSI - [`} CD tC3 (.. U-) Ln n.. x \ ! Project Title ` y .. C? 56.2 p f 1■. = FWHOUS C) 2" CONCRETE TOPING - 25 PSF D) PLANK SELF WEIGHT (90 PSF MAX.) 2.) ALL PLANK DIMENSIONS SHALL BE CONFIRMED IN FIELD PRIOR TO FABRICATION i " ,, V r 010x1 5. jL c> /5" ,. 3" CONCRETE SLAB "? : li CONCRETE SLAB ON ON METAL PAN x 564 T GRADE SEE 1/S1.1 FOR LANDINGS, T P. L NGS, Y ADDITIONAL INFORMATION @ EA. LANDI G w SEE ARCH. WG'S 11 WOOD STUD BEARING S6 2 ALL ABOVE [`} CD tC3 (.. U-) Ln n.. x \ ! Project Title ` y .. C? 56.2 p f 1■. = FWHOUS Q* Ivc, UUUNUHNAlt w4 rrl It-lt wit tl[ILUIVIAL .. v cz tij— JOIST DRAWINGS FOR ADDITIONAL o r <tz � C14 N BA iNO!STUD � POS UJ 0 � � :. , .• . c. . WALL 'BELOW z_ ' ,, t, x& : ' : ,# E ( ff , LVL i Xii L2Xl 2 t{, c ' r e VL 11@1 4C ; ;2x�41"?16�'�'O,C� , 5-2x,6 POST 1 x1 lj 2 -LVL `, e E } 9 { STUD ^ 1.1 [ D r._.WAL't, BELOW .. _:.. ..... .. .. ... . t k jr I fir— 8 C.M.U, NOTE, 1/2"x1/2" JOINT 7 Na N�T\r 1:) HORIZONTAL WALL REINFORCING N.mO.._T AT EACH SIDE SHOWN) SMALLRUN CONTINUOUS 2)-0)) THROUGH ALL PIERS: SLAB; CONSTRUCTION B SLACONSTRUCTION SEE PLANS "SEEPLANS MORIZ. WALL ; REINFORCING TYP. {. , i CONCRSLAB. EE PLA N E" ) T. J- ° ...s . . . A6 STANDARD COL, OUTSIDE =AcE of FORREINFORCEMENT REQUIREMENTS O OOOa .a � d 2#5CONT NOOK, TYP. —1-1/2" C R TYP FNDN. WALL 1/2"0/2" 2 JOI T SEALANT AT VERT. PIER - EXTERIOR & SLAB -ON -GRADE GRAVEL 1 2,PREMO DED RNFORGi _ JOINTS ONLY 2 T FILLER, mJOI _, .. :D 6 6i8 548i032>O.C. DOWEL O5 TYP:JL L w COL: "r � ' 1 2PRMMOLDED JOINT FILLER 0 rn 2x4KEY NOTE, VERT. WALK ONT.5 BAR ADDL ; 1 8 FOUNDATION WALL ^ REINFORCING NOT TYP. FOR 2 -� PIER TIES, SEE 3#5 CONT i SHOWN FOR CLARITY. PLAN _ BFE SEE PKN TYPICALRINIFOCINC ISOLATED COLUMN PIER EXTERIOR CORNER COLUMN PIER TYPICAL SLAB 3 CLR. AT INTERSECTION BALL - TYPICAL PIER REINFORCING, DETAIL ISOLATION JOINT DETAIL MASONRY BR �. WALL ET 12SCALE � 4SCALE, ��TYPICAL N.T.S.8 SALEN.T:S: .N.T.S. CLEN.T.S. SEE ARCH. DWGS FOR DETAIL , COLUMN SEE, PLAN FINISH GRADE SEE PLANS FOR 1/2" ISOLATION JOINT, TYP. ELEVATION VARIES AND SLOPESSEE SITE PLANS BEND ANDELEVATIONS LAP MESH -REFER TO ARCHITECTURAL DWGS: FOR LOCATIONS, CONCRETE SLAB -ON -GRADE —TSE (SEE PLAN) 40 BAR D IA LAP SPLICE SLAB CONSTRUCTION EXTENTS AND DEPTHS OF SLAB I T 3xT 3 KEY V. oaoCo SEE PLAN DEPRESSIONS NOT SHOWN ON GRAVEL THE STRUCTURAL CONTRACTCOMPACTED 6 #6 EACH WAY DRAWINGS. . -E , ....�. .t o ,ia' b .: ......... � _ STANDARD 90° OR 180' HOOKEA, END IF DIMENSION X G L .'. BFE SEE PLAN. -. 6x3 IN V 0, TYP.q 8 CONT. PVC WAT RSTOP RT. JOINTS ONLY ea�.. e � COMPACTED A CONTRACTOR'S OPTION, GRAVEL MIN. A KEYED CONSTRUCTION SEE PLAN FOR SIZE 3 C AND REINFORCING. SPACE W OR L EQ. H RLZ WALL REINFORCING, TlP.I.kFOOTING, � -�2 REINFORCING EQUALLY. 2 x 4 KEY •\ JOINT CAN BE USED AT -ACE OF DEPRESSION. COMPACTED GRAVEL WHERE REQ., 5-0 SQ: REFER TO" SLAB -ON SEE SPEC. & FOUNDATION PLANS 3#5 CONT. 2'-0'3"CLR, GRADE .OINT DETAIL1FOR REQUIREMENTS. T' INTERIOR COLUMN TYPICAL WALLFOUNDATION WALL SLAB STEP & DEPRESS SLA DETAIL FOOTING WITHOUT PIER CONSTRUCTION JOINT DETAIL DOORS SECTION _ i 3 15 SCALE. N.T.S SCALE, N.T.S. SCALE: N.T.S. SCALE: N.T.S. STUD BEARING PARTITION,. SEE ARCH. DWGS. KEY (3)-#5 BARS CONT, 5 CONCRETE SLAB UQN,2x4 SEE PLAN FOR TSE1-1/2",CLR., CONCRETE STAB -ON -GRADE TYP. EE DETAIL JOINT SEALANT (BELOW GRADE ONLY) BEVEL, TYP. 6x6 W2:9xW2.9 WWF � /» 5 DOWELS x 3'-0" LONG @ 12aO.C. 3/4" PREMOLDED INSERT CENTERED ON JOINT 1/2" PREMOLDED JOINT1/4'x WWF W/ JOINT FILLER SEE SPECIFICATICNS � 2 DEEP OUTSIDE FACE OF WALL c } "T", ry �a �A\rL. _.»�•-..a . : �\\ ,rE/ _ / /T;. .\ 6 MIL VAPOR BARRIER\ \\\ � /./S SEE PLAN FOR THICKNESS 2t -O)' 3» C R. 1 DEEP LINSIDE FACE OF WALL > .: 8!COMPACTED R CONCRETE WALL�_HORIZ.3» CLR.r TYP. .' WALLREINFORCING, TYP. NOT\__5/8"0x16" SMOOTH ROD0 O.C.O.0 1j25 TYP. G-C TO LOCATE CENTERED ON JOINT & PERPENDICULAR COORDINATE DETAIL WITH THE LOCATIONS OF BEARING .. TO BOTH SURFACES COATBAR TO PARTITIONS SHOWN ON THE ARCHITECTURAL DRAWINGS PREVENT BOND. 5" CONCRETE TY �CAL.SLAB CONSTRUCTION TYPICAL SLAB CN GRADE DETAIL TYPICAL WALL SLA -CN-GRADE JOINT DETAIL CONST. BENEATH BEARING STUD PARTIT CONTRACTION JOINT DETAIL' 14 _w- 6 SCALE: N.T.S. SCALE N.T.S. SCALE. N.T.S. SCALE: N.T.S. 8 CONCRETE SLAB 110N, COL, CONTR OR CJ AS KEYED CJ NO SHOWN ON PLAN, TYP DOWELS REQD SEE PLAN FORT E3/4'40 BARHORIZ. x6 W2.9xW :9 WWF 1 1 2i WALL REINFORCING, ... 1 1 2»CLR.i TYP. DIA. TOP & BOTT a 1/2a PREMOLDED JOINT WWF1 SAW UT STANDARD HOOK, TYP , . FILLER1 4iMAX, CLR. SEE PLAN 0iTYP BARS @»Ti SPACING TO ' /A',1�\ /•� / „_,.. .t ..; \\_ � ML VAPOR BARRIER FOR THICKNESS 24 BARS x 3 OsLONG6 MATCH WALL REINFORCEMENT j A DL TOP WHERE CONTR OR 'L, CONCRETE WALL CJ NOT CALLED FOR ALONG CONI, #5 BAR ADD COMPACTED GRAVEL { , COLUMN LINE N TE, TYP.. OR (3)8 SAWED JOINT W JOINT FILLER. 1f2 .SLAB ISOLATION JOINT ALL AOUND COLUMN VERT. WALL , SPECIFICATIONS% • REINFORCING NOT SHOWN FOR CLARITY. -7" LONG BARS x 2' A2i DDLTOP, TYP: 8� CONCRETE TYPICAL SLAB CONTRACTION TYPICAL SLAB PLAN TYPICAL REINFORCING SLAB -ON -GRADE CONTROL) L JOINT DETAIL CJ AT INTERIOR W CJL � N AT WALL L CORNER ER13 _ 9 1 SCALE. N.T.S. SCALE: N.T.S. SCAL N.T.S. SCALE. N.T.S, S LL I VAN ARCHITECTURE) ` P.C. 115 Stevens Avenue Valhalla, New York 10595, 914-747-4004 O DEA LYNCH A95AT'TISTA ' CONSULTING ENGINEERS r N/W YORK DALLAS 50 Broadway Hawdw m, W 10532 tel 914.747.2800 ; fox 914.747 .0453 www okm.mn Project Tale FIREHOUSE, VILLAGE Or, � R EB I King Street Rye Brook,NY Drawingline MNDATION, DETAILS SEW, Thebe tane.. arean. tnstrument P :. p Of eerVlCe and aro the propa�ty 5 �040AM will the architect. tntrt goments Q� *+�� ly� ill bsPry! ecuted. s Contractor shaltPeri#Y ti ti .>t rua4'v.`r aandttions and dimsn$I" a be responolblo for field Nt an - f o work,: hta a�ownnaee quantity .�` shal4 be made to behalf of the (� Y for arra o contractor a r r t any teat on his nay part. BAR SIZE TENSION DEVELOPMENT LENGTH, (Idh), inches fac=3 KSI f'c=4 KSI f'c=5 KSI (NON—PRESTRESSED) (PLANT MANUFACTURED) CONCRETE 4 11 at 9 r> 9" PERMANENTLY #3aa 6._. r 171 ,._ 15" 7 20» 17" 15y) 8 22" 19" 17" 9 25" 1 22" 20" 10 28ai 24P) 22" 1 1 31$) 27" ra 24» CONCRETE COVER REQUIREMENTS TYPE CAST—IN--PLACE CONCRETE PRECAST CONCRETE. CONDITION '" (NON—PRESTRESSED) (PLANT MANUFACTURED) CONCRETE CAST AGAINST AND 3,i N/A PERMANENTLY EXPOSED TO EARTH CONCRETE' WAIL PANELS: '3f 4aa EXPOSED TO EARTH 2" OTHER MEMBERS: 1 1/2" OR WEATHER CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH SLABS; WALLS,' JOISTS. 3%4" 5 ,i BEAMS, COLUMNS, PIERS, PILASTERS: PRIMARY REINF.: 1 1/2" db BUT NOT ;LESS THAN TIES, STIRRUPS, SPIRALS 1 1/2" 3/811 SHELLS, FOLDED- 3/4,> 5/8$w PLATE ,MEMBERS Bate Issue Project rite FIREHOUSE r VILLAGE OF RYE BR OK Ding Street, Rye Brook, NY Drawing, rktie FOUNDATION DETAILS CF NIEW 'Mess planar are an instrument �°�� of service and are the property CNAFL of the orchltoct. Infringements will be prommuts& Contractor shot verify all ( ' `,vr conditions and dimensions 67�+ be reapon*Wo for field fit and quantity of work No allowances shall be mads in behalf of the i 1b, (� coahtractor for any error or neglect an Tele part Seale A5 NOTED Project No. NSf "G0024" Drawing No. Dote 02/10/03 Drawing By , S502 Checked By j ,} Project Pbe FIREHOUSE ■onwamwoloo• VILLAGE F RYEBROOK King Street, Rye Brook, NY Drowlg Title OUNDATION DETAILS Plans are ,< c.� W The" plans an instrument of the arohof service hiitac € frinq is Cod am � {i li / will be Prosecuted. ., Contractor shall verify afii field ( conditions and dimensions and ?5 be rosponobta for fWd fit and s ' tluantity of work. No allowwasw Checked By j IM MASONRY j OPENING MASONRY OPENING WAIL. THICKNESS. 4" VENEER NOTE < 3'-0" 1-L3X3-1 2X5 16 <_ 4'-0" 1-L4X3-1 2X5 16 48 - LAP TYPICAL 1--L4X3-1 2X5 9 NOTE 10 HONG BEAM I 1 I i I i _< 8'--0" 1--L6X3-1 2X5 16 10'-0" 1—L6X3--1 2X5 16 _< 12'-0" 1---L6X -1 Z2X3Z8 5/16 ca LEG DIMENSION OF FILLET WELDS. SINGLE—PASS WELDS MUST BE USED. c 4 AL NOTE 2w NOTE 2 TYP . NOTE 1 NC?TE 1 NOTE 5 1 NOTE 2 a I I O I # I I NOTE 1 I I NOTE 7 1 I I I I I DOTE 1 NC 2' ><j NOT 48 LAP TYPICAL NOTE 1 STEEL ANGLE L._..INTEL. SCHEDULE MASONRY j OPENING MASONRY OPENING WAIL. THICKNESS. 4" VENEER OF THICKER < 3'-0" 1-L3X3-1 2X5 16 <_ 4'-0" 1-L4X3-1 2X5 16 <_ 5'-0" 1--L4X3-1 2X5 16 < 6)_0), 1-L5X3-1 2X5 16 _< 8'--0" 1--L6X3-1 2X5 16 10'-0" 1—L6X3--1 2X5 16 _< 12'-0" 1---L6X -1 Z2X3Z8 5/16 STEEL ANGLE , iLI NTEL SCHEDULE MASONRY j OPENING WALL THICKNESS ffi. 4 OF THICKER MINIMUM SIZE OF FILLET PART JOINED (in.) IN, MA -MA • • • 1/8 MINIMUM SIZE OF I= ILLET WELDS TABLE MATERIAL THICKNESS OF THICKER MINIMUM SIZE OF FILLET PART JOINED (in.) WELD a (in.) TO 1/4 INCLUSIVE 1/8 OVER 1/4 tci 1/2 3/16 OVER 1/2 to 3/4 1/4 OVER 3/4 5/16 ca LEG DIMENSION OF FILLET WELDS. SINGLE—PASS WELDS MUST BE USED. Prot Title FIREHOUSE VILLAGE OF RYE BROO K Ding Street, Rye Brook, NY [hawing Title MASONRY DETAILS W These plans are an Instrument '�tt of and ore the propertyir+KA8'( Of the architect. infringernente+ 4r wNt beuted. + grosw #tY, Contractor shot) verify oil field eonditlons and dimensions and be reaponsWe for field fit and quontity of work. No allowweose shall be made in behalf of the .ontrootor for any error or neglect on hie port. scale A5 NOTED Project No. NSl'=4 Drawing NO. Date 02110/03 Drawing By 'S6 1 . Checked By AR r • Prot Title FIREHOUSE VILLAGE OF RYE BROO K Ding Street, Rye Brook, NY [hawing Title MASONRY DETAILS W These plans are an Instrument '�tt of and ore the propertyir+KA8'( Of the architect. infringernente+ 4r wNt beuted. + grosw #tY, Contractor shot) verify oil field eonditlons and dimensions and be reaponsWe for field fit and quontity of work. No allowweose shall be made in behalf of the .ontrootor for any error or neglect on hie port. scale A5 NOTED Project No. NSl'=4 Drawing NO. Date 02110/03 Drawing By 'S6 1 . Checked By AR 8" SECTION SCALE: 3/4" = V-0" ' ._ is 1 U ss 1 s _ i, � i M >r SCALE: 3/4" SCALE. 3 4» - 1 0 SCALE. 5/4 O SCALE. 3/4" -- 1 O I 4 SEE ARCH. DWG'S FORCOiti3C. TOPING 2 CONC. "TOPING SHEATHING REQUIREMENTS. L SEE PLAN x4 @16 OC 2 FOR SIZE, SEE PLAN „ 2X6 � fi6 O,C; .....'.....�--�...._ .: .;.. T- J 2 CONC. TOPING ..:.../ STUD BEARING :..4 :. ....: DRILL 3 4 DIA. HOLE THRU T W FOR SIZE. '..... i --,..,.. ..,.,_._:... STUD ALL WALL. . �2} LAYERS OF 3 4s PLANK .& INTO CMU WALL .....(SEE .LAN FOR LOCATION) i R 1 � THREADED OD 2 4 2 CONT, w TT SEE PLAN FOR SIZE. 0000,0 0..O 2x12 RIM 32 O.C. IN HILT[ HI ss a >•> --17 L4x4x3 8x1 -Q LONG .- HY 20 SYSTEMD 0 ,a ,T 4 . . MAX..-- _ C� 0 O C ,_ 8 EMBED.. 2 4 CANT. W 1/2" 0 EXP. 4 � 4 -0 O.C.� C) f N 2 2x40 BOND BEAM () 2 4 � MASONRY PIER' r, 0 BOLT PER CLIP # : 8 CMU U WALL 3 2x12 W 1/2 ' F ... WALL REINFORCING GR' A �2x`12 FRAMING PLWD SHIM .. OUT S REQUIRED :.. WALL REINFORCING (BY OTHERS) 2 1 3/4x 16LVL & ,. () 2x12 BEA.. 2x4 @16" OC MASONRY WALL BEYOND .... NW STUD BEARING >.�.� #5x1'4" ANCHOR UO EL SET WALL. —7 TIGHT IN PLANK WALL 8 8 CMU WALL : ` 7 5/8" 5/8 7 5/8 : ECTIQS TION SECTION SECTION SECTION N 13 SCALE. 3/4" -0)pSCALE 3.4x 1 QYSCALE 34t 1> �T SCALE: 4aV-O» SCALE: 3 O gtect on his port dee os atInstrument senlloe and am the Rropet the orchttecG inrrinaementw. I be vs prossouted. ntraator eholi' wuffy all` field # riditkns and dimensions and responeWe for field fit" anti: ` anti#y of work No aHowa otm all be mode In behalf of the ntraetor for any error or gtect on his port �)OF CENTER AOR 13 (2) 1 x11 J LVL BEAM— S7.1 SEE ARCH. DWG'S T FOR PLATE ELEV.1Jx11J LVL RAFTERS 1; x11 LVL Lf 4 I2 RAFTERS UPPERP 12 STUD T 1Jx11J LV 4 1Jx11 LV _ LA FOR RAFTERS BEARING WALL 1 WALL RAFTERS 2' �D �. 2x12 STUD -- 2x12 RAFTERS 2-2x12 BEARING WALL 2) 1 3/411 11A LVL / 2x12 .14 ELEV. ) tr S7.1 2x12 RAFTERS �7: ._ ATTIC L FT : 12 1 0 — 2-2x12 HEADER BUILT—UP 2X4 CON COLUMN OLU—MCRETE P ANK _ 7 7'�SE SE -10 957.1 S7.1STORAGE LOT 10" PLANK, CAT'LS7.1 DECK 57.1 57.1 W12 PLANK SUPPORT 8 57.1 W12 SUPPORT BEAM ------- BEAM 2x8 CEILING__ 4 6 871 ..r._._.�.� 4}) 10 HSS3 x3 COLUMN FRAMING 2 OC S7.1 57.1 57.1- 2X4 BEARING WALL 13 SECTION N CTION � SE SECTION SECOND I� LC�c�R SECTION KEY SCALE: 1/16$f - 1'---0" SCALE: 1f � 1`6„ 1'-0}, SCALE: 1E 16„ !'--0" � SCALE: 1 } 16" � _0,, STUD BEARING WALL 2x12 RAFTERS 12 2 CONVENTIONAL FRAME KING POST _f TRUSS SEE ARCH. DWO S FOR PLATE ELEV. 2x12 DO NOT CUT. BIRD , MOUTH T I2 OU H IN CANTL R LVL 2x12 O ! t3C .� RAFTERS i - 2x8 CEILING C Z2—'2xl2 - FRAMING 2x8 CEILING ) ._._._._._ FRAMING @24)OC ■ >r 2 3LVL O x11J LV L 2x8 CEILING FRAMING 24) OC 12 SECTION SECTI CN 1 V D, >, 2X4 STUD SECTION ,} SCALE. 1/16" - 1 0 SCALE. 1,1.6 — V-0" SCALE: 1/16" = 1 —Q BEARING WALL � @ 16 OC TYP. 2.1 Jx11 J LVL 2x12 RIDGE BOARD pp rw Cf 2x12 RAFTERS BEAM 13 .:JOIST HANGER... e r, 7.1 � 5 2-1 Jx1 6 LVL FABRICATED 1,%4 V 3 1 x11 LVL 1Xi1 LL } � -T UP ..SET BEAM � S EEL PLATE 2x12 RAFTERS RAFTERS ANGER. ;.: JOIST HANGER w OVER FRAMING G 1x31 LV 1 x31 LVL UPSIDE DOWN L 3/4"0 BOLT 2X4 TIE RAFTERS -' RAFTERS I2 E y CANT L 2x12 .. 14x111 R LVL 2X8 FILING 2x12 AFTERS STUD RAFT RS --�-----. 2x1 2 - 5174 'FRAMING WALL DO N T.CUTBIRD 024tOC MOUTH IN CANT'L I2, .1 P N xCEILING ' SUS E DE D 28 13 13 2x12 OR LVL R F E A RFTERS - FRAMING RAFTERS ATTIC LOFT 24 OC r3 STUD , XB C ILING S71 I 2 E � 7 rl1 rl2 L FT BEAR NG STORAGE 0 0 P N 9 � 1 LA K FRAMING 24 OC 57. 57.1 A 1 57.1 57.1 DECKD: WALL A — �._:W._._: ._._,_:�. ._..�...__._. _. .�:_,_:_ 8 CANT � _ 7 TSE .99.5 TSE—100 Qtl S .1 2x4 STUD 4 - 6 57.1 BEARING WALL 2x8 CEILING 10 57.3 57,1 @ 16„ 4C TYP. CORRIDOR R F AMINE 57.1 @ 24 0C 11 SECTION SECTION N FIRST SECTION ISS FLOOR SECTIO - KEY ,} SCALE: 1/16” — 1 -0 SCALE. 1 16 -- 1 —O SCALE: 1 16 — 1 -0 SCALE- 1/162 = 1 — � f S E / 0 SULLIVAN, ARCHITECTURE, P. R C 115 Stevens Avenue Valhalla, New York 10595 914--747-4004 0*DIA LYNCH CONSULTING ENGINEERS NEW YORK * DALLAS 50 ftodway Halw*+ , W 10532 tel 91A.7d7.2000 fax 914.M.0453 www cloce.00rn Project Title a VILLAGE OF R'A'E BROOK C�C� King Street, Rye Brook, NY Drawing Title TSS'{ W P These plans are on Instrument of service and are the cropertX 04AE1 of the orct}kect, Infringement will be prosecuted. zt • . l` Contractor shall verify all Etat A conditions and dinensian s are ... be responallble, f{etd ft field on Ix p s{Ctanttty of work. Na aflowone � shalt be mo in behalf ds of contractor for any error or neglect on his part Scala AS NOTED Project No. NSFr=4 Drawing No, Date 02AO103 Drawing 3y� �s M cked By AR SEE ARCH. DWG'S FOR PLATE ELEV. : SEE ARCH. DWG, S , 1 x11- LVL {3� 2x12 RAFTERS FOR PLATE ELEV.; I 2 12 C2 1 2x 2 2X4 KING POST 4 12 STUD 4 STUD BEARING- WALL L BEARING 2x12 fl 2'-0" 1 1x1 1 1 LVL _: 7 2X4 POST IN WALL 12 2 `1 3 4x11 1 4 LVA { � � � ATTIC/LOFT RAFTERS ER DORMER WALL BEYOND 2x1...2 4 STORAGE LOFT DECK 2x8 0 2'-0", 10" PLANK CANT'L CEILING JOISTS _._._._._._._._._._._. __. CENTER R,00 —W12 DECK SLIP-- Rir,>6E ON CENTER PORT BEAM (2) 1 Jx11 J LVL #"ENE OFI7e`70R - H S LUMN S 34x3 COLUMN BEYOND 2x8 CEILING SECTION SECTION SECTION FRAMING 24" OC 14 10 SCALE. 1/16)p 16 V-01) SCALES 1/16" — 1'— 0" SGALEs 1/16" -- 1'-0" �)OF CENTER AOR 13 (2) 1 x11 J LVL BEAM— S7.1 SEE ARCH. DWG'S T FOR PLATE ELEV.1Jx11J LVL RAFTERS 1; x11 LVL Lf 4 I2 RAFTERS UPPERP 12 STUD T 1Jx11J LV 4 1Jx11 LV _ LA FOR RAFTERS BEARING WALL 1 WALL RAFTERS 2' �D �. 2x12 STUD -- 2x12 RAFTERS 2-2x12 BEARING WALL 2) 1 3/411 11A LVL / 2x12 .14 ELEV. ) tr S7.1 2x12 RAFTERS �7: ._ ATTIC L FT : 12 1 0 — 2-2x12 HEADER BUILT—UP 2X4 CON COLUMN OLU—MCRETE P ANK _ 7 7'�SE SE -10 957.1 S7.1STORAGE LOT 10" PLANK, CAT'LS7.1 DECK 57.1 57.1 W12 PLANK SUPPORT 8 57.1 W12 SUPPORT BEAM ------- BEAM 2x8 CEILING__ 4 6 871 ..r._._.�.� 4}) 10 HSS3 x3 COLUMN FRAMING 2 OC S7.1 57.1 57.1- 2X4 BEARING WALL 13 SECTION N CTION � SE SECTION SECOND I� LC�c�R SECTION KEY SCALE: 1/16$f - 1'---0" SCALE: 1f � 1`6„ 1'-0}, SCALE: 1E 16„ !'--0" � SCALE: 1 } 16" � _0,, STUD BEARING WALL 2x12 RAFTERS 12 2 CONVENTIONAL FRAME KING POST _f TRUSS SEE ARCH. DWO S FOR PLATE ELEV. 2x12 DO NOT CUT. BIRD , MOUTH T I2 OU H IN CANTL R LVL 2x12 O ! t3C .� RAFTERS i - 2x8 CEILING C Z2—'2xl2 - FRAMING 2x8 CEILING ) ._._._._._ FRAMING @24)OC ■ >r 2 3LVL O x11J LV L 2x8 CEILING FRAMING 24) OC 12 SECTION SECTI CN 1 V D, >, 2X4 STUD SECTION ,} SCALE. 1/16" - 1 0 SCALE. 1,1.6 — V-0" SCALE: 1/16" = 1 —Q BEARING WALL � @ 16 OC TYP. 2.1 Jx11 J LVL 2x12 RIDGE BOARD pp rw Cf 2x12 RAFTERS BEAM 13 .:JOIST HANGER... e r, 7.1 � 5 2-1 Jx1 6 LVL FABRICATED 1,%4 V 3 1 x11 LVL 1Xi1 LL } � -T UP ..SET BEAM � S EEL PLATE 2x12 RAFTERS RAFTERS ANGER. ;.: JOIST HANGER w OVER FRAMING G 1x31 LV 1 x31 LVL UPSIDE DOWN L 3/4"0 BOLT 2X4 TIE RAFTERS -' RAFTERS I2 E y CANT L 2x12 .. 14x111 R LVL 2X8 FILING 2x12 AFTERS STUD RAFT RS --�-----. 2x1 2 - 5174 'FRAMING WALL DO N T.CUTBIRD 024tOC MOUTH IN CANT'L I2, .1 P N xCEILING ' SUS E DE D 28 13 13 2x12 OR LVL R F E A RFTERS - FRAMING RAFTERS ATTIC LOFT 24 OC r3 STUD , XB C ILING S71 I 2 E � 7 rl1 rl2 L FT BEAR NG STORAGE 0 0 P N 9 � 1 LA K FRAMING 24 OC 57. 57.1 A 1 57.1 57.1 DECKD: WALL A — �._:W._._: ._._,_:�. ._..�...__._. _. .�:_,_:_ 8 CANT � _ 7 TSE .99.5 TSE—100 Qtl S .1 2x4 STUD 4 - 6 57.1 BEARING WALL 2x8 CEILING 10 57.3 57,1 @ 16„ 4C TYP. CORRIDOR R F AMINE 57.1 @ 24 0C 11 SECTION SECTION N FIRST SECTION ISS FLOOR SECTIO - KEY ,} SCALE: 1/16” — 1 -0 SCALE. 1 16 -- 1 —O SCALE: 1 16 — 1 -0 SCALE- 1/162 = 1 — � f S E / 0 SULLIVAN, ARCHITECTURE, P. R C 115 Stevens Avenue Valhalla, New York 10595 914--747-4004 0*DIA LYNCH CONSULTING ENGINEERS NEW YORK * DALLAS 50 ftodway Halw*+ , W 10532 tel 91A.7d7.2000 fax 914.M.0453 www cloce.00rn Project Title a VILLAGE OF R'A'E BROOK C�C� King Street, Rye Brook, NY Drawing Title TSS'{ W P These plans are on Instrument of service and are the cropertX 04AE1 of the orct}kect, Infringement will be prosecuted. zt • . l` Contractor shall verify all Etat A conditions and dinensian s are ... be responallble, f{etd ft field on Ix p s{Ctanttty of work. Na aflowone � shalt be mo in behalf ds of contractor for any error or neglect on his part Scala AS NOTED Project No. NSFr=4 Drawing No, Date 02AO103 Drawing 3y� �s M cked By AR , w - EX- SUPPLY DUCT UP S U L L I VA N y^ u IT. ARI ETR � P� i 115 Stevens Avenue Valhalla, New `fork 16595' 914-747-4004 , SUPPLY DUCT DOWN TX- SYMBOLS AND ABBREVIATIONS RETURN DUCT DOWN WB : SYMBOL- ABBREVIATION DESCRIPTION THERMOSTAT EX, EXISTING MAIN E TO R DUCT MOUNTED SMOKEDETECTOR DEM. DEMOLISH` AND REMOVE DISCHARGE DIRECTION NEW NEW WORK RL M[-- REFRIGERANT LIQUID LINE GER O MOTORIZED DAMPER _ Q . C1 A 1 Y N,C.H h►dRNlTTtSTA CONSULTING ENGINEERS YORK NNW ore DALLAS' t St# HawlIwne, NY 10532`: W 911A.70.2800: 6wc 914, T at7 ;05 www. RS DIAMETER I REFRIGERANT SUCTION LINE E AC - RG CEILING, RET RN GRILLE U ACC- CD CEILING DIFFUSER OR SUPPLY REGISTER VD VOLUME DAMPER M VILLAGE . FD f DAMPER FIRE, 6x8 ENTERING WATER TEMPERATURE DUCT SIZE, 1 S � _IS DIMENSION SHOWN SG SIDE REGISTER, A _. AL ACOUSTIC LINING �w - EX- SUPPLY DUCT UP r - SUPPLY DUCT DOWN TX- RETURN TURN DUCT UP OAI RETURN DUCT DOWN WB - TRANSITION FROM ROUND TO- SQUARE ESP THERMOSTAT S - DUCT MOUNTED SMOKEDETECTOR REL... DISCHARGE DIRECTION RETURN AIR INTO GRILLE M[-- - MOTORIZED DAMPER DIAMETER AT AC - AIR CONDITIONING UNIT ■ ACC- AIR COOLED CONDENSING UNIT EX- EXHAUST FAN r RF- RETURN FAN TX- TOILET EXHAUST FAN OAI OUTSIDE AIR INTAKE WB CFM CUBIC FEET PER MINUTE ESP EXTERNAL STATIC PRESSURE FC FLEXIBLE CONNECTION REL... REMOVE AND RELOCATE 'MPER TUR 08 C?RY BULB TE A IT _ WB WET BULB, TU , EMPE MATURE Project Title EAT ENTERING AIR TEMPERATURE- FIR ' OUW AT LEAVING AIR TEMPERATURE ■ VILLAGE EiN T ENTERING WATER TEMPERATURE OF LWT LEAVING WATER TEMPERATURE RYE B O 8HP R K HORSEPOWER B A E FD/AD ;RKing FIRE DAMPER W ACCESS DOOR Street, AD ACCESS DOOR E Rye Brook NY _S P STATIC PRESSURE Draw{ng Title MECWAN, CAL IWG INCHES k I S OF WATER - GAUGE C _ W S 1 2 WIRE SCREEN, : RETURN TURN AIR t EA EXHAUST AIR; > :gem <. ' . % .` F. Th e nx ra ars in�trumt t % as _P e- a aervlc8 d th t Pry' architect 'tnfr sn o f,khan will be prosecuted, ` ac.,t or sha { vertfY a{{ r fiGantTG i a di n� an conditionsnd ansia ' rr+ bar o»siWr tar tt�d rit n a Rowan f of nti a wank, No iaMp we . Wo t R Y ataN be madee in behalf of a, contractor afi any Pf+r neglect an hie t. MS NKNECK' NEC K TRANSFER GRI LLE TA TRANSFER AIR OPENING, : _ TD TRANSFER DUCTWORK TANS ER Scale NONE _ r Pro*t No:;*{ CDr wIn Mo: 1� ei Dente' , ; pper�{{ �y , � ;` AA t Ir n{��ryy t/g pcP (p �r T f`� # - may_ #3 i\ ry PP t I` g PRO t t .�.. iJ pE., A.. t,,. i1... {{ T y� / �T.; „ �........ • „ ' ;, „ABBREVIATIONS, Exec 8: r,. ... _..n u' „ , NEWEXHAUST . 12rr0 TRUCK 1 FLUE. T BEHIND' 00 LUE TERMINATE E 3 - ABOVE ROOF' 'L (� LEVEL REFER TO ARCHITECTURAL DRAWINGS FOR ROUTING THRU ;. ATTIC & LOCATION OF ROOF L N PENETRATION BEYOND RIDGE r , NEW, 20 LINED NEW 10"0,-BOILERSUPP1Y DUCTWORK K TO _ F U FROM BASEMENT, SCNF UR _ TERMINATE T Q v. 3 ; ABOUE'ROOF LEVEL NE , HVAC -4,' WITH 4 .._.. HIGH DANP DRAIN PAN,UNDER TRUCK EXHAUST FAN WITH TMENIT. SUPPORT U SU R UNIT 12 � INLET FROM RISER, FROM ; ROOF STRUCTURE Ci.OF S RE AND 1� DISCHARGE BACK WITH 3(r THREADED _ TO RISER IN CHASE ` RODS ANDVIBRATION N ISOLATION �. N NEW HVAC SERVING E 3 z RST F WI H 4r/ FI FLOOR T r, NEIN 18 LINED HIGH DRAIN PAN I TURN RETURN DUCTWORK 2 UNDER THE UNIT. . ;.. FROM SECOND FLOOR DED UNIT FROM O -.SUS EN M • , LINED NEW JOISTS WITH '�+ R INTAKE 'OUTSIDEI AK VIB ATION ISOLATION R TW R O T DUCTWORK K DOWN O - . MATCi� EXLSTING GRADE... 4 ACCESS _ PORT ti '. .. COMPACTED EARTH WITH LOCKING CAP 2 LAYER OF EXPANDED POLYSTYRENE MANHOLE COVER INSULATION BETWEEN TOP OF CHAMBER i, . F MINIMUM (�F 18 WARNING .TAPE."CAUTION .FUEL LINE" , WATERTIGHT CONTAINMENT AND BOTTOM 0 SLAB COVER V ,R _ CHAMBER .� E , 3f4 Ft75 AND 3j4 REINFORCED CONCRETE PAD, FOR IN DOUBLE LOFTING HANDLE----�----�..x , REDUCER BUSHING, .-,= 3 FILL .+L♦ jj ZZ 40 MINIMUM OF 6 FRP CARRIER PIPE MANHOLE FRAME ? € FRP CONTAINMENT POPE ...1.. ..,..__ ....;....,. ....-., _. .__�._ ,..\... .,, r..,..,.._ 1, _..:-.....- ..`..,. �..,. .,,f.: ;.f+ . iT: � ii fR - 1 x ti n k 3 PEA GRAVEL MIN, ,6 N k:. ALL AROUND PIPE. 2" SLOPE TOG RADE- TYPICAL AT ALL ACCESS COVERS SECTIONCROSS SECTION OF PIPE TRENCH - FU OIL TANK MAN --WAY F MANWAY COVER. N.T.S. N,T.S. PIPING AR ANGE ENT (N)2" VENT CAP'. PREFERRED UTILITIES NO. 901-565A SECURE TO BUILDING WITH PIPE AMP SIMILAR T N T CLAMPS LAR O 5 M U {5 RUT T1217 WITH P2600 UNICUSHION, YPICAL. (E) BULDING BEVEL PAINT TO MATCH BUILDING (N) 2 STEEL VENT PIPE, TERMINATE 10'-0" ABOVE GROUND � . UNDERGROUND STORA_.GE TANK NOTE . DE,1GN.ANCINSTALLATION, .MALL COMPLY WITH THE STANDARDS FOR NEV AND SUBSTANTIALLY - MODIFIED FACILITIES OF ARTICLE XXV OF THE WESTCHESTER COUNTY SANITARY CODE. 2. TANK SHALLBE LABELED IN ACCORDANCE'WITH SECTION 873-2522 OF THE WESTCHESTER COUNTY SANITARY COBE. 3. PROVIDE A SECOND LABEL' SNOWING ALSINFORMATION REQUIRED ABOVE PERMANENTLY AFFIXED TO FILL PORT, OR CONSPICUOUSLY IMBEDDED IN CONCRETE' 4. TANK SHALL BE DESIGNEDAND MANUFACTURED IN AC OP ANCEWITH U.L. NO. 1316. Vi. UNDERGROUND STORAGE TANKS SMALL BE INSTALLED f N ACCORDANCE WITH NYS UNIFORM FIRE PROTECTION AND BUILDING CODE, 6NYCRR PART 614, NFPA 30, ,LOCAL CODES, AND MANUFAC.TUR .RS 1NS�RU��TI�?NS. 6. PRIOR TO BACK FILLING, TANK SHALL TESTED FOR TIGHTNESS. 7. CONTRACTOR SMALL PROVIDE SIGNAGE INDICAT NG LOCATION OF FILL LOCATION. i TOPSOIL, SEED AN [? MU CH TO MATCi� EXLSTING GRADE... 4 ACCESS _ PORT ti '. .. COMPACTED EARTH WITH LOCKING CAP 2 LAYER OF EXPANDED POLYSTYRENE MANHOLE COVER INSULATION BETWEEN TOP OF CHAMBER i, . F MINIMUM (�F 18 WARNING .TAPE."CAUTION .FUEL LINE" , WATERTIGHT CONTAINMENT AND BOTTOM 0 SLAB COVER V ,R _ CHAMBER .� E , 3f4 Ft75 AND 3j4 REINFORCED CONCRETE PAD, FOR IN DOUBLE LOFTING HANDLE----�----�..x , REDUCER BUSHING, .-,= 3 FILL .+L♦ jj ZZ 40 MINIMUM OF 6 FRP CARRIER PIPE MANHOLE FRAME ? € FRP CONTAINMENT POPE ...1.. ..,..__ ....;....,. ....-., _. .__�._ ,..\... .,, r..,..,.._ 1, _..:-.....- ..`..,. �..,. .,,f.: ;.f+ . iT: � ii fR - 1 x ti n k 3 PEA GRAVEL MIN, ,6 N k:. ALL AROUND PIPE. 2" SLOPE TOG RADE- TYPICAL AT ALL ACCESS COVERS SECTIONCROSS SECTION OF PIPE TRENCH - FU OIL TANK MAN --WAY F MANWAY COVER. N.T.S. N,T.S. PIPING AR ANGE ENT (N)2" VENT CAP'. PREFERRED UTILITIES NO. 901-565A SECURE TO BUILDING WITH PIPE AMP SIMILAR T N T CLAMPS LAR O 5 M U {5 RUT T1217 WITH P2600 UNICUSHION, YPICAL. (E) BULDING BEVEL PAINT TO MATCH BUILDING (N) 2 STEEL VENT PIPE, TERMINATE 10'-0" ABOVE GROUND � . UNDERGROUND STORA_.GE TANK NOTE . DE,1GN.ANCINSTALLATION, .MALL COMPLY WITH THE STANDARDS FOR NEV AND SUBSTANTIALLY - MODIFIED FACILITIES OF ARTICLE XXV OF THE WESTCHESTER COUNTY SANITARY CODE. 2. TANK SHALLBE LABELED IN ACCORDANCE'WITH SECTION 873-2522 OF THE WESTCHESTER COUNTY SANITARY COBE. 3. PROVIDE A SECOND LABEL' SNOWING ALSINFORMATION REQUIRED ABOVE PERMANENTLY AFFIXED TO FILL PORT, OR CONSPICUOUSLY IMBEDDED IN CONCRETE' 4. TANK SHALL BE DESIGNEDAND MANUFACTURED IN AC OP ANCEWITH U.L. NO. 1316. Vi. UNDERGROUND STORAGE TANKS SMALL BE INSTALLED f N ACCORDANCE WITH NYS UNIFORM FIRE PROTECTION AND BUILDING CODE, 6NYCRR PART 614, NFPA 30, ,LOCAL CODES, AND MANUFAC.TUR .RS 1NS�RU��TI�?NS. 6. PRIOR TO BACK FILLING, TANK SHALL TESTED FOR TIGHTNESS. 7. CONTRACTOR SMALL PROVIDE SIGNAGE INDICAT NG LOCATION OF FILL LOCATION. i CEILING DIFFUSER SCHEDULE TITUS AS STANDARD CFM RANGE SIZE NECK SIZE FACE SIZE 0 : 1 g40 6"O 12x12 141 — 250 8"o 1414 251 -- 350 10"s 16x16 351 - 475 12" 18x18 476 — 600 14"0 24x20 601 — 750 16"c0 24x24 ; 751 — 900 18" 36x24 NOTES: 1. ALL DIFFUSERS SHALL BE EQUIPPED WITH AN OPPOSED BLADE VOLUME DAMPER. 2. SUPPLY DIFFUSERS SHALL HAVE FRAMES FOR THE CONSTRUCTION IN WHICH THEY, WILL BE INSTALLED, CONTRACTOR TO COORDINATE. 3. ALL LAY --IN DIFFUSERS SHALL HAVE A MODULE SIZE OF 24x24, FACE SIZES SHOWN IN SCHEDULE ARE FOR SURFACE MOUNT DIFFUSERS. NECK SIZES VARY ACCORDING TO THE SCHEDULE. 4. DIFFUSER BLOW PATTERN IS AS SHOWN ON DRAWINGS. 5. ALL DIFFUSERS AND RETURN GRILLES IN GYPSUM BOARD 'CEILINGS SHALL BE 12"x12" CFM RANGE NOMINAL DUCT SIZE O -- 375 12x12 376 - 500 1414 501 -- 600 16x16 601 — 800 18x18 801 - 1000 24x20 1001 -- 14003 24x24 ; 1401 - 2200 36x24 HOT WATER UNIT HEATER SCHEDULE VULCAN RADIATOR CORPORATION AS STANDARD UNIT MODEL # HEATING CAPACITY (MBH) CPM E.A.T. (*F) WATER P.D. FT. E.W.T. ('F) L. W. T. (*F) H.P.RPM r ss CFM VOLTS/O/HERTZ UH ---1 HV -36 23.5 2.7 60 0.09 200 180 16 WATTS 1350 480 115/1/60 UH -2 HV --72 52.3 5.3 60 0.23 200 180 1/20 1070 1100 115/1/60 UH -3 UH -4 HV -72 HV -48 52.3 34.8 5.3 3.5 60 1 60 0.23 0.12 200 1 200 180 180 1/20 1/20 1070 1 1070 1100 5 115/1/60 115/1/60 VOTES: 1) PROVIDE AUTO—OFF-FAN WALL MOUNTED THERMOSTAT WITH EACH UNIT HEATER. 2) UNITS SHALL BE CONSTANT FLOW WITH THERMOSTAT CYCLING FAN. TOILET EXHAUST FAN SCHEDULE CARNES AS STANDARD ! DES1900ON « k HVA HVAC -3 I ! a, a w " ! q• s w a II AIR I CARRIER liil�l. r ss I LOCATION I III , e IIII glalum Isla OT ATTIC 1 r ♦ q SER !MEETING/TRAINING i ° Or a FIRSTFLOOR FLOOR, --------------- WON MEN'S BATHROOMS Will +`` SECOND FLOOR BATHROOMN. FLOOR REST * * •' • MOTOR HP . o i_ i a��irAw�* � OL 7 PH jJ.�!"�►��p. *IYAY�1". iii 1YS11 1► i. I�.. C Fri • 1 IN OOR AIR ox COIL. ai • • rh: �► i iM 6 • ! O i ii • r w • 58.3/57 0 i 4/590_ � « i s � + • to A r.. • i a NSIBLE MBH`, :10.8 44.4 "O AREA r ! • FINS • rINCH a HEAnNG COIL* Vol EWTAWT DESIGNA + r �rt a Vow 1 7 * r i] ` •. ••r • • t # i 'w} ■■�II • ® ems• ��lilll®I OUTDOOR AIR TEMPERATURE (7) +s ♦ Ilq • FAN r t .1 TOTAL I PH Lj!Z .r` �9 !* �Y 41�• i i� MCA 20.2 II MOCIP tt T ATION « k ♦" a " SEVED f �.,�■ 11 q ! • i • VOLTS/PH/HZ COMMENTS INI I III , e IIII glalum Isla OT + 1 �I INSTALLFURNISH & q 3 1 P Se BACK a MEN'S BATHROOMS +`` SECOND FLOOR BATHROOMN. FLOOR REST * * •' • NOTES: 1. FANS SHALL BE RIGHT ANGLE INLINE MODEL. 2. PROVIDE DISCONNECT SWITCH, STARTERS, OVERLOADS AND CONTROL WIRING FOR ALL FANS WIRED BY ELECTRICAL CONTRACTOR, 3. ROOF CAE' SHALL BE EQUIPPED WITH BUILT—IN ` BACKDRAFT DAMPER AND BIRD SCREEN. 4. TX -1 AND TX -2 SHALL BE PROVIDED WITH MODEL 64V FAN/LIGHT CONTROL WITH OFF—DELAY 5. TX -3 SHALL BE CONTROLLED BY A TIME CLOCK. Project title FIREHOUSE VILLAGE E OF RYE BROOK King, Street, Rye Brook, NY Braying Title MECWANICAL These plans ars an instrument of servioe and are the property of the architect Infringements will be prosecuted. contractor shall verify all #laid conditions and dimensions and be responsible for field fit and jNuant€ty of work; o allowances 1,211 be made to behalf of the contractor for any error or neglect on nee part.. - Scale NONE Project No..IdaF'C=4 Drawing,No. Date 02AO103 Browing By NN Checked . By ID 1 4 L ( 1 3.5 - TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES i _ M._ - ,.,- ..r_ ... , '. , , '� j ,. STANDARD WEIGHT STEEL PIPE C3 SLEEVE OF SIZE TO PASS i 1 f2 4 1 1-1 f2 2-1 2 I PIPE AND INSULATION. SEAL OR CAULK SLEEVE }}. CIRCUIT SETTER THROUGH FIRE WALLS IN A SMOKE TIGHT MANNER. ' 3—WAY hr\,JNTilxlir VALVE c. .,.-...-,-.-T-�•.: ye..�.:..,t<, ,_ice. .,_f..„1G:-�.,.y.. -ldwr. CONCENTRIC REDUCERif THERMOMETER PRESSURE GAUGE WITH UNION MANUAL AIR VENT WITH GAUGE COCK SPRING TYPE SILENT RETURN MAINTYPICAL — i ) _.--� . I.. STRAINER CHECK VALVE. PIPE AND INSULATION TOGATE FINISHED ESCUTCHEON PLATE FLUS. VALVE BE CENTERED IN SLEEVE. I ` AGAINST WALL AND OF SIZE TO CTO NOT SUPPORT PIPE + \ � � COMPLETELY COVER OPENING. FROM SLEEVE. r FINISHED WALL SURFACE. INTERIOR WA E WALLS _ MAIN HEATING, COIL, HEA # CONGEALED PIPING. PIPING EXPOSE VIEW. I� TO _SUPPLY FINISHED WALL SURFACE. .�.- SEALING; AND ANCHORING � ECCENTRIC COLLAR t, , SEAL SLEEVE WITH TIGHTLY PACKED f �- REDUCER C SEAL WATERTIGHT WITH S .; ., ,I i A r ; OAKUM D POURED LEAD. Ci K AN E � I SURFACES COAT EXTERIOR S S R E Tnct VALVE FLEXIBLE CONNECTION. PROVIDE OR ASPHALT. NTH TAR COMPOUND. ECCENTRIC PUMPMASTIC BEVA VE THOSE UNITS MOUNTED ON 'TYPE VIBRATION REDUCERFOR L2 -J- 3/4" HOSE REDUCE R CENTRIC HOSE END ISOLATION CURBS. END DRAIN DRAIN VALVE " PRESSURE GAUGE (TYPICAL) CENTER PIPE IN SLEE STRAINER '1-110M 0Al VLA V E TYPICAL UNION (TYPICAL) �y - n 1. LOCATE ALL COIL UNIONS CLOSE TO, AND CLEAR OF COIL. ARRANGE CONTINUOS WELD. � J PIPING SO AS NOT TO NOT INTERFERE WITH COIL REMOVAL. STANDARD WEIGHT SiEEf,. PIPE SLEEVE INSTALLED EXTERIOR WALLS DURING WALL CONSTRUCTI{JN. PIPE SIZESCHEDULE MAX. GPM 1 1 1 3.5 7 20 1 43 1 75 1 1,3012701 800 ^� ( 3' ¢ 1. PIPE SLEEVE FOR EXTERIOR WALL AI30VE. , OR-8EL0W G RA - £�E PIPE SIZE 1 2 3 4 1 1 i 2 2 � 2. FOR GAS SERVICEEXTEND SLEEVE 1 PAST .INSIDE FACE OF WALL8c 4 PASS" OUTSIDE FACE OF WALL. MAX. GPM 1 3.5 7 2Q 4 75 i 1 f2 4 1 1-1 f2 2-1 2 MAX. GPM 1 3.5 7 2Q 4 75 PIPE SIZE 1 f2 4 1 1-1 f2 2-1 2 Project Title FIREHOUSE a ■ VILLAGE O RYE BROOK King Street, Rye Brook, NY Drawing Title MECHANICAL DETAIL16 These pians are an Tantrum en GF or service and ars the proper t� of the arch4tect. infrIngeme t% wtii ba prbaecuted.. Contractor shall verify all conditions and dimensions a be responsible for fiend fit a quantity of work. No allowanc shall be made in behalf of the contractor for any error or ph,_ nogleat on his port. += Scale NONE Project No. %F=24 Drawlttg No,. Date 0211�1�3 Drawing,By JF Checked By 4 POWER ACU`ATED STUD INTO CONCRETE DECK is CONCRETE ANCHOR C ��--'- 1 2' WITHWASHER AND NUT BOLT _ CLAMP rI >. HILTI KWICK BOLT, AN B AR JOIST D OR SERIES HDI, OR APPROVED WOOD BEAM EQUAL. INSTALLATION SHALL JOIST - 9 BE IN ACCORDANCE WITH _.._ ; ` $ �' •. A_ . , THE MANUFACTURERS a 2 4 HANGER RODS FOR FANS WITH RECOMMENDATION. THREADED ROD SECURED TO BUILDING EXTERNAL MOTOR ,:- d• :. - _ . " PROVIDE MOTOR STEEL RESTRAINING STRAP WITH I CLEVIS STRUCTURE, Y2 DIA MIN. ..–�--' POWER ACTUATED HANGER AND BELT GUARD. OR WELDED STUD TO STEEL WITH d $' HANGER ROD ANCHORED TO EXPANSION N: ION SHIELD WITH BOLT EXPANSION NAIL WITH WASHER. (SIZEAS RE EXHAUST OR WASHER AND NUT. WOOD Q UIRED ) CEILING FOIST INTAKE FAN. JOIST CLEVIS TYPE HANGER STRAP HANGER. REFER Ta SCHEDULE BELOW FOR DUCT PIPE SIZE. / SHEET METAL SCREWSA.: TYPICAL. FOR DUCTS WITH ACOUSTIC, FLEXIBLE ; NOTE. CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1r. . LINING, DIMENSIONS SHOWNCONNECTION Err ON PLANS ARE INSIDE MIN. GENERAL PURPOSE HANGERS MAY BE USED ON PIPING NOTES. r: CLEAR DIMENSIONS, rr T 1 OR SMALLER. 1. FOR DUCTS OVER 49 WIDE, THE STRAP HANGER SHALL BE TURNED' UNDER HE — RUBBER—IN—SHEAR BOTTOM OF THE DUCT. DOUBLE.. NUT ars --�•�'OR SPRING TYPE hIANGER RODS VIBRATION 2. ALL ANCHORS -AND INSERTS SHALL HAVE NEW YORK CITY BOARD OF sTANDARD AND ISOLATORS, AS PER APPEALS, (BSA) APPROVAL. THE SPECIFICATION: , TYPICAL ' 1. CLEVIS HANGERS.. WITH WELDED INSULATION SHEILaS SIMILAR TO RAIJCH FIG. 100SH ON ALL PIPES LARGER THAN 1". 2. FOR PIPES 1" OR SMALLER, A BAND HANGER WITH INSULATION SHEILC} MAY BE USED SIMILAR TO RAUCH FIG. NO. 1ASH. ' 3. FOR NDNINSULATED PIPE, INSULAI'IDN SHEILaS MAY BE OMITTED. _ I STEEL 4. ALL PIPS. HANGERS SH -ALL 8E GALVANIZED 5 E L OR FACTORY PAINTED BLACK WITH ENAMEL HANGER STRAP ' SCHEDULE DUCT SIZE HANGER SIZE MAXIMUM SPACING UP TO 2 SQ.FT, in X 1/16" CJ 2 SQ.FT: TO 4 SQ,FT. 1" X 1/8" 81_0" 4 SQ.FT. TO 10 SQ.FT 1'" X 1/8" 6'-01, OVER 10 SQ.FT. 1" X 1/8" 4,-0" 5. FOR NON FERROUS PIPING WITHOUT INSULATION, ALL HANGERS SHALL COPPER PLATED OR FURNISHED WITH A DI—ELECTRIC BETWEEN PIPE AND HANGERS. DETAIL, HANGER _PIPE HA1�1ER DETAIL II�L.II�IE EA TRUCK EXHAUST DETAIL DUCT 6 SCALE: NONE SCALE: NONE 2 SCALE: NONE SQUARE VANED CEILING OR TOP ROOF ELBOW 5' OR REGISTER .. . f FILTER DRIER WITH .MAIN DUCT LESS CHARGING VALVE AND VALVED BYPASS 0) INDOOR VD SOLENOID VALVE Wj4 OR A rr. w_ - ~.p. t W j� NIM 5 W FAN COIL UNIT ,.. m ,� �I MINIMUM OF SIGHT GLASS .__._. .._.., FIRE Q r-----�,,._-., - ;_. RETARDANT _�. '}----- W . � �� RADIUS ELBOW .< >< JACKET � FIBERGLASS' f SECTIONAL = 45 OVER 5 ' EXPANSION VALVE f INSULATI(3NVD Til{ -:J 1 VIBRATION t t i W3 W2 t ISOLATORS i ,�._.....;..._ � _ � 1 J, v �} i. ✓ . ' � �i t,t�j y ,r �� f t } � 1: 1{ � 4 f 'sr (� t%\ �f 'Fj„� VD s t K.-. .. ___ ;JI�,JL:.:..,. .�.. 1 �tc_,LI�.1�_..,. _. !_._. S.L}.�,.......1}:t t� i.�,.,..ea�.-.,...:F......:._. _.._ __» _._....:... 1.Z.a.,_..�.L .. ATTIC t VDOUTDOOR IW3 �I` ! VD NECK SIZE AS I S I BUTT sTt�tl� AT JOINTS. REMOlE7ED FI Nc I SHOWN ON PLAN RE PROPERLY SIZED REFRIGERANT SECURE W4TH ADHESIVE W3 AND OUTER HOLDING BAND PIPING TO MEET MANUFACTURER OR USE SELF-SEALING i.APS t t W2 t t REQUIREMENTS (TYPICAL AT ALL JOINTS) r t SERVICE VALVES J t ► SECOND FLOOR NOTE. (TYPICAL) SEALING LAP. SECURE � __ SPLIT WITH ONE 90 WITH ADHESIVE. ALL '`' s�Ats ANDLAPS -� -� BRANCH IS SIMILAR TO A PRESSURE RELIEF � ,,. .,� AT � _-- DOUBLE ELBOW SPLIT. VALVE SIZED & -� PROVIDED BY UNIT MFR. 1ITi Ue FITTING NECK SIZE ASDRADIUS VID VD AIR COOLED SHOWN ON PLAN ELBOW CONDENSING UNIT: .,.� r �. ."T ”" �. ..' 0/ DUCT. RISE' ACC--1 _S (N)CONCRETE PAD NECK SIZE AS � SHOWN ON PLAN FIRST FLOOR VANED IR a VD ELBOW NOTE: CONCEALED � A C� V LUES AND: FITTINGS EAND VALVES ND F ITTINGS DUCT RISE ED PIPE 1. PREMULDED FIBERGLASS OR RADIAL MITER P 1. PROVIDE TRAPS AS FOLLOWS: 1. WRAP WITH I" THICK, I L:g> DENSITY TO REQUIRED ('IPE T> SLIT INSULATION THICKNESS. INSULATION; NECK 2. SKIM COAT OF tNSUAl.TtNC CEMENT.. WIRE P 2, SEC 3RE TH E OR TAPE, MASTIC P T D' USE 1 .`CRAP AT THE BOTTOM OF THE SUCTION RISER. 3 COAT OF hAA A. FOR RISES U O � ; B. FOR RISES BETWEEN 50 AND 100', INSTALL LL A SECOND TRAPFHALFF WAY UP THE RISER. 3. VALOR SEAL C OLDWATER CHILLED WATER AND STORM 4. WRAP WITH FIBERGLASSREINFORCING REINF R INC CLOTH. WATER PIPING. 5. FINISH COAT OF MASTIC, C: FOR RISES OVER 100:, INSTALL TRAPS AT 113 INTERVALS. 6. OVERLAP 2 ON PIPE INSUALTI?N. NOTES: 1: SINGLE LINE REPRESENTATIONS PRESENTATION REFER TO DOUBLE LINE DETAILS. S F ARE VANED BENDS BOTH ELBOWS AND SPLITS AS 2. REFRIGERANT PIPING SHALL. B1^ INSTALLED SO THAT THEY WILL NOT OBSTRUCT SERVICE ACCESS TO 2. USE RADIUS OR SQUARE OR ILIMITATIONS,A D TH DISTANCE FROM AIR OUTLETS. I ICONDENSING UNIT .THE AIR HANDLER IN GENERAL OR THE FILTER. DETERMINED BY SPACE N E EITHER .THE INDOOR COL OR , 'VANES 3. ALL SQUARE ELBOWS SHALL HAVE FACTORY TURNING , AND MAINTAIN A 3. SLOPE HORIZONTAL SUCTION LINES APPROX. 1 EVERY 20 FEET TOWARD THE CONDENSING UNIT TO CONSTANT WIDTH. H FACILITATE OIL RETURN. 4. WHERE DUCTS SPLIT, THE SOLID LINE REPRESENTATIONIS PREFERRED, UNLESS PRECLUDED BY SPACE, OR OTHERWISE INDICATED. K I 5. USE ELBOW SPLIT FOR .BRANCH CONNECTIONS ONLY WHERE NECK SIZE IS GIVEN. REFRIGERANTFRIERANT PIPING SCHEMATIC PIPING INSULALTION DETAIL DJ C WO K BRA NH TAKE -OFF DETAIL NONE SCALE: NONESALE• NINE . Project Title FIREHOUSE ! ! VILLAGE OF RYE BR OK King Street.) Rye Brook, NY Drawing Title M ,ANI T 1 ��N GSL D� , f4 L5 Checked B Theca plans trre an Instrument of service and are the. F. property of the a chitect, � infringemant- " Will be prosecuted, y i cc). Contractor shoe verify cii ties Tr. conditions and dimensions an be responsible for field fit on quantity of work. No o(Iowanase shall be made in behalf of they contractor for any error Or.. hegleat on hie part, Scale NONE Drawing g Na. Project No. NB X24 Date 02AC103 Drawing By jP 7 *2 Checked B SYMBOL AND ABBREVIATIONS GENERAL NOTES SYMBOL ABBREVIATION B N '-SYMBOL ABBREVIATION DESCRIPTION . SYMBOL. ABBREVIATION DESCRIPTION 1. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED (U,Q,N.) EXISTING TO REMAIN EX, REM { . 2. THE DRAWINGS ARE TO BE CONSIDERED SCHEMATIC 0N LY AND DO NOT NECESSARILY SHOW THE EXACTLOCATIONS AND DETAILS 'OF THE WORK TO BE INSTALLED. 3. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLEFOR OBTAINING ALL NECESSARY PERMITS AND PAYING ALL FEES ASSOCIATED WITH THIS WORK INCLUDING FILING WITH THE UTILITY COMPANY AS REQUIRED ANDWI H LOCAL AUTHORITY HAVING JURISDICTION. 4. ALL WORK INVOLVING THE ELECTRIC SERVICE SHALL BE COORDINATED AND APPROVED BY THE UTILITY COMPANY. E C . 5} CIRCUIT NUMBERS ARE FOR INFORMATION PURPOSES ONLY. ACTUAL CIRCUIT NUMBERS .SHALL BE DETERMINED IN THE FIELD. FOR "EACH MALL. MOUNTED COMMUNICATIONS AND CABLE OUTLET, , PROV#DE A 1900 JUNCTION N BOX WITH AN EXTENDERDER COLLARR AND INCH CONDUIT WITH R D AGL{NE 6 INCHES ABOVE HUNG CEILING ,FSR INSTALLATION OF CABLE BY OTHERS. R E S 7. COMMUNICATION WIRING BY OWNERCOORDINATE COMMUNICATION JACKS WITH REPRESENTATIVE, TYPICAL, ;. 8,) UNLESS OTHERWISE NOTED; STARTERS, DISCONNECT SWITCHES AND MOTOR RATED TOGGLE SWITCHES FOR MECHANICAL PUMPS, UNIT HEATERS SUPPLY AND D RETURN FANS, EXHAUST. FANS AND AIR HANDLERS SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 9. ALL MECHANICAL EQUIPMENT SHOWN IS FOR ELECTRICAL SCHEMATIC PURPOSES ONLY, COORDINATE EXACT LOCATION OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR. 10. COORDINATE EXACT LOCATIONS F CO E E LQ A NS O ALL RECEPTACLES AND DATA/TELCO/CABLE OUTLETS W}TI-I CLIENT REPRESENTATIVE. 11.\) ALL DISCONNECT SWITCHES SHALL� BE 240V NEMA -1 3 POLE U.O.N. — U # G{{,�� COND IT AND WIR N 4" — FIRE ALARM WATER .FLOW SWITCH DWG DRAWING CONDUIT& WIRING TO BEREMOVED UON E A ARM WARDEN STATION EMT ELECTRICAL METALLIC TUBING T ; HOMERUN O PANEL ARROWS INDICATE 1P , R FIRE ALARM RELAY EM EMERGENCY "}--- MU T#—POLE HOMERUN AP FACP FIRE ALARM CONTROL PANEL EX, _ EXISTING TO REMAIN [� V ELECTRICAL EQUIPMENT AS INDICATED FIRE ALARM ANNUNCIATOR PANEL F FLOOR' j 'ELECTRICAL EQUIPMENT CBE REMOVED LION EOL END OF LINE RESISTOR FBO FURNISHED BY OTHERS — ELECTRIC METER R E — WALL MOUNTED PUBLIC ADDRESS SPEAKER GEN GENERATOR QJ .� JUNCTION BOX PUBLIC ADDRESS TELEPHONE GFI GROUND FAULT INTERRUPTER ZP E SWITCH FUSDDISCON CT E H SP CEILING MOUNTED PUBLIC ADDRESS SPEAKER HPRS N� EPOWER UNFUSED DISCONNLT SWITCH CLOCK IG ISOLATED GROUND COMBINATION MOTOR STARTER/FUSED DISC. T TIME CLOCK " IMC INTERMEDIATE METAL CONDUIT MOTOR STARTER CR CARD READER KVA KILL;VOLT—AMPERE _ A—/ MOTOR CSA DOOR ALARM KW KILO—WATT. . BATTERY PACK EMERGENCY LIGHT FIXTURE DOOR RELEASE MAX MAXIMUM — EXIT LIGHT, FALLS—SHADED, CHEVRON—ARROW ELECTRIC STRIKE.. .. MCB MAIN CIRCUIT BREAKER S,x 0c(xINDICATES SINGLE POLE SWITCH oc — IN ICA..TES FIXTURE BEING CONTROLLED) OCCUPANCY SENSOR � Q MOTION DETECTOR MCC MOTOR CONTROL CENTER KP KEY PAD MIN MINIMUM 3 �Jx Oc THREE POLE SWITCH. (x INDICATES .FIXTURE BEING CONTROLLED) c�c OCCUPANCY SENSOR.. � � PA PANIC ALARM MLO MAIN LUG ONLY � PUSHBUTTON MTS MANUAL TRANSFER SWITCH x FOUR POLEWITCH S I I (x _ INDICATES FIXTURE BEING CONTROLLED) CF A — CALL FOR AID PULL STATION NIC NOTIN CONTRACT CFA — CALL FOR AID A V DEVICE NL NIGHT LIGHT ..DIM. x — I D MMER SWITCH �. x INDICATES FIXTURE BEING CONTROLLED) EPt1 EPO EMERGENCY POWER OFF SWITCH NTS. NOT TO SCALE DEFINITION �� TERMS TERMS ASP RASP RESCUE ASSIST. SYSTEM MASTER STATION' OH` OVERHEAD 1. WHEREVER I REER N THE CONTRACT DOCUMENTS THE WORDS CUSTOMER OR CLIENT ARE USED, IT MUST BE UNDERSTOOD THAT VILLAGE OF RYE BROOK IS INTENDED.. 2 )WHEREV R IN THE CONTRACT DOCUMENTS S THE WORDS "ELECTRICAL RICAL UTI CITY„ OR "POWER COMPANY” ARE USED, IT MUST BE UNDERSTOOD THAT"CON EDISON,IS 3,� WHEREVER IN THE CONTRACT DOCUMENTS THE WORDS "TELEPHONE UTILITY OR ARE USED, IT MUST BE UNDERSTOOD THAT VERIz©N IS INTENDED. 4. WORK„ MUST BE DEEMED TO CONSIST OF ALL LABOR AND OPERATIONS TRANSPORTATION, HOISTING, MATERIALS, TOOLS, EQUIPMENT, SERVICES, INSPECTION'S, INVESTIGATIONS, COORDINATION AND SUPERVISION REQUIRED AND OR REASONABLY NECESSARY TO PR T I PRODUCE HE CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS. 5, FURNISH MEANS THE DESIGN FABRICATION,PURCHASE AND DELIVERY TO THE 1 JOB SITE. 6.} INSTALL OR INSTALLATI N MEANS THE ACT OF PHYSICALLY PLACING, APPLYING,DATA SETTING, ERECTING, ANCHORING, SECURING, ETC., CONSTRUCTION MATERIALS, EQUIPMENT, FURNISHINGS, APPLIANCES, AND SIMILAR ITEMS SPECIFIED AND FURNISHED AT THE ,JOB SITE. INSTALLATION OF SPECIFIED ITEMS MUST BE COMPLETE IN ALL RESPECTS. 7.PROM MEANS T DE E NS 0 FURNISH AND INSTALL CONSTRUCTION MATERIAL, EQUIPMENT, ETC. AS DEFINED ABOVE. , COND#SO REPRESENTATIVE: E N CAROL M H G c U H _.. 2 6366. M MOTOR RATED TOGGLE SWITCH REMOTE RESCUE STATION P POLE _ SK KEY OPERATED SINGLE POLE SWITCH CB CIRCUIT BREAKER PNL PANEL SV -- SPEED CONTROLLER {FBO) _ ENCLOSED CIRCUIT BREAKER PT PRESSURE TREA,TEDINTENDED, — WALL MOUNTEDOCCUPANCY SENSOR g MAI`TELCO FUSED SWITCH PVC POLY VINYL CHLORIDE ac ---— CEILING MOUNTED OCCUPANCY SENSOR G GENERATOR REL, REMOVE AND RELOCATE _ DUPLEX RECEPTACLE 4qj_ GENERATOR RECEPTACLE RGS RIGID GALVANIZED STEEL _ DOUBLE DUPLEX RECEPTACLE L. t�� GND GROUND AS .PER LOCAL LODE SCH SCHEDULE -- P CI A S E L RECEPTACLE GROUND BAR SW SWITCH (ES) TELEPHONE OUTLET LE E � ( m.. .. GROUND FOIA TELCO TELEPHONE COMPANY ...� OUTLET TRANSFER SWITCH _ TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR v _ COMBINATION TELEPHONE DATA OUTLET ' TV/DATA OUTLET Ulu XFM R CT TRANSFORMERS O } MER JRR NT ,R ANSFL. _ MECOMBINATION _ TYP UG TYPICAL UNDERGROUND P TV OUTLET- FURNITURE SYSTEM POWER FEEDVI is UT..n11Y POLE MAIN AGER UON UNLESS OTHERWISE NOTED F VERIFY IN FIELD C FURNITURE SYSTEM COMMUNICATION FEED I SURFACE M 1J IRACEWAY,D O N E�.� EVICTS AS INDICATEI.< I V VOLT(S) F Q — MANUAL PULL STATION WC WIRE GUARD C}4�- AUDIO VISUAL FIRE ALARM STROBE % 15/75 C A AMIE AMPERE(S) W WP WEATHERPROOF AI=F ABOVE:; FINISHED` FLOOR ALL SYMBOLS AND ABBREVIATION MAY NOT PPI R PROJECT. } 5 B S N BE APPLICABLE FOR THIS JEC 2.} SEE LIGHTING FIXTURE SCHEDULE FOR LIGHT ,.FIXTURE SYMBOLS. t,� C�- AUDIO VISUAL FIRE ALARM STROBE % 110 CD . A F AMPERAGE ,� AM, ER .�E C� FUSS_ AGL ABOVE GRADE Lfw:VEL TYPICAL I R I T LEGEND STROBE 15 75 CD ” A RC FINTERRUPTER, ARC AULT . NEUTRAL CONDUCTORS SIS LL BF #1 AWG MINIMUM FOR DEDICATED CIRCUITS OR �0,AWCMIN,FOR MUACLES LTI.IRCU}T HOMERUNS WITH SNARED NEUTRALS (RECEPTACLES,PT , EQUIPMENT LIGHTING). CIRCUITS AND H O ERUNSWITH ISOLATED GROUNDOUNE RECEPTACLES SHALL CONTAIN . AN ADDITIONAL ONAL #1 AWG INSULATED GROUND' CONDUCTOR: CONDUCTORS SHALL BE INCREASED FOR VOLTAGE DROP AND DERATING AS PER SPEC. . I CA ! NS. � _ „,1 -1P -15A 2 12 1 12 . GND 1 1 P 2OA OR CB (1—#12 ISO GND AS INDICATED I G .j _s .�j 1 1— 1i� 1-- 1 P— _ �. 2 & GND 1 0A 1 P A Z 2 � OR 2 15 C ,j� N I G (1,-12 SCI G D AS INDICATED , �., � D OR 3 �A CB 37 #1 1 10 8c 1 12 GND __ 1 P A 1 P 1 1-2 IS GND AS INDICATED DILATED #DUCT 13"1 EP 7 A CIRCUIT OR CIRCUIT PANEL - 4= STROBE 110 Q AS AMPERAGE OF SWITCH SSMOKE DETECTOR ATSAUTOMATICTRANSFER SWITCH S sc PLENUM RATED SMOKE DETECTOR ABOVE CEILING AWG. .mom �.,.�... AMERICAN WIRE GAUGE BCW R COPPER I BA E CQP E WIRE BEAM SMOKE DETECTOR RECEIVER BL DG ;I BU LDING TX -� BEAM SMOKE DETECTOR TRANSMIT E S E Q TER C CONDUIT D T LD — LEAK DETECTOR CD CANDELA S _ MOUNTED SMOKE DETECTOR CKT CIRCULI HG 'HEAT SENSOR CL CEILING clsCARBQN MONOXIDE DETECTOR COL COLUMN NATURAL AS' U L G DETECTOR .DEM. DEMOLISH' AD REMOVE N s ALARM BELL DISC DISCONNECT _ FIRE ALARM M TAMPER SW{T CM D IM DIMMER Project Title FIREHOUSE s VILLAGE {T % h � 1 LrLA OF RYE BROOK King Street, Rye Brook Y y a. Drawing Title ELECTRICAL SYMBOL LIST, ABBREVIATION$ AND NOTES s These plana are an tnstrum �Q GY, F i + of service and ars the pr of the architect. infringem will be proxscated. - Contractor shat l verify all d conditions and dimerslans d be responsible for flail fit uantit of wwk Na'all Qy "an ow shall be made" 9n behall, of �$ contractorfor n " r ayerr o 0 n"loot on his part. Scale NONE Projeqt No N5 M4 DrawNo Date 02AO103 Drawing By r1T EGO Checked By 05 1�_ filE IH _ i it _ ff� K � f�U fK AL3tU F A. R ikv y zrt�XI � i ! NtUV F�AU YUNt K DRIVEWAY INSTALLATION. LINES',Tfl BE REMOVEDED B 3-4" CONDUITS 1 SPARE. . ,. ;+ f t COORDINATE WITH UTILITY ELECTRICAL . CO NTRACTOR:UG2 SETS 0F � 3SOMCM f ,. a i EXISTING S N7 ✓ ? .ET LINES TO COMPANY. VECCFY EXACT t ti t 0t f f. LOCATION IN FIELD. a E REMOVEDM OVED BY 0TH ERS. DRIVEWAY : , EXISTING fl LB ; fit TELCO UL i i i �t� i UG _,.., t ki w Un r ., G i f ll t, r 4 i .► f � a t i , I r i G . t. H UG QCOORDINATE EXACT M.. UG „ i ...� 1 +M, 4 1 P ETRAT ON _ _ _ _ _ ----------- INTO LOCATIONOF E ..._�,... �. G _ _�... ....__ U G , {'a _ IN BASEMENT I FI ,1C TOB SEMEN N FIELD. U G , .� G U i UG ',.1. CONCRETE _ ` c UV 4 V_ G1�x PAe =OR E EXISTING 30� KVAU UTILITY EXISTING TELCO .. w r *� 4 " , ' GENERATOR, SEEN TE 3. TRANSFORMER TO R EMAI N . CONDUITS T0 REMAIN. IN.BURIED ' PURI D H AND HOLE. VERIFY � w UG 1 .2KV PRIMARY. 2OXY 120VEXISTING POWER CONDUITS TOVERIFY EXACT EXACT LOCATION IN FIELD. G SECONDARY. CON EDISN T0LOCATION IN FIELD REMAIN. EXACTLOCAT1N _ TYPICAL. GDISCONNECT AND ., , , , INFI FIELD. . EXISTING LIGHT POLE TO BE EXISTING CABLE TV RECONNECT CONDUCTORS. ; ; �► ,. : CONDUITS TO REMAIN. IN. -f RELOCATED. EXTEN � EXISTING CUSTOMER' y (i UG �. .. , —ELECTRICAL RISER O N UTILITY I TY VERIFY EXACT CIRCUITRY ASREQUIRED. POLE TO BE SUPPLIED AND LOCATION IN FIELD POLE TO BE REMOVED } BYELECTRICAL INSTALLEDLED BY CON EDISON.,ON.KV 1 %C1 CALUMINUM315 r'►��s f kr i�� a �e t , F a TYPICAL P A FOR 4. 4 Y IC L SSS I CB GFI). S S T� ,. � ! I _ 9 7 7 , I N c c� a i.. 3 6 � 1 SEE NOT , m E. I. a ,. ... .. .. J f i . t + r f � ; r H k+ t EP > r c i . rT 131. P... . t c - a s { 3�ijjl�:. =. a a ` 13 --3k {{ i F � k r i <. _ l Lti I t {{ t r ci I a _ $ , F i { � t y ` , E urea r 1 .n sc , � � r r. c i Y. f ......,� r , , W w. t } ^+ 0w'f' .. .. a � .i l , t 1 , EL _„. F F Tt 7iC „ »f / —` Ec: z f w i I 1 1. i, : rw— „r.....� 4 r. _ r 4 '` 4 : L _ , , t `. f �1 ! , q t .. .. r s!tr•ry _{ _ Gv_ .._ ...!_ . .,._A. , .}1 _. 3 _ s i.. ._t »1�.,. . _ 17 e a E 2 -Up �a Ec4 _� , 7TIT � � r r 1 « k i 17 15j� 'v1002 ld Ej 1,9 12 X PI _C_� t19 � : ,. X.. .«tr ..._z:. r� {fh+, , 10 1 DD 10 15 01Y13 13 15 .a 10 .EPB PPB �r�Gd G NG f �1'1_E G'f 1� { 1 k � � 4 17 1 1 1 15 1 1t 10 Ni f oiA,d 33 k 19 0 CONTACTOR A TYPICAL FIXTURE TO BEFOR'6 AT BUILDING MAINCONTROLL B BY LOBBY SEE NOTE 4, {P� U ''4 .,. -E, ^, .! s _ — Date I seENTRANCESWITCH S, OCCUPANCY SENSOR WAL SWITCH. SEE NOTE 6 ELECTRILAL RELECTRICAL B ASEMENT LIGHTING PLAN, modrA SCALE: 8^SCALE: 1/8” 1'-0" , ..,•. i;, Id , NORTH NORTH t { VI _ � ,T T I` N FIRST FLOOR HALL E FE A &' 1. ALL EXIT SIGNS 0 F O S B � 2 2 } L :` , L. S N: TSH A B F ED VI A 212 8c 1 1 21. ALEAt, TGN S IBASEME 1—#12 GNDFROM EMERGENCY PANEL fEP1A T CiR UIT 2 CIRCUIT GNI) FROM EMERGENCY PANEL 'EPB', ,CIRCLIT 2.CIRCUIT BREAKER BREAKER SHALL BEEQUIPPED WITH LOCKING DEVICE. C E SHALL BE EQUIPPED WITH Ltd KING DEVICE 2.jALLLIGHTINGG FIXTURES ON FIR T FLOOR SHALL BE ~ED FROM, " iEP1A 2. ALL LIGHTING FIXTURES IN BASEGEN fi SHALL BE FED FROM EMERGENCY PANEL , U.O.N. EMERGENCY PANEL EPB U .O.N. 3, LIGHTING FIXTURES DESIGNATED NL SMALL BE NIGHT LIGHT ` 3. WALK MOUNTED INCANDESCENT LIGH TI`NG FIXTURE WITH GUARD FIXTURES AND THEY SHALL BEWIRED TOTNE UNSWITCHEDLEG OF `— T I N FIELD A C LOCATION I FOR ELEVATOR PIT. COORDIN TE EXACT L THE APPLICABLE CIRCUITS. ; 4 LIGHTSWITCHES FOR SHOWER SHALL FIXTURES SHALL BE A PILOT CONNECTEDD TO: 4.) EMERGENCY LIGHT BATTERY,PACK SHALL BECONNEC LIGHT SWITCH(LIGHT ONLOAD ON RED 'POLYCARBONATE ET LI NTING CIRCUIT, LEG OF ELECTRICAL CLC TOGGLE, HUBBELL MBL12 1 LOR EQUAL. 5. STAIRWELL LIGHT FIXTURES SHALL BE FEDIFROM EMERGENCY PANEL "EPB"IN BASEMENT. D 6, OCCUPANCY SENSOR SWITCHES SMALL U EP PASSIVE, INFRARED TECHNOLOGY THE WATT. STOPPER INC, WA DECORATOR WALLSWITCH tj _ R V U L, NS {�8 .. 988. 331 t�R AP {� Eft _ E (HARD LENS) Q L raa; 7 r 7 ? i EP 2 — q. 5EP25 M _. ..._"F S ` EPB 1 _ I f _8 ,e .,, PP 2_g 2 is \ a i3 L, , .g. p t , I 3 O S J .. I s MAX, MAX. l iNLa MPP -- M EPB— P P ---8 2 5 8 I II � � I rt i Prk b 3 i . YAJA (._PP2 8 ._..._ ....._ �.._ ....-._ ., _=.•`::: 3;o-....-._:.:_ .. __._. ._.,..._ _, ". ..... '�- ?.� �.....� _ 'Y .; ,`'''i�,� ......,sa . f., ,t SMOKE DETECTOR t. , I PANEL, PP2 , �^- �, AND LIGHT FIXTURE I PANEL EP2. i i MOUNTED TO $ ,tf UNDERSIDE OF! f t PLATFORM,' ( I .. - i f 3 III � 1 .., �: ., •. it I I i L NOTES, 1.) ALL EXIT SIGNS ON SECOND FLOG SHALL BE FED VIA 2—#12 , 1 12 GND FROM EMERGENCY PANEL 'EP2, CIRCUIT 2. CIRCUIT BREAKER SHALL BE EQUIPPED WITH LOCKING DEVICE. F F FROM 2,) ALL FIGHTING FIXTURES ON SECOND FLOOR SHALL BE ED RO EMERGENCY PANEL 'EP2' U.O.N. 3.) LIGHTING FIXTURES DESIGNATED "NL" SHALL BE NIGHT LIGHT FIXTURES AND THEY SHALL BE WIRED TO THE UNSWITCHED LEG > OF THE APPLICABLE CIRCUITS. 4.) LIGHT SWITCHES FOR SHOWER SHALL FIXTURES SHALL BE A PILOT LIGHT SWITCH LIGHT ON WITH LOAD ON RED POLYCARBONATE G ( )> TOGGLE, HUBBELL #HBL1221 PL OR EQUAL. 5.) .STAIRWELL LIGHT FIXTURES SHALL. BE FED FROM EMERGENCY PANEL "EPB" IN BASEMENT: an, These are an instrument N F NEW t .. _ .. plana of serWce and are property ' of the architect Infringements V. 01 ''�. i i1 'viii be prosecuted. } Contractor shall verify all fl conditions and dimensions a bereap onsible for field fit a quantity of work. No allowanc q Y ` shall be mads in behalf of th - contractor far. any BtfQf O 4 a neglecton part- hie rt. Sc Ie Scale t� AS NOTED Pro*t No. N 24 Drawing.,Na. " Date 2tI�lP� 0 3 _ Drawing Y 8 T " 4 2-2 Checked By � I� I __ I - - -1 _ � I I � -1 - - r- r v— I , Z7, 1 1 k jr--J,.�,fA �,Q PPl-2,4,6 (3P -15A 7; HAOR),-3—#12 & 1—#1'2'' GND. SEE NOTE #9. L J KJ HACR), 3-#12 & 1-#12 GND. SEE NOTE #9. EPlA-24 EPlA 24 Ppi-8,10,12 (3P -35A 'CB F JUNCTION BOXES FOR OVERH I EAD DOORS. TYP 'L. 0_4 F F SEE NOTE #9. () MA -127 EPlA-27 -27 -27 0 EPI A-27 EPlA EPlA -0 OVERHEAD DOOR OPEN R 110 110 CEILING MOUNTED CORD. -4 (lP-25A MOUNTED ON CEILING EP18 "REIEL. SEE NOTE #1. OTHERS. TYPICAL. EPlA-31 CB HACR). ENA4 TYPICAL. ELEVATOR CONTROL PANEL.- EPB -9 (1P -15A EPB -11 (lP-15A G3000 SERIES WIREMOLD-- MO SEE PART PLANS FOR CB HACR). CB HACR). PANELBOARD INFORMATION. 4-#10 1-#10 GND' TO 30A, 240V, NEMA -1 DISC. SWITCH STEEL SURFACE RACEWAY EPlA-33 EPIA-39 3P -45A CB (HACR) IN CAPABLE OF BEING' LOCKED IN THE HWP-2. HOT WATER L -S ITCH MOUNTED 6" ABOVE TOP OF 4"x4" JUNCTION BOX FOR ;D11;TH E I -N POSITION. "EDP1 OPE HEATER. WORK BENCH. TYPICAL. TRUCK EXHAUST SYSTEM AVIPAR,40M, PB -5 (lP-20A CB GPI). -14,16 (2P -15A OVERRIDE'SWITCH. 3_00 1-#10'GND TO P PP1, Ar, PPB -3 OP -20A CB GFI)I" TRUCK EXHAUST FAN IN CB HACR), 2-#12 & 9-#1�8 IN 1/2"C TO I ATTIC. FOR ELE 1-#12 GND) TRUCK EXHAUST SYSTEM EPlA-,37,39 VATOR CARI'LI'GHTING EPlA-27 (2-lP-20A) 1A-20 AND ACCESSORIES. 1AJIN I KIA t-AINJr I AN f- I t- UM LAAN IMUL t RECEPTACLE MOUNTED CLG cw �TRUCK EXHAUST SYSTEM. EPB -4 (1P -25A EP16 3 18" AFF. TYPICAL FOR 3. 3-#Z & 1-#6 GND IN 1-1/4"C CB HACR). 2-#4 & 1-#6 GND IN 1 t1c EPlA-33,35 (1 P-1 5A EPlA-31 SEE NOTES #3,4,5 PPB -7 (lP-,20A CB HACR). TO 3P -175A C8 IN "DP -1". 6. CB HACR). HWP-1. (2P -150A CB HACR)IN (2-lP-20A). 200A, 240V� 3 POLE, NEMA -1 "EDP -1" LOCATED IN Ei3 EP11A-35 —HOT WATER UNIT A-37 /�GFI RECEPTACLE IN DISC. SWITCH CAPABLE OF SUMP PUMP. BASEMENT. HEATER, TYP. 'm 1 11 BEING LOCKED'IN THE OPEN y 200A DISC. SWITCH EP113-14,16,18 NEMA -13R POSITION. ENCLOSURE. TYPICAL. CASCADE COMPRESSOR, 110, (3-lP-20A . 110 EPIA-21 ELEVATOR MOTOR. -,PPB 8 EPB -3 (1P -20A , 4) EPIA -24 EPlA- 24 EPIA-29 EPIA-29 EPlA-29 EPlA-29 (lP-20A CB). CB HACR). Fl A fI F tP18-15 -�j *4'1 0 EPlA-321 A �!E�P 8 17 E ppi 19 Plk-�EP`IA-3 EP1 -8 14 1 lj&,_M._J4_ ROWER BREAK. 2-#6 & 1-ff8 GND (2P -80A MOTOR. (1P -15A 2 limkl BOIL _j, EEPPR1 A TYPICAL. CB HACR) IN "EDP -1 1A-7.1 EP1841 OF-] ER. 1 124 ON EPIA-30 _G3Q00 SERIES N 100A DISC. SWITCH. �l 411 1� E NOTE/#1 EP18-18 I U4 GFi'\ SE 2, WIREMOLD STEEL HOT W J' ATER UNIT -E EP8- r GENERAL COMPRESSOR. 17 L EPB -17 EMA-2D EplA-20 SURFACE RACEWAY HEATER. -MOUNTED 6" ff#;ABOVE TOP OF 77ZT� EPB -15 EPS -15 -15 tpl�- 7 OUTLETS SHALL. BE EPIA-\20 EPlA-12 F F F Q 9F EPlA-12 EP1 -10 E 1 20 t IA—IU SEE N 7 DESK. ALL OTHER LPIA-30 EPlA-3D OTE 0A-22 �J, EPS TIMER, CONTACTORS rol�' 033ol, TED 18" AFF. 7 Ft EPIA.-32 -21 EP13-15 -EPB AND RELAYS. -5 (lP-15A t F �MOUN ILI EPB -13 EP1 A- 14,16 18 EPlA-8,10,12 C.T. METERING CABINET CB HACR), (3-lP-20A). EPlA-30 q Iff EPB -15 (,3-lP-20A). F_` - -, FPS ppa WITH INTEGRAL METER PAN. EPlA-30 EPI A-4 dl'(3-lP-,20A), -7 1 EPIA PlA-20 EPB -17 -26 EPR, -15 PB -17 I tit, EPlA-34 1A-23 EP113-15 17 19 PPB -6 (1P -20A CR) 2-#12 & 1-#12 GND. A-30 (1 P TIA 26 Ek 20A). rol A- 3v FACP k-21 _K4� lh U, W-1 F _vwii all 2� -PB A,qlA�22 -7 7--'.. 1 EPB -6 -13,15,17 PPB -2,4 (2P --30A CB), ----t i- - -- ---I NIV=_ n EP1 8 --I F_ 7 k� lk D T_ EPI�22 (1P -20A CB). EPO -11 Ilk -/' 'ZI (1P 20A). I L' i 1 5 _�� (3 -1P -20A CB). -#12 & 1-#12 GND. 2 EP14 1A-2� EPlA ii VIA L 'GENERATOR, REMOTE UG UG ft_C=03 -7 — - ------ 7j_ j -- ------- -------- ---- ANNUNCIATOR PANEL. UG dG UG EMPTY 4" CONDUIT WITH DRAGLINE FOR TELCO SEE WIRING RAM., I I EPI A-'- 21 i23,25 DRAGLINE FROM TOWN jUG SERVICE FROM EX. MANHOLE. CONDUCTORS TO (3-lP-20A). -lP-20A). EPIA-24 PTY 4" CONDUIT WITH UG EPlA-22,24,26 Ep A-24 EPlA-28,30,32 E M DIAG (3 11 (3 -1P -20,A). HALL BASEMENT. -kl JI. BE INSTALLED BY UTILITY COMPANY. FIRE ALARM REMOTE EMPTY 4" CONDUIT WITH DRAGLINE FOR IT i 4� 1 #6 & 1-#10 GND EPlB-1 (lP - 2'OA '� I J ANNUNCIATOR PANEL. 2 m 2-4" CONDUITS (1 CONDU i, J CABLE SERVICE FROM UTILITY POLE. CABLE 'IN,3/4"C (2P -50A, CB) C8 HACR), SPARE). 4#250MCM & 1-#2 _7 DEDICATED RECEPTACLE FOR COPIER. IN "EDP -1" LOCATED GND FROM GENERATOR, TO BE INSTALLED BY CABLE COMPANY. KITCHEN IN BASEMENT, EXHAUST FAN 2" CONDUIT FROM GENERATOR WITH 20 3-4" CONDUITS (1 SPARE). 2 SETS OF RECEPTACLE FOR IN HOOD'. PAIRS #16 AWG TWISTED SHIELDED TO 4-#350MCM FROM EX. PAD MOUNTED REMOTE ANNUNCIATOR IN DISPATCH ROOM, 3 RANGE, UTILITY'TRANSFORMER. ISTED SHIELDED TO PA�RS #16 AWG -Ir 'PP P FOR SITE LIGHTING. A 1 1 r('AA A I TP AN! 1!:� q, -All TC.W PAIP 41 n £P2 { EP2 9 { _. ,C , t � , 3 £P2_.9 r .; 7�V t _P 1 P P2- 2 15A i EP 1 h ,CB t I HACR). ! i £P2-9 I i 2-20 h TX { _ 7 _ a- f Q b!A M �� l _ £P2 9 EP 2 10 12 14 y /^ IN p u w p V l7.. , Y - __ i (3 -1P -20A / j c__ � 3v 1 20A CB\j 7 - I ,r,,, ,ABBAT t TA P2 15 1P 1A CB A TV JACK AND CONSULTING ENGi1NEERS .20 HACK). v _ ASSOCIATED z s .,_ #fir,f f t;. x. d f - e r HOT WATER UNIT TO NEW YORK MALLAO x / tr 50 B or» 1VY � 2 HEATER.. � E £P21� Huv+Ais a 053. (. 7 BE MOUNTED 18 h � �td 2R 1 LOCATION'OF FUTURE , � BELOW CEILING.ki 9 .7d7. 00 knt 9 .l.747.�id53 <» EP2-22 � F W W W.O�i7C�B.Cgr11 , 0 1 _. ... '� t I � AC UNIT. PROVIDE , � TYPICAL OR 3 IN �. £P2 16 r:- >- i 0 £P2 -f 0 E ' IT EMPTY 1"C WITH.. � { .t! {, FITNESS ROOM aRACLINE BETWEEN- 41Ca_ , LOCATION AND EP2 16 Ik 1� fm f ! ,. ,� -, ! _c.,. , $ �. £P2 18 P 1 t PANE' � £2 $ P'ZA EL PANELBOARt� P 2 . P t £ 2..13. £P2, 6 44a £ 2 CAP END 04' CONDUIT. P _ F E �, £P2 8 t. r _ £�2 � . _ _ .. EP2 14 __� £PZ 32 £P2 22 t £F 22 I i PP2 iQ �' 4p _ , r ; ry w m � 7tst,P2-9,11 • V, d �(2P-30A CB s r (SEE NOTE f WEE S2—#12 ..__� (1 , HACR 4 PP2 12, ,, AC '� TYP. ,,��jj i1- ! Q &1 12GND. ti? , - FOR 3. 1 Pi'2 , PP2 14 . ! V T ON PP2:io PP2 �a ��/(� HVAC UNI , , . LOWE LEVEIr , : _� __ . , _T_ _ - 1 � � ��..�� OF LOFT. , 3 Y C� F E l_ ri ,UYAP-�, p2g a { J _l � £26 t, I w { EP2-13P2-10 , PANEL PP2. P 4 4 REMOTE RESCUE (1P -20A CB .(1P -20A CB). l SLEEVES. STATION. f 2 E PP2-5,7 2P 30A , F , '� `.� « THR�.UGH SECOND i t PP2 1 � 2P 15A , � I HACR), 1 CB H c , � 2 { , j � FLUOR .,SLAB FOR 7 { CB HACK 2 1<2 _ I ! { v �, & 1 12 GNB}, � , I PP2 12 1411 { ! CABLE tV AND h � � & 1 12 GNG, ( , - } 4' 1. RECEPTACLE MOUNTED (3-1P-20A,t COMMUNICAT}ONS { ; EF'2 6,8 r. BELOW PLATFORM, �CE3 HACK I E , WIRING. , I 2 ,1 P 2O CB }}, z L.-. ___ - _ ._ _ _ __ __ :. __ _. ---_ __ _ _.__ .___ __ __ ._ _.) v- t Date a ' SSUe E ; ` TRUCK EXHAUST FAN. SEE I MECHANICAL PLANS FOR { I ADDITIONAL INFORMATION. r _60A 240V 3 POLE DISC. SWITCH. _-1 1 `TRU 3 Q &#i 0 GN D TO CK EXHAUST SYSTEM CONTROL PANEL ON FIRST FLOOR. SECOND �C POWER FLOOR PO R PLAN ELECTRICAL E SCALE. 1/8" = l' -0t' Project '17Itle FIREHOUSE ■ ■ VILLAGE O RYE BROOK King Street, Rye Brook, NY" Drawing Title ELECTRICAL SECOND FLOOR POWER PLAN TheseIone fn rum t O W are an P tst en f service o and are the property P X of the 1 ec n I ants h arab t tr } fr /- 't tom, S ngam �J ws I be prosecuted. < contractor Y ehaH verify off fi i enslans conditions and dm d b responsible for el t an e n field- ft uontit of work, No allowQ nc' �i _ Y shall be made in behalf of th _ contractor for an ' y error r a , J neglect on Nis part.1 Scale AS NOTED Drawing: No. Pro*t No.NAfrM4 , Date D raw g E12 Checked By 7T ` TRANSFER: SWITCH. UA _� TR WIRING GENERATOR CONTROL RISER DIAGRAM V�{ E SCALE: NODE DUCT MOUNTED -2-#16 SMOKE DETECTOR. S S S TYPICAL. AC 4 FIVAC-1 HVAC—,3 2—#16HVAC SHUT ,�_._ ... DOWN RELAY. RR R TYPICAL, ATTIC HVAC -1 HVAC -3 HVAC- —SMOKE DETECTOR AT TOP 2-- #16 OF ELEVATOR SHAFT, F HAFT. " SMOKE DETECTOR AT 2-#16 TOP OF STAIRWELL, ::: SHAFT S EL S S STAfRWEIh H 8 2 SETS OF 4-#350MCM SMOKE DETECTOR. & 1-#2/0 GND IN 3„C 4--#16 TYPICAL. F F ELEVATOR LOBBY T ETE TOR _ INDOORS OUTDOORS 2 P -SDA CB -500A CS 12 P R COM RESSQ ,,,-EXTERIOR WALL 1=1 RE A AR , L RISE DI AGI�AM R F 1= AUDIO/VISUAL 3—#22 & 1 SHLD. GENERATOR GENERATOR . PAIR, 22AW G STAIRWELL 2ND FLOOR BATTERY �,,,,,.., CONTROL ENCLO URE'. S F OR 2ND LQ " ,PANEL. 3P -100A e9 '"'---Tvs _ � 3 6 DISPATCH `ROOM BACK-UP. These tans ore an Instrument P of service and aro kha preR�tY, of the architect. {rsfrtngamenis 2-- #16 FOR ACTIVATION ONE—LINE DIAGRAM �}TE S COMPLIANT �I- REMOTETE. ANN� NICATQR ; .. . OF ELEVATOR SHAFT EX: PAD MOUNTED PANEL. _ 3P 3P -150A CS =' ~~--.ELEVATOR ADDRESSABLE CONTROL EMERGENCY {'' - — PNL EPB -7(1P -20A) E SMOKE HATCH. UTILITY TRANSFORMER..: R RESCUE QT REMOTE R E 1. AN ENGRAVED LAMACOID. PLAQUE SHALL BE AFFIXED ON O R } G A Q E D 5 PANEL ON FIRST FLOOR. REMOTE ANNUNCIATOR � ci 2-- 12 & 12 1 GND L6 G .. .. PB (HAA z STATION. 3I4 C WITH, 20 PAIRS �1 6 `9 ST FLOOR . ADJACENT T©THEMAIN SERVICE EQUIPMENT (DISTRIBUTION ISTRIBUTIdN_ BOARD ROUTED WITH CONDUIT LEGEND. `.__.. AWG AWG TWISTED SHIELDED D TQ E E _ MANUAL PULL - 3P-1004 CB CONTROL WIRING, DP -1 . PLAQUE SHALL BE RED WITH WHITE LETTERINGANDSHALL3p_10qA GND IN 3/4"C G8 RESCUE ASSISTANCE GENERATOR CONTROL PANEL. N STATION. TYPICAL. 600A, 208Y/12OV, 30P---\3P-125A GB 1Q 1 THIS IS NQTAPOINT—TO—POINTWIRING SYSTEM MASTER STATION 1ST FLOOR , ; F GRADE _ STATE ,BACKUP GENERATOR LOCATED ADJACENT TOT WN HALL RASP ROOM ` WITH IN DISPATCH ... Q 2 4-#10 & 1-#10 GND IN 3/4"C. PAN£LBOARD "PPB”. ZONES. 3/4"C WITH 3 PAIRS #16 - 1 # 6 J SERVICE ENTRANCE -----_ �- ELEVATOR RECALL. �ELEV AWG TWISTED SHIELDED TO 3-#10 & 1-#10 GND IN 3/4"C. # #fi TRANSFER EI_ GENERATOR CONTROL ALARM SYSTEM VENDOR ROUTE BURIED CONDUIT ALONG 120V „ PANELBOARD PP1 PANEL, 2 PAIR #10 AWG TYPICAL. WITH POWER CONDUITS. G PANEL "no -i" WITH 6OQA TO GENERATOR CONTROL 3P -45A cg (HA 2 TRUCK EXHAUST FAN. PANEL. R END OF LINE _-- - _` C WITH 2O PAIRS ,#16 AWG ,r 2-#6 & 1-#8 GND IN 3/4"C. POLE WITH SOLID P1 B, , TWISTED SHIELDED TO REMOTE ASSISTANCE SYSTEM AUTOMATIC TRANSFER 2-#16 # EMERGENCY ANNUNICATOR, 3 PAIRS #16 AWG .,RESCUE 3-#2 & 1-#6 GND IN 1-1/4"C. #c SWIT H. C NEUTRAL. P-8 2P -80A � TWISTED SHIELDED TO AUTOMATIC RIS R IA r2h RAM BASEMENT P E 2 TRANSFER" SWITCH & 2 PAIRS F (� !i 2 SETS OF 4-#250MCM & 1-#2 GND IN 3 C. GENERATOR Jt:If'4 A lA tf'` "7"fS A i !T/1i� A A '£! f� r . � t .� � t' �tii �.� 7T ` TRANSFER: SWITCH. UA _� TR WIRING GENERATOR CONTROL RISER DIAGRAM V�{ E SCALE: NODE DUCT MOUNTED -2-#16 SMOKE DETECTOR. S S S TYPICAL. AC 4 FIVAC-1 HVAC—,3 2—#16HVAC SHUT ,�_._ ... DOWN RELAY. RR R TYPICAL, ATTIC HVAC -1 HVAC -3 HVAC- —SMOKE DETECTOR AT TOP 2-- #16 OF ELEVATOR SHAFT, F HAFT. " SMOKE DETECTOR AT 2-#16 TOP OF STAIRWELL, ::: SHAFT S EL S S STAfRWEIh H 8 2 SETS OF 4-#350MCM SMOKE DETECTOR. & 1-#2/0 GND IN 3„C 4--#16 TYPICAL. F F ELEVATOR LOBBY T ETE TOR _ ---- PANELBOARD PP2r. TYPICAL. MCB. SEE .NOTE 1. " ' I_..._ # 4-#16 ADA COMPLIANT #2/0 AWG SERVICE 2 P -SDA CB -500A CS 12 P R COM RESSQ 1=1 RE A AR , L RISE DI AGI�AM R F 1= AUDIO/VISUAL SMOKED C , \_600A CT METER 2ND FLOOR BATTERY �,,,,,.., " CABINET. SEE NOTE #2 3P -100A e9 '"'---Tvs _ � 3 6 ,:. SCALE, NONE BACK-UP. These tans ore an Instrument P of service and aro kha preR�tY, of the architect. {rsfrtngamenis 2-- #16 FOR ACTIVATION ONE—LINE DIAGRAM �}TE S COMPLIANT �I- MAIN FIRE ALARM-- .. . OF ELEVATOR SHAFT EX: PAD MOUNTED -175A ce _ 3P 3P -150A CS =' ~~--.ELEVATOR ADDRESSABLE CONTROL EMERGENCY {'' �~ R I � R :.N OT SMOKE HATCH. UTILITY TRANSFORMER..: 3n 1. AN ENGRAVED LAMACOID. PLAQUE SHALL BE AFFIXED ON O R } G A Q E D 5 PANEL ON FIRST FLOOR. REMOTE ANNUNCIATOR � ci L6 G .. .. PB (HAA z `9 ST FLOOR . ADJACENT T©THEMAIN SERVICE EQUIPMENT (DISTRIBUTION ISTRIBUTIdN_ BOARD PANEL BY FRONT DOOR. CONDUIT LEGEND. `.__.. 2---#12 & 1_.n#12 E _ MANUAL PULL - 3P-1004 CB DP -1 . PLAQUE SHALL BE RED WITH WHITE LETTERINGANDSHALL3p_10qA GND IN 3/4"C G8 2-#16 STATION. TYPICAL. 600A, 208Y/12OV, 30P---\3P-125A GB 1Q 1 THIS IS NQTAPOINT—TO—POINTWIRING TRUCK EXHAUST F I _ STATE ,BACKUP GENERATOR LOCATED ADJACENT TOT WN HALL 4W, NEMA. -1, 22KAIC 4-#10 & 1-#10 GND IN 3/4"C. PAN£LBOARD "PPB”. PANELBOARD SYSTEM CONTROL PANEL. EL - 1 # 6 ELEVATOR LOBBY HEAT DETECTOR. SERVICE ENTRANCE 3P-1044 C6 �- ELEVATOR RECALL. �ELEV 3-#10 & 1-#10 GND IN 3/4"C. # #fi TRANSFER EI_ RATED DISTRIBUTION ALARM SYSTEM VENDOR AND PERFORM FORM ALL WORK IN ACCORDANCEE WITH THAT DIAGRAM, „ PANELBOARD PP1 CM TYPICAL. S S H ---- G PANEL "no -i" WITH 6OQA SWITCH, 3 3P -45A cg (HA 2 TRUCK EXHAUST FAN. . R END OF LINE HEAT DETECTOR ---- PANELBOARD PP2r. TYPICAL. MCB. SEE .NOTE 1. " ' I_..._ # 4-#16 ADA COMPLIANT Project Title FIREHOUSE VILLAGE O RYE B OOK King Street, Rye gook, NY Drawing Title ELECTRICAL ONE -LINE AND RISER DIAGRAMS » 1 --- -1 � 5 #2 IN 1 /2 G #2/0 AWG SERVICE 2 P -SDA CB -500A CS 12 P R COM RESSQ 1=1 RE A AR , L RISE DI AGI�AM R F 1= AUDIO/VISUAL GROUND. SEE SERVICE GROUNDING DETAIL. BATTERY �,,,,,.., � " DEVICE. TYPfCAL, SADA' 3r�-1004 ea .� 6 ,:. SCALE, NONE BACK-UP. These tans ore an Instrument P of service and aro kha preR�tY, of the architect. {rsfrtngamenis 2- 16 # ONE—LINE DIAGRAM �}TE S COMPLIANT �I- .. . will be prosecuted. - _ _ 3P 3P -150A CS STROBE. TYPICAL. EMERGENCY {'' �~ R I � R :.N OT Contractor ! t ontract shat verify at fled _ y candtttans and d4mr�naEitns san be f fl fi for d t (i tL' 1. AN ENGRAVED LAMACOID. PLAQUE SHALL BE AFFIXED ON O R } G A Q E D _ 3P 1254 C9 REMOTE ANNUNCIATOR � ci L6 G .. .. PB r C. -♦ `9 ST FLOOR . ADJACENT T©THEMAIN SERVICE EQUIPMENT (DISTRIBUTION ISTRIBUTIdN_ BOARD PANEL BY FRONT DOOR. CONDUIT LEGEND. E - 6 DP -1 . PLAQUE SHALL BE RED WITH WHITE LETTERINGANDSHALL3p_10qA G8 _ EMERGENCY 1 THIS IS NQTAPOINT—TO—POINTWIRING TRUCK EXHAUST neglect on his t. _ STATE ,BACKUP GENERATOR LOCATED ADJACENT TOT WN HALL ZONE MODULE FOR 4-#10 & 1-#10 GND IN 3/4"C. 600A > AUTOMATIC PANELBOARD SYSTEM CONTROL PANEL. EL PRIOR TOSTARTING ANY DIAGRAM SHALL BE OBTAINED FROM FIRE WORK, A WORKING POINT-TO-POINT WIRING 2-#16 ELEVATOR RECALL. �ELEV 3-#10 & 1-#10 GND IN 3/4"C. # #fi TRANSFER ALARM SYSTEM VENDOR AND PERFORM FORM ALL WORK IN ACCORDANCEE WITH THAT DIAGRAM, Scale e CM TYPICAL. „ 2-#4 & 1-#6 GND IN 1"C. G SWITCH, 3 3P -45A cg (HA 2 TRUCK EXHAUST FAN. AS NOTED R END OF LINE ,r 2-#6 & 1-#8 GND IN 3/4"C. POLE WITH SOLID P1 B, , GENERAL AIR MES757. COORDINATE WITH CON EDISON REPRESENTATIVE. 2-#16 # EMERGENCY RESISTOR. TYPICAL. 3-#2 & 1-#6 GND IN 1-1/4"C. #c 150KW NEUTRAL. P-8 2P -80A � COMPRESSOR P A AN O R ELB D P E 2 F (� !i 2 SETS OF 4-#250MCM & 1-#2 GND IN 3 C. GENERATOR > 2--#16 Pro*t N No, 2 SETS OF 4- 25OMCM & '1- 2 GND IN 4"C. # # 500A CIRCUIT TRIC --- �L�C �� ONE LINE DIAGRAM O rrC. T OF4- #53OMCMIN 4 2SES BREAKER. SCALE: NONE MOTOR CONTACTOR WITH ASSOCIATED TIMING RELAY . ( 4-#2 & 1 # 8 GND IN 1-1/4"C. # TO BE SUPPLIED AND 4 #16 . 9D O 11 �} „ 4 1 8c 1 6 GND IN 1 1 2 C, # # 1 s 6OOA 2O8Y /120V , j 3� 4W r r , 2P 150A G8 {iaAca INSTALLED BY THE ELECTRICAL CONTRACTOR. BASEMENT _F .... _ 1 0 1 GND I 4 /& 6 N N 2 C # # # - NEMA 1, ,MLO EMERGENCY o . SEE SCHEMATIC DIAGRAM. . .. � __.. ,. 2—#6 & 1 1 C} GND IN 3/4"C. # DISTRIBUTIt�N PANEL - - - ,i „ Project Title FIREHOUSE VILLAGE O RYE B OOK King Street, Rye gook, NY Drawing Title ELECTRICAL ONE -LINE AND RISER DIAGRAMS » 1 --- -1 � 5 #2 IN 1 /2 G — EDP—1 . 2 P -SDA CB 12 P R COM RESSQ 1=1 RE A AR , L RISE DI AGI�AM R 1 � " 3r�-1004 ea 9 KITCHEN RANGE. ,:. SCALE, NONE - These tans ore an Instrument P of service and aro kha preR�tY, of the architect. {rsfrtngamenis 4 °S Q rJ \ ONE—LINE DIAGRAM �}TE S �I- .. . will be prosecuted. - _ _ 3P 3P -150A CS 1 EMERGENCY {'' �~ R I � R :.N OT Contractor ! t ontract shat verify at fled _ y candtttans and d4mr�naEitns san be f fl fi for d t (i tL' 1. AN ENGRAVED LAMACOID. PLAQUE SHALL BE AFFIXED ON O R } G A Q E D _ 3P 1254 C9 � ci PAN QA... ELB RD G .. .. PB r C. -♦ Tiro a r atbt e1 a n t puontt y of work, No cliawana . ADJACENT T©THEMAIN SERVICE EQUIPMENT (DISTRIBUTION ISTRIBUTIdN_ BOARD shall bam de in bah It of iah er contractor for any error 6 DP -1 . PLAQUE SHALL BE RED WITH WHITE LETTERINGANDSHALL3p_10qA G8 EMERGENCY 1 THIS IS NQTAPOINT—TO—POINTWIRING DIAGR M USETHIS DIAGRAM FOR ESTIMATING PURPOSES ONLY. neglect on his t. _ STATE ,BACKUP GENERATOR LOCATED ADJACENT TOT WN HALL PANELBOARD _ rEPA'.. PRIOR TOSTARTING ANY DIAGRAM SHALL BE OBTAINED FROM FIRE WORK, A WORKING POINT-TO-POINT WIRING BUILDING IS CONNECTED TO THIS SYSTEM". ALARM SYSTEM VENDOR AND PERFORM FORM ALL WORK IN ACCORDANCEE WITH THAT DIAGRAM, Scale e EMERGENCY „E AS NOTED 2. CT METERING CABINET SHALL BE PER CON EDISON SPEC O } AL N PAN ARD ELBO P1 B, , MES757. COORDINATE WITH CON EDISON REPRESENTATIVE. EMERGENCY P A AN O R ELB D P E 2 Pro*t N No, w Drawing No. TRIC --- �L�C �� ONE LINE DIAGRAM Date _ M rFI010 SCALE: NONE . Drawing By rtE5*1 . Checked d _e e 8 S3 S4 S4 S3 H Q T 0-" GND, GND. GND. GND, 120 VAC. THREE POLE FOUR POLE LIGHT SWITCH. TYPICAL, SWITCH. TYPICAL. FIXTURES`. NEUTRAL NOTE: ALL CONDUCTORS SHALL BE #12 AWG U.O.N. Mt (,HANIUALLY—Nt,Lt) OPEN e C CONTACTOR `j' �(" �(" �` 6—POLE IN FIRST c3 b � d b S k B C D E F GENERAL PURPOSE TIMING T CL O FLOOR ' ELECTRIC C RELAY "ON DELAY" TIMING CLOSET. MODE, KNOB ADJUSTABLE GENERAL LI COMPRESSOR. EXTERIOR TIMING RANGE 1.2-120 LIGHTS ON CONTACTOR '2 SECONDS (SET TO 30 BUILDING MANUAL. DISC. SWITCH SECONDS), LOCATED IN LOCATED AT COMPRESSOR. BASEMENT ELECTRIC ROOM, EPB -14.1 6 SQUARE --D, CLASS 9050, PANEL EDP -1 TYPE' JCK14, VOLTAGE CODE (1P -20A CB) 2—#12 ELECTRICALLY HELD, NEMA - T T V20 ORE _UAL. 1—#12 GND: RATED, I-"ULI� VOLTAGE NEUTRAL L A c D E F CONTACTOR IIS NEMA -1 . T T MECHANICALLY—HELD PANEL "EDP 1 FA N N N ENCLOSURE CAPABLE OF F.��.___-----____--_- EPEC -23 OPEN O C CONTACTOR CONTROLLING A 5HP 208V I � � P_ � ce T TTrg (1P—20A CB) C C SINGLE PHASE MOTOR. , cu #2 , 2—#12cc c o E E i ON, PHOTOCELL ,, , 1 � 12 GND CLOSE c BASEMENT 2—#12 & 1 X12 A SQUARE—D, CLASS 85012, , # Z � � i C}FF'. E'}�C3T�7GELL t ELECTRIC ROOM:. GND. 3 C_'_.._ TYPE S, VOLTAGE CODE VO2 i L�Y....�.�.i hi N SITE OR EQUAL. t -I L Gif�'CUIT, #1 i LIGHTING t ON- PHOTOCELL $ (POLES) CONTACTOR 1 I , I H H I OFF. TIMERI i 7 NOTES: I UTES: 20811 10 FEEDS FROM ' ELECTROMECHANICAL i P r 1 CIRCUIT 3 H H PANEL EDP -1. TIME CLOCK, THREE # 1.j ALL CONTACTS SHALL BE NORMALLY OPEN. ON: i CIRCUIT, 73AY, WITH I T ELECTRICALLY 'HELD, NEMA l> TIN I MANUAL BYPASS i �I E*i' U L L I V A ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla, New York10595 914-747-4004 Q`DEA LY14CH A R B A T T I S T A CONSULTING ENGINEERS NEW YORK = DALLAS 50 &aodway HaMhamm, NY 10532 W 914.70.2900 Loc 9l d.7d7.0d53 wwrr of moom Project Title FIREHOUSE VILLAGE OF R 1 E BR K King Street, Rye Brook, NY Drawing Title ELECTRICAL LIGHTI CONTROL WIRING,DIAGRAM5 2. ALL RELAYS AND CONTACTORS SHALL BE RATED, !`DLL VOLTAGE SWITCHES, TORK MODEL. I 3 SUPPLIED AND INSTALLED BY THE ELECTRICAL N CONTACTOR IN NEMA -1 T930L: LOCATED IN i i x 4F NEWr " CONTRACTOR... ENCLOSURE CAPABLE OF ...: .1. p c t t ELECTRIC BASEMEN I �." BASEMENT { I . These pians. are an Instrument of service and are the property.. " �1 .�% �g *�� CONTROLLING A 10HP, 208V, p�} - !\IJQM. i T i....._............�...,-�W._....,.�,s ".. �� .'. the of architect, Infringements .Alf{ ha Prosecuted.. 3. POWER "PLANS FOR FEEDER } SEE E SIZES. TO SINGLE PHASE MOTOR.y .. ...:�.... A.. EPB -21 R . H LA 8 (� SQUARE—D, C SS 5 2, i � ��- ( 2QA GB} Contractor shall verify all fiatti conditions and dimensions -enc! m ' TYPES `VOLTAGE CODE V02' f i ......: 1- 1'2 GND be resporell a for field fit and quantity of mark. ita a6awancos shah bs pada in tshatf or the s , OR EQUAL. L t caMractor• far. an error. or Y neglect an his part. LOCATE PHOTOELECTRIC C Gale MANUAL DISC SWI TCH CONTROL TQRK MODEL #2100 LOCATED AT COMPRESSOR. MOUNTED EXTER# R OF 'EXTERIOR A5 NO T BUILDING IN ACCORDANCE LIGHTINGCONTROL DIAGRAM CASCADE WITH MANUFACTURERS SCALE. NONE COMPRESSOR._ RECOMMENDATIONS. Project NP C024PraI Drawing Na T DELAY CONTROL DIAGRAM Dote 021I l03 ' Z Z SCALE NONE Drawing 8 y GT , E5'2 Checked By � i� LIGHTING FIXTURE SCHEDULE FIXTURE SYMBOL MANUFACTURER- CATALOG NUMBER LA -NIPS 'VOLTS MOUNTING REMARKS NO.. OF SPARE PROGRESS P5069-30 1 _1C0W 120V PENDANT WHITE CORD _HU_ NG PENDANT WITH. METAL SHADE. A LIGHTING 3 INCANDESCENT 1tJd 3 WHITE RIBBED GLASS DIFFUSER. COORDINATE" 6 DA 0 208Y 120 VOLT 3 PHASE 4 WIRE 22KAIC, COPPER BUS, FULLY RATED NEUTRAL AND FULLY RATED GROUND BAR H 27 CIRCUIT BR AK R MOUNTING HEIGHT MINIMUM. SERVICE ENTRANCE1 RATED WITH LOCKABLE' DOOR. 1' - 1 225 PENDANT LENGTH WITH ARCHITECT. 8 *1 - - - - USED NOTUSED LIGHTOLIER 135 1H81 2-27W 120V SURFACE WAFER DECORATIVE SERIES SURFACE MOUNTED D TWIN TUB; CEILING 16"x`16" COMPACT FLUORESCENT FIXTURE WITH 4 ---PIN BASEMENT ELECTRIC ROOM PP L3 WHITE BAKED ENAMEL FINISH AND ELECTRONIC 1 100 1 5 1 100A BALLAST. FORMED WHITE TRANSLUCENT ACRYLIC 208Y/120 VOLT, 3 PHASE, 4 WIRE, 30 POLE COPPER BUS FULLY RATED , NEUTRAL AND GROUND BARS .WITH LOCKABLE DOOR. 1 _ 1 1O0 20 DIFFUSER. 44 C:=-= IILIGHTOLIER - JS4C232120H1 2-T8 120V SURFACE JET STAR SERIES SURFA.CE MOUNTED FLUORESCENT 6 60 OR OR 1 1 FIXTURE WITH WHITE BAKED POLYESTER- ENAMEL 1 100 JS8C232120HI 4-T8 FINISH, PRISMATIC LENS AND ELECTRONIC BALLAST. LENGTH AS INDICATED. p LIGHTOLIER SPS2GFSVA26V 2-32W T8 120V RECESSED SPECPLUS 2x� RECESSED FLUORESCENT FIXTURE , Ir• 15 -120NfRF 6it U -LAMP MLO 208Y/120 VOLT 3 PHASE 4 WIRE, 30 POLE, COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. >. .. LENS FRAME TROFFER, STATIC, HIGH EFFICIENCY - 1 100 20 1 _ ELECTRONIC BALLAST, RADIO INTERFERENCE FILTER`, F LIGHTOLIER DPA2G9LS26U120 2-32W T8 120V RECESSED DE PCEL PLUS 2x2 RECESSED FLUORESCENT 100 15 -HIRF 6 U -LAMP 1 FIXTURE 3 DEEP 9 CELL LOW IRIDESCENT 15 3 3 3 100 SEMI --SPECULAR FINISH WITH HIGH EFFICIENCY 3 SECOND FLOOR ELECTRIC CLOSET PP2 *1 - 1 ELECTRONIC BALLAST, RADIO INTERFERENCE FILTER. 15 1 100A MLO 208Yf120 VOLT, 3 PHASE, 4 WIRE,, 30 POLE, COPPER BUS, FULLY RATED `A GROUND NEUTRAL OA G R LOCKABLE DOOR. *3 NOT USED 3 LIGHTOLIER 4533SAE1 2-26W QUAD 120V WALL ARCO. SERIES, 17" ROUND DECORATIVE FLUORESCENT � 20 1 TUBE 2 --PIN - SURFACE FIXTURE WITHSATIN ALUMINIUM FINISH SH 30 2 ETCHED/COATED GLASS AND ELECTRONIC BALLAST. LIGHTOLIER 1121 1--13W QUAD 120.V RECESSED LYTECASTER SERIES COMPACT FLUORESCENT DOWN BASEMENT ELECTRIC ROOM1 _ EDP -1 2 TUBE 8 100 LIGHT WITH 6-3/4" REFLECTOR TRIM, OPAL GLASS 1 600A MLO 208Y/120 VOLT, 3 PHASE, 4 WIRE, COPPER BUS, FULLY RATED NEUTRAL. AND FULLY RATED GROUND BAR WITH 45 CIRCUIT BREAKER MOUNTING HEIGHT, MINIMUM WITH LOCKABLE DOOR. - DIFFUSER, HYDROFORMED ALUMINIUM REFLECTOR WITH 100 50 2 *1 - 1 SEMI --SPECULAR FINISH, ELECTRONIC BALLAST 80 2 *1 _ 1 225, SUITABLE FOR WET LOCATIONS. 2 LIGHTOLIER STW24212004RF 2 -TB 120V PENDANT STW SERIES ENCLOSED INDUSTRIAL STRIP FIXTURE, RE, 2 ` 2 100 1 00 3 SMOOTH WATER CLEAR VIRGIN ACRYLIC ENAMEL - 1 225 125 3 1 FINISH, ELECTRONIC BALLAST, RADIO INTERFERENCE 1 225 150 3 FILTER SUITABLE FOR WET LOCATIONS. PENDANT BASEMENT ELECTRIC ROOM1 EPB 3 MOUNT ON 2' STEMS. K 100 15 1 10OA _ NOT USED * ,PROGRESS P5941-31 2-60W . 12QV WALL TEXTURED BLACK WALL MOUNTED LANTERNNTH L LIGHTING 100 CANDELABRA 1 *1 ETCHED SEEDED, HAND BLOWN GLASS, 1 _ 100 25 BASE INCANDESCANT M LEVI TON 9875 100W 120V J -BOX PORCELAIN" INCANDESCENT OUTLET BOX LAMP 100 20 1 INCANDESCENT MLO 208Y/120 VOLT, 3 PHASE, 4 WIRE, 42 POLE, COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. HOLDER, ONE --PIECE, KEYLESS, TOP WIRED.' { LIGHT BSLEDWRWD LED 120V RECESSED EDGE LIT LED EXIT SIGN 8` LETTERS, AC POWERR lxlr ALARMSCHEVRC?NS/FACES & ONLY. PROVIDE FACES AND CHEVRONS AS AS INDICATED SURFACE INDICATED. N ARCHITECTURAL ALN440H3LDL 150W 208V POLE T WNE COMMONS SERIES, LIGHTLY DIFFUSED LENS, AREA LIGHTING EP1 B METAL 1 POST TOP MOUNTED FIXTURE ON 1 ROUND. 15 1 125A HALIDE P I 2O8Y�12O VOLT, 3 RASE, 4 WIRE, 30 POLE, COPPER BUS, FULLY RATED: NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. 3 ALUMINIUM POLE, 5- DIAMETER, #DB105R16-250. 3 100 1.5 1 1 - POLE AND FIXTURE TO HAVE BLACK FINISH. POLE 1O0 20 1 11 6 17 SHALL HAVE A HAND HOLE AT BASE. 20 BIG. BEAM 2ET6S5 2-6W 120V SURFACE WALL MOUNTED EMERGENCY BATTERY PACK WITH EBL 1.5 HOURS OF ILLUMINATION TIME. NOTES: P1. ALL FLUORESCENT AND METAL HALIDE FIXTURES SHALL CONTAIN ELECTRONIC BALLASTS AND SHALL HAVE A TOTAL HARMONICDISTORTION {Ir H D) OF 107 OR LESS. 2. VERIFY ALL FIXTURE CATALOG NUMBERS FOR INTENDED APPLICATIONS WITH REQUIRED ACCESSORIES, U Q 3. EXIT SIGNS SHALL BE FED : FROM DEDICATED CIRCUITS EQUIPPED WITH LOCKING DEVICES, U.O.N. PAN ELB ARD SCHEDULE LOCATION DESIGNATION BRANCHCIRUI AK CIRCUIT BREAKERS S BUS SIZE IN AMPS MAIN C B SIZE 3 -POLE REMARKS NO. OF ACTIVE NO.. OF SPARE T OTA, FRAME - IN AMPS TRIP IN AMPS POLES BASEMENT ELECTRIC ROOM DF'1 3 _. 3 1O0 1tJd 3 6 0A 0 6 DA 0 208Y 120 VOLT 3 PHASE 4 WIRE 22KAIC, COPPER BUS, FULLY RATED NEUTRAL AND FULLY RATED GROUND BAR H 27 CIRCUIT BR AK R MOUNTING HEIGHT MINIMUM. SERVICE ENTRANCE1 RATED WITH LOCKABLE' DOOR. 1' - 1 225 125 3 *1 1 225 1 3WI ,. 1 60Q E75 3 Scale A5 NOTED Project No. � N�1@�4 BASEMENT ELECTRIC ROOM PP L3 1 1 100 1 5 1 100A M LO 208Y/120 VOLT, 3 PHASE, 4 WIRE, 30 POLE COPPER BUS FULLY RATED , NEUTRAL AND GROUND BARS .WITH LOCKABLE DOOR. 1 _ 1 1O0 20 1 **4 - 4 100 20 1 6 60 100" 2 1 1 1 100 30 2 FIRST FLOOR ELECTRIC CLOSET PP1 *1 1 100 15 1 125A MLO 208Y/120 VOLT 3 PHASE 4 WIRE, 30 POLE, COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. *1 - 1 100 20 1 _ _ 100 20 ` 1 *1 - 1 100 15 2 *1 1 100 15 3 3 3 100 35 3 SECOND FLOOR ELECTRIC CLOSET PP2 *1 - 1 100 15 1 100A MLO 208Yf120 VOLT, 3 PHASE, 4 WIRE,, 30 POLE, COPPER BUS, FULLY RATED `A GROUND NEUTRAL OA G R LOCKABLE DOOR. *3 - 3 100 20 1 2 6 8 100 20 1 * 3 - 3 100 30 2 BASEMENT ELECTRIC ROOM1 _ EDP -1 2 6 8 100 20 1 600A MLO 208Y/120 VOLT, 3 PHASE, 4 WIRE, COPPER BUS, FULLY RATED NEUTRAL. AND FULLY RATED GROUND BAR WITH 45 CIRCUIT BREAKER MOUNTING HEIGHT, MINIMUM WITH LOCKABLE DOOR. - 1 100 50 2 *1 - 1 100 80 2 *1 _ 1 225, 150 2 *1 _ 1 100 45 3 2 ` 2 100 1 00 3 1 - 1 225 125 3 1 _ 1 225 150 3 BASEMENT ELECTRIC ROOM1 EPB 3 3 100 15 1 10OA .MLO P 4 I 208Y 120 VOLT 3 HAS, WIRE, 30 � , , r POLE, COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. * - 1 100 20 1 13 6 '1 9 100 2 0 1 *1 - 1 _ 100 25 1 FIRST FLOOR ELECTRIC_ CLOSET EP1A 38 2 40 100 20 1 200A MLO 208Y/120 VOLT, 3 PHASE, 4 WIRE, 42 POLE, COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. FIRST FLOOR ELECTRIC:. CLOSET EP1 B 1 1 100 15 1 125A MLOT P I 2O8Y�12O VOLT, 3 RASE, 4 WIRE, 30 POLE, COPPER BUS, FULLY RATED: NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. 3 - 3 100 1.5 1 1 - 1 1O0 20 1 11 6 17 100 20 1 *1 - 1 100 25 1 SECOND FLOOR ELECTRIC CLOSET EP2 *1 - 1 100 15 1 100A MLO 208Y/120 VOLT 3 PHASE 4 WIRE 30 POLE, COPPER BUS, FULLY RATED NEUTRAL AND GROUND BARS WITH LOCKABLE DOOR. 18 6 24 100 20 1 _ - _ - -,. - - HACK` BREAKER #* .GFI CIRCUIT BREAKER S U L L I V A N ARCHITECTURE, ,P.. 115 Stevens Avenue Valhalla, New York `10595 914--747-4004 p►dEA 1YN C H ABRATTISTA CONSULTING ENGINEERS NEW YfIRK * DALLAS SO �oadwoy Hawthorne, NY 10532 W91A.Wd 299 (tax 914,%17.0,153 wwwAkco.com Project Title FIREHOUSE ■ VILLAGE O RYEBROOK King Stree Rye Brook NY Drawing Title ELECTRICAL eCHEOUL,E5 AND NQTE5 Theme plans are an instrument`GY, _. of service and ars .the property3 of the architect. Infringements - will be pmssi-uted. Contractor shall verify all fleld conditions and dimensions and .. - .. be responsible for field fft and quantity of work. No allowances shall be made in behalf of the contractor for any error or ,. neglect an his part. Scale A5 NOTED Project No. � N�1@�4 Drawing 9 No. Date 02fl0103 4 Drawing Y G1" E6.1 Checked By COORDINATE COLOR OF PLATE WITH ARCHITECT. WIREMOLD POKE-THRU ASSEMBLY, AS INDICATED ON 0 DRAWINGS AND NOTE 4, 1 REFER OT NOTE 4-1/2" MIN. j_ I I :92 TYPICAL THICKNESS 4.) POKE THRU QUAD RECEPTACLE WITH (2) 20A RECEPTACLE WIREMOLD MODEL #RC4ATC OR APPROVED EQUAL. �3KE THRU DEVICE _ TYPICAL CONDUIT GYPSUM INSTALLATION DETAIL. WALL PENETRATIONDE DETAIL SCALE NONE SCALE: NONE -.. HAND HOLE GROUND LUG BONDED � . � BUSHING 'DTII To' ~` �� BONDING IiRE, CEILING MOUNTED SUPPLY --- FOURWAY AIR DIFFUSER. 10 GRr_EN G uNc� _m, _ ._ _ --' TYPICAL. CONDUCTOR, BOND TOIFINISHED GRACIE STANDARD AND CONDUITS. 9,--0,,f 4-1/2" MIN. CEILING MOUNTED SMOKE THICKNESS /1 t SENSOR. TYPICAL. \ MINERAL WOOL. j f , 5 S ` \, *°'\� MINIMUM WOOL , DETAIL FOR DEPTH.'' ..� r ,. . •- r�.� D � � METALLIC CONDUIT r'f DENSITY 4 PCF. ANCHOR "BOLTS„_.,. � a TYPICAL. PVC CONDUIT", /� _ � P r w. `r • , . —GROUND CLAM AND �� 4 #10 BARE: COPPER Rate Issue v CONDUIT TO r GROUND ROD: E 1 RGS GC71�i. UIT, COUPLING, �. 1/4" MIN DEPTH, WATERPROOF 1/2"Y6 ff GROUNDI PUTTY, MIN 3j4" .., enc' HILTI FS ONE FIRE x a STOP OR - DEPTH, TYPICAL. ACCEPTED EQUAL. EXTERIOR WALL � TYPICAL. NOTE. SEE STRUCTURAL DRAWINGS FOR FOUNDATION =ON DL TAIL /� i p E LOCATION I" TYPICAL ALLOWABLE T T LIN ANTE SMOKE DE � R LIGHT POST ELEC_TRICAL WITH RESPECT TO CEILING MOUNTED TYPICAL CONDUIT EXTERIORR Pro*t Title A PENETRATION VII INSTALLATION DETAIL FOURWAY AIR DIFFUSERDIFFUSERDETAI �. ALL DETAIL 8 5 S , SCALE. NONE �,AL:E. SON SCALE. NONE FIREHOUSE I- L � ACSE HAZARDOUS UNDER MARKING TAPE HAZARDOUS UNDERGROUND MARKING UNDERGROUND D LABELED ,°CAUTION — TELEPHONE LINE TAPE LABELED "CAUTION -- ELECTRIC BURIED BELOW". TAPE SHALL BE 6" WIDE LINE BURIED BELOW". TAPE SHALL BE MINERAL WOOL. WOOD STUDS 6" WIDE WITH BLACK LETTERING ON A q BACKGROUND WITH DETECTABE ..ALUMINUM... RED BACKGROUND WITH DETECTABE —CONDUIT MINIMUM WOOL T ME ALLIC CONDUIT ALUMINUM FOIL LAMINATE AS PANDUIT PART NO. HTDU60---T OR EQUAL. MANUFACTURED BY ? IT PART N . PANDU P R �? EXTENDER DENSITY 4 PCF. HTDU6R—E OR EQUAL. 4" TO MATCH' EXISTING CONDITIONS. UNDISTURBED SOIL NO VEHICULAR TRAFFIC AND THE TYPI CAL. (TYP. BOTH SIDES) GRADE NOTES. UNDER STREETS HIGHWAYS 24 ALLEYS, ROADS, LLE S DRIVEWAYS, AND ' 1.) FIRE STOP SLEEVE ON UPPER AND UNDERSIDE OF FLOOR SLAB WITH 3 HOUR,1� /I0/07/,NTJ > Y. 8i. I MAX Ai XBALANCE I1 RATED FIRE STOP AS MANUFACTURED BY SPECIFIED TECHNOLOGIES INC, SPI 1/4" MIN DEPTH, RATED GYPSUM... •»F ix �IIIjI1 SPEC SEAL PENSIL 200 SILICONE FOAM. HILTI FS ONE FIRE WALLBOARD • t . »....Y GREATER .» Y. w.... t .MATERIAL »w YY» Y SEE MINIM UM ` STOP OR »t . . » » t. Y»Y� .. COVER - DIAMETER. BACKFILL x x».. t »" f j 2.) POKE THRUS <SHALL BE MIN. 2'-0" APART FROM EACH OTHER TO MAINTAIN ACCEPTED EQUAL. Q MATERIAL SHALLBE . ...y.... `»`"`"Y`.`t'Y`»»x .»``t`»x TABLE. FIRE RATING' OF FLOOR. TYPICAL. »x�xt.POWER 3.) INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S tMAX. Y CONDUITS, 4.) POKE THRU QUAD RECEPTACLE WITH (2) 20A RECEPTACLE WIREMOLD MODEL #RC4ATC OR APPROVED EQUAL. �3KE THRU DEVICE _ TYPICAL CONDUIT GYPSUM INSTALLATION DETAIL. WALL PENETRATIONDE DETAIL SCALE NONE SCALE: NONE -.. HAND HOLE GROUND LUG BONDED � . � BUSHING 'DTII To' ~` �� BONDING IiRE, CEILING MOUNTED SUPPLY --- FOURWAY AIR DIFFUSER. 10 GRr_EN G uNc� _m, _ ._ _ --' TYPICAL. CONDUCTOR, BOND TOIFINISHED GRACIE STANDARD AND CONDUITS. 9,--0,,f 4-1/2" MIN. CEILING MOUNTED SMOKE THICKNESS /1 t SENSOR. TYPICAL. \ MINERAL WOOL. j f , 5 S ` \, *°'\� MINIMUM WOOL , DETAIL FOR DEPTH.'' ..� r ,. . •- r�.� D � � METALLIC CONDUIT r'f DENSITY 4 PCF. ANCHOR "BOLTS„_.,. � a TYPICAL. PVC CONDUIT", /� _ � P r w. `r • , . —GROUND CLAM AND �� 4 #10 BARE: COPPER Rate Issue v CONDUIT TO r GROUND ROD: E 1 RGS GC71�i. UIT, COUPLING, �. 1/4" MIN DEPTH, WATERPROOF 1/2"Y6 ff GROUNDI PUTTY, MIN 3j4" .., enc' HILTI FS ONE FIRE x a STOP OR - DEPTH, TYPICAL. ACCEPTED EQUAL. EXTERIOR WALL � TYPICAL. NOTE. SEE STRUCTURAL DRAWINGS FOR FOUNDATION =ON DL TAIL /� i p E LOCATION I" TYPICAL ALLOWABLE T T LIN ANTE SMOKE DE � R LIGHT POST ELEC_TRICAL WITH RESPECT TO CEILING MOUNTED TYPICAL CONDUIT EXTERIORR Pro*t Title A PENETRATION VII INSTALLATION DETAIL FOURWAY AIR DIFFUSERDIFFUSERDETAI �. ALL DETAIL 8 5 S , SCALE. NONE �,AL:E. SON SCALE. NONE FIREHOUSE I- L � ACSE HAZARDOUS UNDER MARKING TAPE HAZARDOUS UNDERGROUND MARKING UNDERGROUND D LABELED ,°CAUTION — TELEPHONE LINE TAPE LABELED "CAUTION -- ELECTRIC MINIMUM C V RRE UIR MENT TABLE BURIED BELOW". TAPE SHALL BE 6" WIDE LINE BURIED BELOW". TAPE SHALL BE WITH BLACK LETTERING ON A ORANGE 6" WIDE WITH BLACK LETTERING ON A CONCRETE ENCASEMENT OR BACKGROUND WITH DETECTABE ..ALUMINUM... RED BACKGROUND WITH DETECTABE ALL LOCATION NOT SPECIFIED FOIL LAMINATE, AS MANUFACTURED BY ALUMINUM FOIL LAMINATE AS PANDUIT PART NO. HTDU60---T OR EQUAL. MANUFACTURED BY ? IT PART N . PANDU P R �? CONCRETE OR EQUIVALENT. TRENCH AREA SHALL BE REPAIRED ' HTDU6R—E OR EQUAL. 4" TO MATCH' EXISTING CONDITIONS. UNDISTURBED SOIL NO VEHICULAR TRAFFIC AND THE (TYP. BOTH SIDES) GRADE INSTALLATION. UNDER STREETS HIGHWAYS 24 ALLEYS, ROADS, LLE S DRIVEWAYS, AND ' I=II ....». OF BACKFILL! Y Y ». Ij ♦x 8, > Y. 8i. I MAX Ai XBALANCE I1 I `. +..k SHALL BE SUITABLE - V»». O�` .t` •»F ix �IIIjI1 ».Lt BACKFILL FREEOF SOLID . » • t . »....Y GREATER .» Y. w.... t .MATERIAL »w YY» Y SEE MINIM UM ` THAN 6,MAX IN . . . .`. ".x» »t . . » » t. Y»Y� .. COVER - DIAMETER. BACKFILL x x».. t »" x.Yt» REQUIREMENT MATERIAL SHALLBE . ...y.... `»`"`"Y`.`t'Y`»»x .»``t`»x TABLE. ADEQUATELY COMPACTED ...»»«`x.`»x.»» »x�xt.POWER ...tr..Y.....»....IN 8 LIFTS. tMAX. Y CONDUITS, 6" MIN.a a' •a. w - ... kJ "Aa4 4 ,ee - > d a A o A. MINIMUM C V RRE UIR MENT TABLE NONMETALLIC RACEWAYS LISTED FOR DIRECT BURIAL WITHOUT LOCATION CONCRETE ENCASEMENT OR OTHER APPROVED RACEWAYS ALL LOCATION NOT SPECIFIED 18" BELOW, IN TRENCH BELOW 2--1N. THICK 12"' CONCRETE OR EQUIVALENT. UNDER' MINIMUM OF 4 -IN. THICK 4" CONCRETE EXTERIOR SLAB WITH SEE NOTE 2. NO VEHICULAR TRAFFIC AND THE SLAB EXTENDING NOT LESS THAN 6 IN. BEYOND THE UNDERGROUND INSTALLATION. UNDER STREETS HIGHWAYS 24 ALLEYS, ROADS, LLE S DRIVEWAYS, AND ' PARKING LOTS, 1114. 4 a 4 !! -• � a.4 BACKFILL WITHIN 6 TELCO/CABLE OF THE -CONDUIT 1 DETAILSHOWN FOR INFORMATION ATION PURPO SES SAME CONCEPT PT 3 4t MIN. SHALL BE SAND rInrttnllrc -1 1 .- ,r , SHALL ALSO APPLY FOR SINGLECONDUITS: PROVIDE DRAGLLNE SLAB ABC?VE. IN DATA CONDUIT, ' OF HI BUS NG, TYP. RY BROOK King Street CEILING:—/Rye Brook, N NOTES: POWER CIRCUITRY AS INDICATED, DrawingTrue 1.) SAME CONCEPT SHALL APPLY FOR; POWER ONLY OR DATA ONLY I.:OCATIONS. _ 1 " EMT DATA ELECTRICAL DETA1i.5 CONDUIT WITH DRAGLINE: 2.)`, POWER & DATA WIRING SHALL DE SEPARATED WITHIN BOX BY A BARRIER.V MT POWER WER CONDUIT. T. FINISHED FLOOR. POLYCARBONATE BLACK C CORRIDOR COVER PLATES. TYPICAL.4 WALL ti y _ These plans are an Instrument +�♦s -� of service and ars the propett r-- G STEEL FLOOR OMNI BO wI the aro*ecut. lnfrin` sII - w7(t be praeecuted. .., ., WITH HEIGHT ADJUSTA LE B c� Contractor shall verif . ft Y CONCRETE FLOOR . SCREWS WIREMOLD conditions and dimensions SERIES 880 SIZED AS SLAB be quantity of wo far field fit , quantity of wat4c. Na allowonc shall be made in behalf of t .; S oSHOWN ON FLOOR PLAN contractor for nerror FILL ft"leat an his,TYPICAL. ► 14 part r. • ro Scale w Y♦ M t Y NOTED Y 1" POWER & 1" DATA HAUNCH CONCRETE SLAB AROUND CONDUITS RFTWF"FN BOXES. RnXF';_ RFFFR TO `�TRUCaTURA 15 KV CABLE TESTI IBJ C. 1. R -- EFERENCES. ANS fIELE C2 NATIONAL ELECTRICAL SAFETY CODE, ANSI/NFPA 70 NATIONAL r 13. SAMPLE: REPORTING FORM - DC PROOF TESTING ELECTRICAL CODE, IEEE 48 -- TEST PROCEDURES AND REQUIREMENTS FOR HIGH --VOLTAGE ALTERNATING -CURRENT CABLE TERMINATIONS: 2. SUBMITTALS., PROVIDE FOR CABLE; TERMINATIONS, ACCESSORIES & TEST REPORTS. (`MANUFACTURER'S INSTRUCTIONS: INDICATE APPLICATION CONDITIONS AND LIMITATIONS OF USE STIPULATED BY PRODUCT TESTING AGENCY SPECIFIED UNDER REGULATORY REQUIREMENTS. 3. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL SIZES AND LOCATIONS OF CABLES. 4. OPERATION AND MAINTENANCE DATA: INCLUDE INSTRUCTIONS FOR TESTING AND CLEANING CABLE AND ACCESSORIES. 5. QUALIFICATIONS: MANUFACTURER, COMPANY SPECIALIZING IN MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. INSTALLER, COMPANY SPECIALIZING IN INSTALLING PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE. 6. MANUFACTURERS: 1) OKONITE COMPANY, 2) KING WIRE INC., 3) ICERITE. 7. FIELD QUALITY CONTROL, INSPECT EXPOSED CABLE SECTIONS FOR PHYSICAL. DAMAGE, PROPER CONNECTIONS AS SHOWN ON DRAWINGS AND AS REQUIRED, GROUNDING, CABLE SUPPORTS, AND TERMINATIONS FOR PROPER INSTALLATION. PERFORM DC HIGH POTENTIAL TEST OF EACH CONDUCTOR IN ACCORDANCE WITH NEMA WC 8 AND THE FOLLOWING REQUIRED TESTS. 8. THE 15KV CABLE SHALL BE DC'PROOF TESTED BY AN INDEPENDENT TESTING FIRM. THE ATTACHED DC PROOF TESTING FORM SHALL BE COMPLETED BY THE TESTING FIRM AND SUBMITTED FOR REVIEW. 9. TEST LEVELS: A DIRECT-CURRENT VOLTAGE TESTSHALL BE MADE FOR SOLID DIELECTRIC CABLE IN ACCORDANCE WITH THE FOLLOWING TABLE: RATED CIRCUIT VOLTAGE DC TEST VOLTAGE PHASE TO PHASE KV KV 15 40 A. THE VOLTAGE SHALL BE APPLIED BETWEEN THE CONDUCTOR AND THE METALLIC SHEATH, SHIELD OR CONCENTRIC NEUTRAL WIRES.. B. THE MAXIMUM APPLIED DIRECT-CURRENT VOLTAGE SHALL NOT BE GREATER THAN THREE (3) TIMES THE ALTERNATING CURRENT VOLTAGE RATING OF THE CABLE OR CABLE ACCESSORY. C. THE RATE OF INCREASE FROM THE INITIALLY APPLIED VOLTAGE TO THE SPECIFIED TEST VOLTAGE SHALL` BE APPROXIMATELY UNIFORM AND SHALL NOT BE OVER 100 PERCENT IN 10 SECONDS OR LESS THAN 100 PERCENT IN 60 SECONDS. D. THE DURATION OF THE TEST SHALL BE 15 MINUTES, AT FULL VOLTAGE AND THE .LEAKAGE CURRENT SHALL NOT BE RECORDED UNTll AT FULL VOLTAGE. THE CABLE MUST MAINTAIN THE SPECIFIED TEST VOLTAGE FOR THE DURATION OF THE TEST TO BE CONSIDERED ACCEPTABLE'. 10. PREPARATION FOR TESTING: THE IND'EPENDANT TESTING .COMPANY PERSONNEL SHALL COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS: A. SAFETY - (TO PRECLUDE ACCIDENTAL CONTACT WITH THE CABLES) BEING TESTED) 1, THE TEST AREA AND THE CABLE (S) UNDER TEST SHALL `BE ROPED OFF. 2. "DANGER -HIGH VOLTAGE" SIGNS' SHALL BE DISPLAYED 'AROUND ALL ROPED CUFF AREAS. 3. TEST PERSONNEL SHALL BE STATIONED AT ALL EXPOSED CABLE TERMINATIONS. B. CLEARANCES - THE CABLE UNDER TEST MUST BE COMPLETELY ISOLATED FROM ALL EQUIPMENT. 1. TO REDUCE LEAKAGE CURRENT DURING TESTING, CLEAN THE TERMINATIONS AND COVER ANY EXPOSED METALLIC SURFACES WITH PLASTIC WRAP OR DUCT SEAL TO REDUCE CORONA EFFECTS. PHASE IDENTIFICATION 2. MAINTAIN A CLEARAGE OF AT LEAST TWO FEET ` BETWEEN TEST POINT OR EXPOSED CABLE ENDS UNDER TEST AND ANY UNENERGIZED SURFACE AND ' AT LEAST THREE FEET BETWEEN TEST 14. PROTECTION: KV TEST VOLTAGE POINT OR EXPOSED CABLE ENDS AND ANY ENERGIZED SURFACE (BUS IN SWITCHGEAR, OTHER G �`v 1{� ' F. CIRCUITS OR CABLES ETC.) A. PROTECT INSTALLED CABLES FROM ENTRANCE OF MOISTURE. MICROAMPERES �= A. THE METALLIC SHIELDS (CONCENTRIC NEUTRALS, COPPER OR ZINC TAPES, DRAIN WIRES) OR TEST SET LEAKAGE METALLIC SHEATHS OF SHIELDED CABLE MUST BE GROUNDED DURNG THE TEST. B NOT OT UNDER TEST MUST BE GROUNDED ON BOTH CONDUCTORS AND METALLIC SHEATHS; 15 SECONDS AFTER EACH CABLE TEST THE CABLE SHALL BE ALLOWED TO DISCHARGE TO 10KV OR BELOW BEFORE APPLYING A GROUND. AN APPROPRIATE GROUNDING STICK OR RUBBER GLOVE SHALL BE USED AND/OR 30 SECONDS WORN WHEN APPLYING THE GROUND. GROUND MUST REMAIN ON FOR AT LEAST 15 MINUTES TO DRAIN CHARGE FROM TESTING. 45 SECONDS A. ALL BOLTED TERMINATIONS SWITCHES SHALL BE UNBOLTED AND PULLED INTO CLEARANCES AS NOTED 1 MINUTE B. ALL LEADS EXTENDING FROM THE TOP OF ANY TERMINATION TO _{OVERHEAD LINES MUST BE REMOVED- 2 MINUTES AS NOTIE 3 MINUTES 4 MINUTES Project No. NSFrW24 Drawing No. 5 MINUTES Drawing By CT 6 MINUTES Checked By 135 7 MINUTES 8 MINUTES 9 MINUTES 10 MINUTES 11 MINUTES 12 MINUTES 13 MINUTES 14 MINUTES 15 MINUTES U L L I V A N ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla, New York 1059.5 914-747-4004 O' D I A LYNCH AB A 8 TTlSTA_ CONSULTING ENGINEERS NEW TORK ■ DALLAS 50 Smadwoy Hawlhoma, W 10532 W 914.747.28W k« 914,747.0453 www..olaoeoc+nr Project Title FIREHOUSE VILLAGE O. RYE ROOK King Street, Rye Brook, NY Drawing Title ELECTRICAL DETAIL 2. MAINTAIN A CLEARAGE OF AT LEAST TWO FEET ` BETWEEN TEST POINT OR EXPOSED CABLE ENDS UNDER TEST AND ANY UNENERGIZED SURFACE AND ' AT LEAST THREE FEET BETWEEN TEST 14. PROTECTION: POINT OR EXPOSED CABLE ENDS AND ANY ENERGIZED SURFACE (BUS IN SWITCHGEAR, OTHER G �`v 1{� ' F. CIRCUITS OR CABLES ETC.) A. PROTECT INSTALLED CABLES FROM ENTRANCE OF MOISTURE. 11. GROUNDING: �= A. THE METALLIC SHIELDS (CONCENTRIC NEUTRALS, COPPER OR ZINC TAPES, DRAIN WIRES) OR METALLIC SHEATHS OF SHIELDED CABLE MUST BE GROUNDED DURNG THE TEST. B NOT OT UNDER TEST MUST BE GROUNDED ON BOTH CONDUCTORS AND METALLIC SHEATHS; C. AFTER EACH CABLE TEST THE CABLE SHALL BE ALLOWED TO DISCHARGE TO 10KV OR BELOW BEFORE APPLYING A GROUND. AN APPROPRIATE GROUNDING STICK OR RUBBER GLOVE SHALL BE USED AND/OR be responsibie for field fIt a WORN WHEN APPLYING THE GROUND. GROUND MUST REMAIN ON FOR AT LEAST 15 MINUTES TO DRAIN CHARGE FROM TESTING. 12. CONNECTIONS A. ALL BOLTED TERMINATIONS SWITCHES SHALL BE UNBOLTED AND PULLED INTO CLEARANCES AS NOTED ABOVE. B. ALL LEADS EXTENDING FROM THE TOP OF ANY TERMINATION TO _{OVERHEAD LINES MUST BE REMOVED- AND THE TERMINATION LOWERED TO OBTAIN ADEQUATE CLEARANCE. U L L I V A N ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla, New York 1059.5 914-747-4004 O' D I A LYNCH AB A 8 TTlSTA_ CONSULTING ENGINEERS NEW TORK ■ DALLAS 50 Smadwoy Hawlhoma, W 10532 W 914.747.28W k« 914,747.0453 www..olaoeoc+nr Project Title FIREHOUSE VILLAGE O. RYE ROOK King Street, Rye Brook, NY Drawing Title ELECTRICAL DETAIL ot NEW 7%0W_ Tlieae pinna are an instrument of eervtce rand ors the ph Ppwt G �`v 1{� ' F. of the, architect_ Infringemen �= wtti be prosecuted. contractor shalt verify all fl 3 conditions and dimensions a be responsibie for field fIt a quantity of work. No gllowonc shall be made in behalf of th contractor for any error or neglect an till, park Scale AS NOTIE Project No. NSFrW24 Drawing No. Date P�211�If�3- Drawing By CT E7021' - Checked By 135 U L L I V A N ARCHITECTURE, P.0 115 Stevens Avenue Valhalla, New York 10 195 914-747-4004 Q DEA LYNCH A55ATTIS_TA CONSULTING ENGINEERS NEW TOOK : DALLAS 50 Broadway Hawthorn$, W 10532 W 91470.20W kac 914.W.4453 www.alaceccm Project Title FIREHOUSE ■ VILLAGE OF RYE BROOK King St Tet, Rye Brook, NY Drawing Title PLUMBING SYMBOL LIST NEW W SYMBOLS AND ABBREVIATIONS _ F . of the architect. lnfringemen SYMBOL ABBREVIATION DESCRIPTION EX. EXISTING TO REMAIN DEM. DEMOLISH AND REMOVE iy NEW NEW WORK CW COLD WATER HW HOT WATER H WC HOT WATERCIRCULATION --- V VENT LINE LR �. OR LD LE DE ( STORM LEADER ) G G GAS .._ — DIRECTION OF FLOW 0---- _-- ----- _ PIPE TURNED UP Date �121I�103 PIPE TURNED DOWN Drawing Y JF CODP CLEANOUT DECK PLATE Checked By RD CO f WCO CLEANOUT/WALL CLEANOUT I� WH OR HB WALL HYDRANT HOSE BIBS __ ------ GATE VALVE � - GLOBE VALVE -- — CHECK VALVE PALL VALVE —--,ji--- --- - UNION THERMOMETER L - CAP STRAINER PLUG VALVE PRESSURE GAUGE SOLENOID VALVE F"LFD FUNNEL FLOOR DRAIN FD FLOOR DRAIN WITH TRAP 7 7P RISER IDENTIFICATION H.W. HTR HOT WATER HEATER RD ROOF DRAIN — TD TERRACE DRAIN GD GARAGE 'DRAIN VTR VENT THROUGH ROOF RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER DCV DOUBE CHECK VALVE DCDA DOUBLE-CHECK DETECTOR ASSEMBLY LDR LEADER SD STORM DRAIN . TDH TOTAL DEAD HEAD — NC NORMALLY CLOSED S.F. SQUARE FEET TYP TYPICAL — AFF ABOVE FINISHED FLOOR _ P—# FIXTURE IDENTIFICATION — DWRA DISH WASHER RVEA ROOF VENT FAI FRESH AIR INTAKE W OR ' SI N WASTE OR SOIL LINE N , 1. AL SYMBOLS } L A ABBREVIATIONS AND AI3BRE A FOR THIS PROJECT. T APPLICABLE {? O S .MAY NOT BE PPL BLS E U L L I V A N ARCHITECTURE, P.0 115 Stevens Avenue Valhalla, New York 10 195 914-747-4004 Q DEA LYNCH A55ATTIS_TA CONSULTING ENGINEERS NEW TOOK : DALLAS 50 Broadway Hawthorn$, W 10532 W 91470.20W kac 914.W.4453 www.alaceccm Project Title FIREHOUSE ■ VILLAGE OF RYE BROOK King St Tet, Rye Brook, NY Drawing Title PLUMBING SYMBOL LIST NEW W Thews pians are an instrument of service and are the propert F of the architect. lnfringemen C•K will be praeecuted. Contractor shall verify all conditions and dimensions iy be responsible for field fit uantit of work No allawon 4Y shall be mode In behalf of t contractor for any error $ negieat on his Part. Scale NON Drowing No. cl ri 9 Project No. o �� f'G Date �121I�103 Drawing Y JF Po*,- 1 Checked By RD in , , ii Project Title FIREHOUSE VILLAGE OF RYEBROOK' Ding Street, Rye Brook, NY Drawing Title PLUMBING SECOND FLOOR NEW WOW PLAN Scale A5 NOTED Project No. W =24 arming No. Date @110/03 Drawing By JF P2#' 2 Checked By t These pians are on Instrument of service and are the propertyQ � F of the architect. Infringem:t t a will be prosecuted. ,�► Controctor shall verify all conditions and dimensions a be responsible for fields tit an quantity of nark. No allowanc shall be mad* In behalf of the contractor for any error or neglect on Me part Jtih t0� Scale A5 NOTED Project No. W =24 arming No. Date @110/03 Drawing By JF P2#' 2 Checked By S U L L I V A N ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla, New York 10595 914-747-4004 Q•D�A LYNCH ABBATTISTA CONSULTING ENGINEERS MIEW YORK ■ OALLAS 50 Rmadway Hawth ma, W 10532 tel 914.7d7.2800 font 91 A.7d7.0A53 .vww 01111K .com Project Title FIREHC USIE ■ r VILLAGE OF RYEBROOK King Street, Rye Brook, NY Drawing Title ! FLUM51WS RI SEF6 r"d These pians aro ,an Instrument° service and are the of propert of the architect. infringemen will be prosecuted. Contractor shalt verify all fl conditions and dimensions o be responsible for field tit a quantity of wank. No ailowonc shall be made In behalf of th '{ contractor for. any error or negtect an his part.. Scale NONE Project No Droning No. Date �211�1P�3 Drawing By jp :P6* 1: Checked 8y � S U, L LEVAN ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla New York 1059 14- 74-7-40 9 04 MEW CONSULTING ENGINEERS MEW YORK ■ DALLAS 50 i 2 i�nwthanro, IVY 033 W 91A.70.2900 fox 914.7A7.0453 _ www.okoo.com Project Title FIREHOUSE ■ w VILLAGE OF RYEBROOK Ding Street, .Rye Brook, NY Drawing Title FLBi DETAILS NEW A SEANTL of service and aro the property F. _ will be prosecuted.. I DRAW .BAND.. ' conditions and dimanslons. be responsible for field fit a :. quantity of Work. No allowanc PITCH DAM contractor for any error: or neglect on his. part.... Scale l COUNTERFLASHING Project No. N�f�24Drawinq No, (CAP) 24OZ COPPER Dote @2AOIID3 Drawing By Jfz ' P71'e-111 Checked ed By �} 1 , 2 FLASHING - _ !1 ROOFING BY OTHERS 1,2 -DIA HEAVY DUTY GRATE a� H=11 PITCH CONCRETE FASTEN PITCH DAM r AND FLASHING TO ._ FLOOR TO DRAIN .. .�,,.... ._, ANCHOR CLIPS ROOF DECK t CONCRETE FLOOR. . FLOOR DRAIN. REFER V --- CHOP AS REQUIRED TO SPECIFICATIONS DO : NOT DISTURB VENT PIPING FOR TYPE. CONCRETE REINFORCING (SIZE VARIES) ROOF CONST. } - CAULKED JOINT - N 2x6 PRESSURE TREATED FIRERETARDED BLOCKING BLACK IRON SLEEVE (.ANCHOR TO ROOF CONSTRUCTION AS REQUIRED) APPARTU.FLOOR GRAIN DETAIL VENT PIPE THROUGH PITCHED, ROOF .BY 4 SCALE: NONE SCALE: NONE_ --_- -INDIRECT WASTE GRASS AND TOPSOIL LINE _ SURFACE TO s ---.--PIPE CLAMP TO MILL WORK ti _.., _.�.._. e, _ ;..a- MATCH EXISTING _ .. /✓J,/`/". FUNNEL- —FLANGE �T � ! i- ! ,(t � to _ r .4 ,, COMPACTED EARTH PITCH TO DRAIN - - FLOOR 1/4" PER FOOT TYP, ALIGN L �.�,_� i ry WITHIN 5'----------- _'` _ � - �� _u1_ .a ! _. __ ' , -- CLEAN SAND RADIUS OF DRAIN :I i THINSET '�--------EXISTING CONCRETE FLOOR.' }-°- BACKFILL COMPACTED IN C" _.., ANCHOR CLIPS ' ; LAYERS TO 12" .__.._.__..EXISTING i ABOVETOP OF ' FLOOR DRAIN. REFER ^_ CONCRETE FLOOR. PIPING TO SPECIFICATIONS HSP AS REQUIRED �' FOR TYPE. DO NOT DISTURB I I CONCRETE REINFORCING_ O HUB CLAMP. � I f�r 1NIM A ' 6 M UM CLEAN COMPACTED SAND --- UNDERGROUND PIPING I I FUNNEL FLOOR DRAIN DETAIL PIPING BELOW G RADE SCALE. NONE SCALE. NONE S U, L LEVAN ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla New York 1059 14- 74-7-40 9 04 MEW CONSULTING ENGINEERS MEW YORK ■ DALLAS 50 i 2 i�nwthanro, IVY 033 W 91A.70.2900 fox 914.7A7.0453 _ www.okoo.com Project Title FIREHOUSE ■ w VILLAGE OF RYEBROOK Ding Street, .Rye Brook, NY Drawing Title FLBi DETAILS NEW These plans ora an instrumenta �� of service and aro the property F. of the architect„ infringe -ante will be prosecuted.. I Contractor shalt verify ail fi conditions and dimanslons. be responsible for field fit a :. quantity of Work. No allowanc `Shall be made in behalf of th contractor for any error: or neglect on his. part.... Scale NONE Project No. N�f�24Drawinq No, Dote @2AOIID3 Drawing By Jfz ' P71'e-111 Checked ed By �} SYMBOLS AND ABBREVIATIONS NOTES EQUIPMENT NOTES SYMBOL ABBREVIATION DESCRIPTION F-1. GENERAL, REQUIREMENTS A.) CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO THE BEGINNING OF WORK, AND COORDINATE NEW WORK WITH ALL OTHER TRADES. ALL WORK SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE� BROOK BUILDING CODE AND THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. ALL FIRE PROTECTION WORK SHALL COMPLY WITH NFPA #13, #14, #20, AND SHALL BE INSTALLED BY�A LICENSED CONTRACTOR. B.) TO FACILITATE TIMELY COMPLETION AND AVOID NECEISSITY FOR CUTTING AND PATCHING. FURNISH TO OTHER AFFECTED TRADES 'ALL NECESSARY INFORMATION, WORKING DRAWINGS OR MATERIALS REQUIRED FOR INSTALLATION AND COMPLETION OF ALL WORK. F-4. SLEEVES AND ESCUTCHEONS A.). SLEEVES FMI'i�PIPING PASSING THROUGH MASONRY WALLS SHALL BE SCHEDULE 40, STANDARD GALVANIZED STEEL PIPE; IN FRAMED PARTITIONS SHALL BE 20 GAUGE SHEET METAL. THE SPACE BETWEEK THE PIPE AND IT'S SLEEVE SHALL NOT EXCEED ONE—HALF INCH. THE SLEEVE SHALL HAVE A SUFFICIENT LENGHT TO BE FLUSHED WITH THE11FINISHED WALL SURFACES. B.) EXPOSED PIPING PASSING THROUGH WALLS, FLOORS OR, CEILING SHALL BE F1 TTED WITH CHROMIUM PLATED CAST BRASS ESCUTCHEONS WITH FASTENING SET SCREWS SIMILAR TO FEE AND MASON MANUFACTURING, F. 8c S. MANUFACTURING CO., OR RITTER PATTERN AND CASTING CO. F-5. TESTS 1.1 SPRI�KLER HEADS: A. HUNG CEILING: SHALL BE RELIABLE QUASAR MODEL G4FR, 165 7, FAST RESPONSE, CONCEALED PENDENT TYPE. COORDINATE COVER PLATE FINISH WITH ARCHITECT. B. GYPSUM BOARD CEILING: SHALL BE RELIABLE QUASAR MODEL G4FR, 165-F, FAST RESPONSE, CONCEALED PENDENT TYPE, COORDINATE I COVER PLATE FINISH WITH ARCHITECT. C. NO CEILING: SHALL BE RELIABLE MODEL F1FR, FAST RESPONSE UPRIGHT ENT AS NECESSARY, CHROME PLATED. 175 OR PEND 7 TEMPERATURE RATING UNLESS OTHERWISE NOTED ON DRAWINGS. EX. EXISTING TO REMAIN DEM. DEMOLISH AND REMOVE NEW WORK DIRECTION OF FLOW 0— PIPE TURNED UP PIPE TURNED DOWN PIPING TEE DOWN C.) DRAWINGS ARE DIAGRAMATIC AND INDICATE GENERAL ARRANGEMENT. D.) VERIFY ALL GOVERNING DIMENSIONS IN THE BUILDING. E.) PROVIDE WORKMANSHIP OF HIGHEST GRADE. INSTALL ALL 'PIPING AND SPRINKLER HEADS IN COMFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LOCAL FIRE DEPARTMENT. A) THE ENTIRE SPRINKLER EQUIPMENT -SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF- NOT LESS THAN 200 P.1S.I. FOR A PERIOD OF -NOT LESS THAN TWO (2) HOURS. INSPECTION AND TESTS SHALL ALSO BE TESTED AS REQUIRED BY THE AUTHORITIE'S HAVING JURISDICTION. THESE TESTS SHALL BE CONTINUED UNTIL ALL PIPING IS TIGHT AND ACCEPTABLE TO THE REPkESENTATI[VES OF THE INSURANCE CARRIERS, LOCAL AUTHORITIES, HAVING JURISDICTION AND THE ENGINEER. THE TEST PRESSURE SHALL BE READ FROM A GAUGE LOCATED AT THE LOW ELEVATION POINT OF THE INDIVIDUAL SYSTEM, OR PORTION OF THE D. SIDEWALL APPLICATION: SHALL BE RELIABLE MODEL F1FR SIDEWALL WITH HSW1 DEFLECTOR, QUICK RESPONSE, CHROME PLATED, 165-F TEMPERATURE RATING. 2. WATER FL W SWITCH: SHALL BE POTTER ELECTRIC SIGNAL CO. MODEL VSR—F, VANE TYPE SWITCH FOR MOUNTING HORIZONTAL OR VIERTICAL, WITH TWO CONTACTS; RATED 15 AMP AT 125 VOLT AC AND 2 AMP AT 30 VOLT DC. OS&Y VALVE GATE VALVE CHECK VALVE UNION F.) ALTER PIPING AS REQUIRED TO SUIT NEW CEILING HEIGHTS, DUCTWORKS, AND LIGHTS. G.) SPRINKLER PLAN SHOWS ALL NEW SPRINKLER HEADS. PROVIDE MINIMUM 1" PI`PtNG FOR TWO HEADS, 1-1/4" FOR THREE HEADS AND 1-1/2" FOR FIVE HEADS. H.) EXACT LOCATION OF SPRINKLER HEADS IN FINISHED AREAS WITH SYSTEM BEING . TESTE D. B.) TESTS SHALL BE MADE IN THE PRESENCE OF THE,BUILDING REPRESENTITIVE., AT LEAST 48 HOURS NOTICE SHALL BE GIVEN IN ADVANCE OF,ALL TESTS. C�) P - ROVIDE AND INSTALL NECESSARY EQUIPMENT, INSTRUMENTS, HARDWARE, TEMPORARY PIPING, VENTS, DRAINS, AND INCLUDE NECESSARY PERSONNEL REQUIRED TO PERFORM ALL TESTS. 3. �UPERVISORY SWITCHE AS MANUFACTURED BY POTTER ELECTRIC SIGNAL CO. MODEL OSYSU-2. 4. ALL PIPING SHALL BE THREADED SCHEDULE 40 BLACK STEEL WITH CLASS 150 MALLEABLE IRON FITTINGS. 5. UNLESS OTHERWISE SPECIFICALLY APPROVED, HANGER SIZE AND SPACING SHALL BE WITHIN THE FOLLOWING LIMITS: PRESSURE GAUGE PENDENT SPRINKLER HEAD 0 UPRIGHT SPRINKLER HEAD SIDEWALL SPRINKLER HEAD SUSPENDED CEILINGS SHALL BE AS INDICATED ON ARCH ITECTURAL REFLECTED CEILING PLANS. ALL SPRINKLER HEADS SHALL BE CENTERED IN', TWO DIRECTIONS IN CEILIING TILE. D.) ALL TESTS SHALL CONFORM TO THE REQUIREMENTS OF NFPA 13. RECORDS OF ALL TESTS SHALL BE MADE AVAILABLE FOR THE ENGINEER'S INSPEC TION, AS, REQUIRED. PIPE SIZE MAX. HANGER SPACING MIN ROD IZE 1 to 8 FT. 0. C. 3/8" EXISTING SPRINKLER HEAD TO BE REMOVED 0 NEW SPRINKLER HEAD 1.) PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, APPLIANCES$' TRANSPORTATION, SUPERVI,SION, AND RELATTE-D WORK NECESSARY OR INCIDENTAL TO COMPLETE THE WORK SPECIFIED IN THIS SECTION AND AS SHOWN ON THE DRAWINGS. J.) PROVIDE ALL PIPE OPENINGS THROUGH PARTITIONS WITH PIPE SLEEVES. FOR PIPES PENETRATING FIRE RATED PARTITIONS, THE SPACE BETWEEN THE PIPE AND THE SLEEVE SHAI,��., BE. SEALED WITH'FIRr_ STOPPING MATERIAL. K) CAPPING AND PLUGGING OF PIPING SHALL. BE DONE IUSING THE SAME MATERIAL AS THE PIPING. L) FIRE PROTECTION CONTRACTOR SHALL,INCLUDE ALL DUCTWORK, DIFFUSERS, LIGHTS, ETC ON SPRINKLER PIPE SHOP DRAWINGS FOR COORDINATION. E.) SHOULD THE TESTS REVEAL ANY LEAKS OR DEFICIENCIES IN PIPING INSTALLED'UNDER THI I S, SECTION, MAKE NECESSARY CORRECTIONS IMMEDiATE'LY'AND FLUSH, CLEAN AND RETEST THE SYSTEM FOR THE ENGINEERS, APPROVAL AT NO COST TO THE OWNER. F.) REPAIROR REPLACE ANY PORTION OF THE SYSTEM INSTALLED UNDER THIS SECTION THAT IS DAMAGED AS A RESULT OF TEST OPERATIONS AT NO COST TO THE OWNER. G.) DISROSE OF WATER REMOVAL FROM PIPELINES IN A MANNER SHALL NOT CAUSE DAMAGE TO ANY PROPERTY. F-6. DRAINAGE A.) PRO\ASIONS SHALL BE MADE, FOR COMPLETE, DRAINAGE OF THE 1-1 /4" TO 2" 10 FT. 0. C. 3/8" 2-1/2" TO 3-1/2" 12 FT, O.C. 1/2" THE ABOVE HANGER SPACINGS APPLY TO STRAIGHT RUNS OF PIPE ONLY. AT POINTS WHERE VALVES, SPECIALTIES, OR BRANCH CONNECTIONS ARE LOCATED, ADDITIONAL HANGERS, OR SUPPORTS SHALL BE USED TO PROPERLY SUPPORT THE LOAD. 6. FIRE DEPARTMENT CONNECTION: FIRE DEPARTMENT CONNECTION SHALL BE BASED ON CROKER MODEL #6310, —W 2 AY, 4" OUTLETS, POLISHED BRASS FINISH WITH PLUGS ABD CHAINS. BRANDING SHALL BE "AUTO SPRINKLER SYSTEM." 7. BACKELOW PREVENTER: 0 EXISTING SPRINKLER HEAD TO REMAIN @ FLOW SWITCH AFF ABOVE FINISHED FLOOR AHC ABOVE HUNG CEILING ATC AT CEILING DDCV DOUBLE DETECTOR CHECK VALVE FD FLOOR DRAIN FLFD FUNNEL FLOOR DRAIN M) MAXIMUM DISTANCE BETWEEN BRANCH LINES AND/OR SP-RINKLER HEADS SHALL NOT EXCEED 15 FT. SYSTIEM. WHERE REQUIRED F-7 DESIGN CRITERIA SHALL BE BASED ON WATTS 4" SERIES 709DCDAOSY DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTER WITH OS&Y RESILIENT WEDGE SHUT OFF VALVES ON BOTH SIDES OF BACKFLOW PREVENTION DEVICE, PROVIDE WIRED (NO) NORMALLY OPEN PRV PRESSURE REDUCING VALVE INSTALL SPRINKLER HEADS FLUSH WITH BOTTOM OF HUNG CEILING WITH CARE THAT THE FINISH IS NOT DAMAGED. A,) WHERE REQUIRED BY THE BUILDING DEPARTMENT FOR PERMIT, THE ENTIRE SYSTEM SHALL BE' HYDRAULICALLY CIALCULATED BY THE CONTRACTOR TO TAMPER SWITCHES ON VALVES. ASSEMBLY COMPLETE WITH BALL, TYPE TEST COCKS. SFA SPRINKLER FLOW ASSEMBLY MEET THE, FOLLOWING CRITERIA: 0) IN ADDITION TO THE HEADS ACTUALLY REQUIRED, THE -SPRINKLER CONTRACTOR SHALL FURNISH (6) SPARE HEADS OF EACH TYPE, WITH B) FOR APPARATUS BAY, H YF)RAUL!C CALCULATIONS SHALL BE BASED ON WRENCH, CONTAINED IN A STEEL BOX. I —RQ FER DENSITY, 1,500 MINARY—HA J 6 UPI 0.20 GPM PER SQ.FT. WA SO. FT OF HYDRAULIC DEMAND ARCA, MAXfMUM 30 SO. FT. PER HEAD OF P) CONTRACTOR SHALL FURNISH AS—BUILT DRAWINGS. D ALL STATE AND LOCAL PROTECTION ARE�', CON'�,'ORM TO ALL NFPA 13 AN'j-, REQUIREMEtNTS, THE SPRINKLER CONTRACTOR, SHALL GUARANTEE FOR A PERIOD OF ONE (1) YEAR FROM THE ' DATE OF FINAL ACCEPTANCE OF THE WORK, ALL MATERIALS AND EQUIPMENT FURNISHED AND NSTALLED'AND SHALL_- REPLACE ANY DEFECTIVE WORK OR EQUIPMENT WITHOUT CHARGE. C) FOR B-ASEMENT, FIRST FLOOR !,AREAS EXCEPT A ' PPARATUS, BAY),AND 'ALCULATIONS SHALL BE BASED ON U.QHT Sf.7-COND FLOOR, HYDRAULIC C -'_R DENS�TY, 1,50D SQ. FT. OF HYDRAULIC HAZARD, 0,.10 GPM PER SQ , 'F T. WA " '"- ' OT M � ' �'Q. FT. PER HEAD OF PR ECTION AREA DEMAND AREA, MAXI JN4 22' F-2. MATERIALS— GENERAL CONFORM TO ALL Nflf-�'A 13 tNN'11' ALL. STATE AND CITY,'AND i-OCAL REQUIREMENTS. A.) TYPE AND SIZE OF MATERIALS SHALL BE APPROVED BY LOCAL FIRE INSPECTOR LOCAL BUILDING DEPARTMENT, NFPA AND OWNER'S INSURANCE D.) MINIMUM P,RESSURE REQUIRL"D AT SPRINKLER HEAD SHALL BE 7 PSI. UNDERWRITERS. SYSTEM AS INSTALLED SHALL -MEET -REQUIREMENTS OF THE ENGINEER AND RECEIVE APPROVAL OF SAME BEFORE FINAL, -PAYMENT, E.) EQUIVALENT 'FITTING LENGTHS USED IN HYDRAULIC CALCULATIONS SHALL B.) ALL MATERIALS SHALL BE "UL" LISTED AND "FM" APPROVED, F-3—HANGERS AND SUPPORTS A.) UNLESS OTHERWISE SPECIFICALLY APPROVED,, HANGER SIZE AND SPACING SHALL BE WITHI.N FOLLOWING LIMITS: > BE IN ACCORDANCE WITH NFPA STANDARD NO. 13. F.) DISCHARGE 'FROM EACH11 SPRINKLER HEAD SHALL NOT BE LESS THAN FOR REQUIRED AREA COVERAGE BY THIS HEAD. AREA COVERAGE PER HEAD SHALL BE DETERMINED IN ACCORDANCE WITH NFPA STANDARD NO. 13, 'PARAGRAPH,:7-4,3.1.2 SPRINKLER HEAD� SELECTION NOTES 1. ANY SPRINKLER HEADS WITHIN 7'-0" OF UNIT HEATERS �SHALL BE HIGH TEMPERATURE TYIPE* 2. ANY SPRINKLER HEADS WTHIN 26-0' OF UNIT HEATERS PIPING SIZE MAX. HANGER SPACING M[N.' ROD SIZE 5PRIN LE R 5—YHE 8FT., O.C. -1 /4" TO 2" 10 FT, '0. C. 3/871 2-1/2" TO 3-1/2" 12 FT. O,C� 1 /2" G.) HYDRAULIC CALCULATIONS SHALL BE BROUGHT BACK, TO CONNECTION To- THE'RISER, OR SPRINKLER SUPPLY VALVE. (F.C.A.) H.) FLOW VELOCITY IN PIPING SHALL NOT,EXCEED 20 FPS. 1.), WHERE SPRINKLER HEADS ARE LOCATED WITHIN, SUSPENDED CEIL ING GRIDS., I THEY SHALL BE CENTERED WITHIN THE CEIL111NG,, TILE. SHALL BE. INTERMEDIATE TYPE. 3. ALL -OTHER SPRINKLER HEADS SHALL BE ORDINARY TYPE., 4" AND 5" 12'FT. 0. C 5/811 J.) WHERE SPRINKLER HEADS ARE LOCATED,WlTH'IN A.GYPSUM, BOARD THE, ABOVE HANGER SPACINGS APPLY TO STRAIGHT RUNS OF PIPE CEILING, THEY'SHALL BE INSTALLED IN A SYMETRICAL CONFIGURATION TO, THE" ROOM THEY SERVE. ONLY', AT POINTS WHERE VALVES, SPECIALTIES OR -BRANCH CONNECTIONS ARE LOCATED, ADDITIONAL HANGERS OR SUPPORTS SHALL BE USED TO PROPERLY SUPPORT TH E LOAD. B.), ALL PIPE HANGERS, INSERTS, SUPPLEMENTAL STEEL, RODS, AND COMPONENTS SHALL BE GALVANIZED. C,) BRACE HEADS FROM STRUCTURE TO PREVENT,. UPTH-RUST DURING K.)_ REFER TO SHEET A6.1 FOR COORDINATIDN W/OTHER CEILINQ'MOUNTED' ''ITEMS; LIGHTI,NG DIFFUSERS, SMOKE DETECTORS ETC. DISCHARGE. D.) �ALL PIPING SHALL BE: SUPPORTED: TO MEET ALL REQUIREMENTS, FOR,. SEISMIC SUPPORT FOR LOCAL AREA AND THE BUILDING CODE -017 �THE STATE OF NEWYORK. -1) ALL SYMBOLS AND ABBREVIATIONS MAY NOT BE APPLICABLE, FOR THIS PROJECT. U LL IVAN, ARCHITECTURE, P.C. 115 Stevens Avenue Valhalla, New York 10595 914-747-4004 O'D I A L Y N C H ASSATTISTA CONSULTING ENGINEERS NEW YORK VALILAS 50 Bmo+woy HwwOwne, W 10532 *1911470.29W fiu91A.7A7.0A53 www.okce.corn Date Issue IOT- NEW These plans am an Instrument of service and are the pro;wty 0y, F of the architect InfrIngomontv Co W111 t- ptovecutmd. a quantit I yaf work. No allowanceJ tholl be made In behalf of the contractor far any arror or ""Jett on hiv part. t pjj7p tf 4 i t I { R { 9i 4]i 4 1 : t 5f ( j � CONTRACTOR SHALL COORDINATE 1LA1 d ( EXACT LOCATION OF PIPE rtf , f 0._._w.... � _ � ROUTING AND SPRINKLER NEAR _ r- { LOCATION IN THIS AREA WITH -141q.. - N T SYSTEM V, GENERALEXAUS � STE , , CONTRACTOR SHALL COORDINATE f, i + 1t,( i ....„.__.".._m_. _...._-.:e. .a. . _......«:. it } tII# � EXACT LOCATION t F PIPE ROUTING AND SPRINKLER HEA D LOCATION' IN APPARATUS SAY WITH ALL OTHER TRADES, DOORUPRIGHT 34 t 1 1 1iTRACKS, TRUCK EXHAUST, 4SPRiNK ER HEAD TYPICALI NTING SYSTEME C, T L , , , r , ,.' fi ffi fr / , r / r, _ > : w/ ,. ' ; x ,I 4 SPRINKLER RISER R UP RISER UP AND COORDINATE EXACTSLOE WALL OWN. COORDINATE CONTRACTOR SHALL COORDINATE LOCATION IN FIELD SPRINKLER 2 EXACT LOCATION IN WITH ARCHITECTURAL REFLECTED(TYPICAL) FIELD CEILING PLAN FOR FINAL LOCATIONSOF SPRINKLER HEADS PENDANT TYPE NEW DOUBLE CHECK Vt VALVEDETECTORSPRINKLER HEAD t Y4 l YTYPICAL FOR ALL SPRINKLER /___ (TYPICAL) HEADS #N FIRST FLOOR AREA) , _ ,<f I / i c .A _. ._._ SSEMBL DCIND COORDINATE EXACT CT jCAION WITH ALL OTHER TRADES. NE4 F I CLIMB �D RE �,v. -, ��, ; SU L L I V A N ARCHITECTURE-,, _P.. 1,5 Stevens 1 v s Avenue Valhalla, New r 059 a q, w Yo k 1 5 '914-747--4. 04 �J Project Title FIREHOUSE VILLAGE OF RYEBROOK Mng Stree Rye Brook NY growing Title FIRE PROTECTION DETAIL5 ©1 These plans are an Instrument of service and are the Y 'F' Property j" of the architect, infringements will be prosscutea. Contractor shall verify all fief Q. � conditions and dimensions an be responslhie for field fit an quantity of wo*. No allowances shall be made in behalf of the contractor for any . error or. n"Isat on his part_ Scale A5 NOTED TERMINATE Project No. N6KOO24 , Date 021I0103 SLEEVE FLUSH F7,11 Cfeckad 8y } WITH FINISHED 4 SPRINKLER FLOW ALARM SQUARE HEAD BOLT WTH. WALL SURFACES ASSEMBLY SLOTTED HEX NOT. SEAL OR CAULK OS&Y VALVE TYP, -.---w ,.,, . �, ,. EVE TH R UGN SLE O :.. STANDARD .-. WEIGHT STEEL .. WE G EE FIRE WALLS IN A _. PIPE SLEEVE OF SMOKE TIGHT :': SIZE TO TAMPERPROOF GATE VALVE— TO FIRE DEPARTMENT CONNECTION © . MANNER ._. .PASS PIPE AND INSULATION. CHECK VALVE RISER CLAMP SIMILAR TO PHD MANUFACTURING MODEL as 2 BRANCH TAKE OFF FOR-",......_. _-- TAMPFRPR-OOF GATE VALVE' ; . 55O,J51 - ,� PIPE TO BE .: FINISHED DOMESTIC WATER SERVICE a� Y; w *_ 4 TO FIRS. SPRINKLE SYSTEM PIPE SLEEVE a 4 , FLOOR SLAB d CENTERED IN ��" SLEEVE. DO ESCUTCHEON PLATE FLUSH AGAINST .. 4 COMBINED SERVICE FROM _ STREET M AIN _ FIRE STOPPING INSULATION SIMILAR' a; TO 3M CP -25 OR FS --195 FIRE , :;- 0 SUPPORT >,. PIPE FROM * s ;, WALL AND OF SIZE TO COMPLETELY :.. COVER OPENING. ---- BARRIER CALK AND STRIPS. SLEEVE. ,.: MINIMUM 30"CLEAR ..�--- t� RISER PIPE .; FINISHED WALL ADJUSTABLE SLIDE PIPE STANCHION. - DOUBLE CHECK BACKFLOW SURFACE. BOLT TO FLOOR. TYPICAL FOR 2 __ _ DETECTOR ASSEMBLY INTE'RIOR_WALL� (TWO FOR DOUBLE CHECK ASSEMBLY CONCEALED PIPING. PIPING EXPOSED TO VIEW. AND TWO FOR RPZ ASSEMBLY) (TYPICAL.) (TYPICAL) DOUBLE CHECK BACKFLOW DETECTOR ASSEMBLY PIPE PENETRATION DETAIL V PIPE SLEEVE DETAIL SCALE. NONE GALE: NONE SCALE. NONE - » ONCRETE ANCHOR On, 4T HILTI—KICK BOLT, CLAMP BOLT Zz SERIES HDI OR APPROVED HDI, WOOD EQUAL. INSTALLATION SHALL_ BE IN ACCORDANCE WITH JOIST THE MANUFACTURERS �N�1��"' RECOMMENDATION. THREADED ROD STEEL RESTRAINING STRAP WI TI1 CLEVIS HANGER HANGER ROU' ANCHORED TOCEILING (SIZE AS REQUIRED) JOIST ---CLEVIS TYPE HANG ----- PIPE I STRUCTURAL BEAM BUTTERFLY VALVE WITH TAMPER SWITCH LINE WI FLOW SWITCH PRESSURE GAUGE BRANCH i CL H REQUIRED ON PIPING LARGER NOTE.e VIS HANGERS RE E A Q THAN 1as . GENERAL PURPOSE HANGERS MAY BE USED ON PIPING TO SPRINKLERS 1"OR SMALLER. 1 AUXILIARY DRAIN VALVE PIPE HANGER SCHEDULE � � �. n 4"� 6W a1r4LL» PIPE DIA, 3/4», --2 2 1/2"-3" —5I 'CROSS MAIN ar 4, ,, a, HANGER l7lA, 3f8 —L-1-12-7 5f83f4 7f8 _ (N)PENDENT SPRINKLER HEAD DRAIN TO J4 1 INSPECTORS TEST VALVE BELOW CEILING OUTDOORS SIGHT GLASS 1. CLEVIS HANGERS WITH WELDED INSULATION SHEILDS TYPICAL UNION WITH CORROSION IMI AR TO RAUCH FIG. 10OSH ON ALL PIPES LARGER THAN S L COVER PLATE.... SPRINKLER F RESISTANT ORIFICE GIVING MAIN SIAMESE CONNECTION TO FLOW EQUILVALENT TO THE. SMALLEST. SPRINKLER ORIFICE FOR PIPES 1 OR SMALLER A BAND HANGER WITH 4 HUNG CEILING . Y 8 USED SIMM -LAR TO RAUGH FIG. NO. INSULATION SHEII�D MAY E ED TO PUMPER T IN THE SYSTEM 1 ASH. I 3. FOR NONINSUL,ATED PIPE, INSULATION Sl -IE LDS MAY BE OMITTED. HA A 4. ALL PIPE HANGERS SHALL BE STEEL OR L T FACTORY PAINTED ACK BL WITH ENAMEL. P WITHOUT 5. FOR NON FERROUS. PIPING OU INSULATION, WI I O > ALL HANGERS SHALL COPPER PLATED D OR P — FURNISHED WITH A E DI—ELECTRIC I PIP AND HANGERS. BETWEEN N E E PIPAMEEA SPRINKLER ARMOVER DETAIL B SPRINK ER FLO ASSEMBLY SCNONE - SCALE.. NONE SCALE. NONE l i SU L L I V A N ARCHITECTURE-,, _P.. 1,5 Stevens 1 v s Avenue Valhalla, New r 059 a q, w Yo k 1 5 '914-747--4. 04 �J Project Title FIREHOUSE VILLAGE OF RYEBROOK Mng Stree Rye Brook NY growing Title FIRE PROTECTION DETAIL5 ©1 These plans are an Instrument of service and are the Y 'F' Property j" of the architect, infringements will be prosscutea. Contractor shall verify all fief Q. � conditions and dimensions an be responslhie for field fit an quantity of wo*. No allowances shall be made in behalf of the contractor for any . error or. n"Isat on his part_ Scale A5 NOTED Drawing No. Project No. N6KOO24 , Date 021I0103 Drawing By iP F7,11 Cfeckad 8y }