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Home My WebLink AboutBP17-026PERMIT # Bp I �7l 09(D DATE: O EXPOc I O SECTION coS BLOCK % LOT TYPE OF WORK GJ PQdf /� Alf? JOB LOCATION ^f' OWNER ��++ C�/ L, 7(0)"c9j` C� CONTRACTOR( C l^ EST. COST FEE ASV 11, O52. <p6)pd # CC I le4l FEE D DATE liajL4120 s CAf, 1pt�nA, � ,O # / FEE DATE IIdSPEGTION RECORD DATE ' FOOTING �' 44( I �7 FOUNDATION FRAMING RGH FRAMING INSULATION / PLUMBING C� RGH PLUMBING/ GAS 9 SPRINKLER ELECTRIC LOW -VOLT CI ALARM AS BUILT / FINAL ��►�-1_ � � I � IS) �� was �� 1x2509';ci�? t AS-gU1LTIFINAL RTT✓� ��((/�( REQUIRED PRIOR N FINAL INSPECTION 3 FINISHED BASEMENT NOT J APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT a �1ao`v a I mac k CC, 1'nl� I�-fig i �r YISe 1& (o� 1 �7a I c4erp S� 3 a aJ 10�1 LL Y t-_ ci l r VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 21-192 Certificate of (Occupaucp This is to certify that V C B1,/C0V- PO-Y+ne-r-,� L L C of, kVx- &-oov-, NY having duly filed an application on NDV L Q, 20 c:Q t requesting a Certificate of Occupancy for the premises known as, 4..(� Rose L a-r)e , Rye Brook,NY, located in a PWD Zoning District and shown on the most current Tax Map as Section: •c�25 Block: / Lot: . f,9 7, and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. 1 -7' , issued c f t) 20 / 7, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the New York State Use Classification o£ JJn-e r FOV-7-2/ y , for the following purposes: A ga&)ed dkyellina W/ Subject to all the privileges, requirements, limitations and conditions prescribed by law, and subject also to the following: APPROVED FOR USE AS A DWELLING UNIT 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 for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and 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 increasing in height all be made nor shall the building be moved from one location to another until a permit to accomplish such change has e n ne from the ilding Inspector. LBuilding Inspector,Village of Rye Brook: Date: DEC - 3 2021 y VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 3, 2021 SC Rye Brook Partners LLC c/o War)am Group LTD 4 West Red Oak Lane Suite 325 White Plains, New York 10604 Re: 6 Rose Lame, Rye Brook, New York 10573 Parcel ID#: 129.25-1-1.127 This document certifies that the work done under Mechanical Permit #17-090 issued on 8/4/2017 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /tg COLi"ay a�V i� VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury AMM.ryebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Nfichael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 3,2021 SC Rye Brook Partners LLC c/o Warjatn Group LTD 4 West Red Oak Lane Suite 325 White Plains, New York 10604 Re: 6 Rose Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.127 Mechanical Permit #17-099 issued on 8/9/2017 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit, has been satisfactorily completed. Sincerely, Michael J. Izzo Building& Fire Inspector Ag DECEHE += `'R(, For office Use only: BUILDING DEp RTMENT PERmrr# 139 17-62(P NOV 19 2021 VILLAGE OF RYE Ri,60K ISSUED: a-I&-aO17 9 8 KING STREE r,'RXE BROOK,�>w YORK 10573 DATE: VILLAGE OF RYE BROOK (914)93 6 Y��939-5801 FEE: 1 o D O PAID II-' BUILDING DEPARTMENT vit4vi� o�k.or APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION srrrrasa+aaraarrarruarrraasasaasaaas►•ararraaaaaaaasaaaaas►arrrraaaaaausssssrarrrrsrrsrararsaaasssaaararasaaaa+rarsru+arr Address: V &Sk r- j 1 061-3 - k l,1► -F ie Occupancy/Use: S Parcel [D#: 1 L 2-5l I Z Zone: u Owner: SC 041E DDK PAe'( L A dress:+l-uk5T_eAV 14 K—C ,Ski 375 wN tit I�Gq 1t35 C V Wry Jn� 70 P.E.M.A.or Contractor: Syt.l-1 P -bit 0 k j,0 PM T- A�,�s:�}I I % Ll�, 3 I,Ul4t�c p11'l l t� 44 Person to responsible charge: W I LL I AM P-4 61-1 Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YOM COUNTY OF WESTCHESTER as: W l t_�l pym 0 4 A L- being duly sworn,deposes and says that he/she resides at 26 W k V Yt h lQ9k "AO (Print Name of Applicant) (No.and Street) in 41k hit tGD 01�) in the County of I�Yfi(�>c(�U� in the State of-0 1'- ,that (City,?own+Village) he/she has supervised the work at the location indicated above,and that the actual total cost ofthe work,including all site improvements.labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S T 3L .2- 0', U for the construction or alteration of: A-1"TA C✓t tG 0 I 1-S/�'L/L Fam I I—y -DRi t-L-1",6 Lu I }2f t i (A C_. V(106 kI ,Q Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-1 Q.A.of the Code of the Village of Rye Brook. Sworn to before me this a q Sworn to before me this q day of -::SlJ)H , 20 day or 1—yJ 20,'3L L Signature of Pro cr Signature of Applicant IN I "JAM rY11` L�Lu Nl� S W i PC W ►3 k L_-_ Print Name of Property Owner Print me of Applicant otary Public —N-ot6y Public D BUILD 7f A�2 EN For office use onl NOV 15 2018 VIL OF RYE $ K PERMIT# (o ISSUED: 9 8 KING STREE YE BROOK, :T YORK 10573 DATE: / VILLAGE OF RYE BROOK (914)9 939-5801 FEE: PAID W BUILDING DEPARTMENT o or APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION ttsttttitttss►ttttttttksbskstpibssbitksbkbtitttbibkskkbhkiibhkbbihbthhitihkikbhbkikhibkkkibktkiiikkbikii#ktikkitkkiiththhtii Address: li (LDsti i,9f1 l4r--, ON& 9l 444-, h1y 105� - Kt,1 iT�31P Occupancy/Use: Parcel lD#: 1_Z Z5 I " f 17-� Zone: P Iti D D ►t Q Owner: SC �"�� 71�btL P�Qi7�5k+t2S , t.1-G'-- Address: SIkP�f.lArio �A�,S II�}�l�Y� $�0�(C1�V 61P IOU 1k m 41 epia P.E./R.A.or Contractor: SAtJ Q 6 aI(�kL61"'►�1ki•iT C O A`d ess; l �i2r(KK to w �' bT� 11 l25Ik $QPpR`�►S t!U w)�r M G11L'o Person in responsible charge: W I i-L 1 AM (L 14 4)~ Address: a 1 f3 nc✓L�S�►T Dr-ikt- lam't 5fii I I-{�ry 4 &uk-r r3 V Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: yt1 i L L (A rA 4)k yr 1r being duly sworn,deposes and says that he/she resides at I (Print Name of Applicant) (No.and Street) in rLy k 'RW-rP1L— ,in the County of kS"l C IGST �— in the State of ►`J q ,that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost ofthe work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ -q32- f Z 40,OLO , for the construction or alteration of: J�-MAL 14 CD S of t71k (kPUA I L'y j)GU I t4_4 I.IG tA_ 6 A _PPr&-f t A L, Ir%t,-�r s�k p ��k,►�1�rtitT . Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-1 O.A.of the Code of the Village of Rye Brook. Sworn to before me this 1 Sworn to before me this day of. , 20� day of �em b X c , 20 ,j'k tA (n) =:::�_ Signature of Property Owner Signature of Applicant pit- -ow rrl-` WI(-tiArA Print Name of Property Owner Print Name of Applicant r � I Notary Public Notary Public TRISHA iMARTINEZ TRISHA M RTINEZ g/g/18 NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No. 01 MA6331843 No. 01 MA6331843 Qualified In Dutchess County Qualified to Dutchess County My Commission Expires October 19, 2019 MY Commission Expires October 19, 2019 QyE BRC��. BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET + RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: I Z Z PERMIT# �T , I DZ _ _ ISSUED: ti SECT: 1 21i,2.� BLOCK: LOT: 1�� LOCATION: L � �� N� I�C�`-t,\ OCCUPANCY: -zi ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS L L-7- �- ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ �ROSS CONNECTION INAL r OTHER 1937 BUILDING DEPARTMENT INSPECTOR VILLAGE OFRYEBROOK #=,ING E hIdGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUMMING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- ADDRESS: (o 4 y DATE: II PERMIT# �° Z (,ISSUED: a ►SI:G"f' Z Z 1 Z'J BLOCK: LOT: LOCATION: ,M o'n 1 L-- No w�- OCCUPANCY: Z t e-'Jl 0 V101.%TION NOTED THE WORK IS... ACCEPTED d�/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ JNSUTAT10N ❑ NATURAL GAS ✓I1 fft�16 C- 140li`I G- ❑ L.P.GAS Cl FUEL TANK ❑ FIRE SPRwxLER ❑ FINAL PLUMBING fi —�" I N CLFl- FINAL ` OTHER 1 D 1 DR{�j�. ti W `C BM DING DEPARTMENT ❑BUB-DING INSPECTOR VILLAGE OF RYE BROOK o VILLAGE ENGINaR 938 KING STREET RYE BROOK,NY 10573 O ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914)939-5801 - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - -- ADDRESS: DATE: PERMrr# �- 7� ISSUED: l�V SECT: BLOCK: LOT: LOCATION: ` OCCUPANCY: 2 �tS O VI(H"%1 1(), `CITED 3**M Wf0 KZ... ACCEPTED Q RcjfC'TEI)/REINSPECTION ❑ S17EIN$PEcnON (�J1 REQUIRED ❑ FooiTNG ❑ FOOTING DRAINAGE ❑ FOuNDAnoN ❑ UNDERGROUND PLUMBING NMS ON INSPECTIION: ❑ RouGH FRAMING INSULATION ❑ NATURAL GAS / ` 1' ( ; ' " �"` G�1 �'� 2.f ❑ L.P.GAs ❑ FUEL TANK 11' 0 FIRE SPRIIQKL.L'-R. 0 FINAL PLUMBING 0 FINAL 0 OTHER w � -c BUILDING DEPARTMENT CI'BUR DING INSPECTOR VILLAGE OF RYE BROOK ❑ Va I.AGE ENGD mI 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BIJUDING INSPECTOR (914)939-0668 FAX(914)939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - ------- - - ---- ADDRESS: L. _ ; L .4. DATE: I 4 pmwr* ISSUED: SECT: BLOCK: LOT: LOCATION: 1 " �- T' . OCCUPANCY: T��-✓`1 ❑ Vlol- TIoN No I n THE WORK IS... ❑ ACCEITED REJECTED/REINSPECTION ❑ SITE INSPECRON REQUIRED D FOOTING D FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING -CrIF r f- 0 INSULATION ❑ NATURAL GAS C ❑ L.P.GAs ❑ FUEL TANK L$Z-CZ1^1 C A.-kl) ✓,\V S �z- ❑ FIRE SPRINKLER ❑ FINAL PLUMBING G F ` -��' `�� ✓`t \ 1, G AL-(- r ❑ FINAL OTHER F �0— 4�E a�nuk o 'y Y ,�' 19 2 •��O BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOD ❑ VILLAGE ENGINEER 938 RING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - -- - - - - - - - - - - ADDRES DATE: r PERK ffr# ISSUED: SECT: BLOCK' LoT: LOCATION: OCCUPANCY: 0 VIOLATION NOTED Tic WORK IS... ACCEPTED ® REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING INSULATION ❑ NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK ❑ FME SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER � yE BRC�u� w � 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑A58ISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - -- - --- -- - ADDRESS: —7aS�z E DATE: l Z C 1� PERMIT# -O Lf ISSUED: L SECT: BLOCK: LOT: LOCATION: OCCUPANCY: 1C� ❑ VIOLATION NOTED TIE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FooTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER DRC�u�I O ym w � �7 '9a2 BUILDING DEPARTMENT ❑ BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914)939-5801 - - - - - - - - - - - - - - - - -- - - - INSPECTION REPORT - - - - - - - - -- - ---- -- - - - - ADDRESS: Co9)o� \�-A ` e DATE: C&Yl PERMIT# ©ISSUED: SECT: AV `► C4 BLOCK: LOT: LOCATION: 0ow . 1� � (� i c,�a OCCUPANCY• ❑ VIOLATION NOTED ,TMWORKIS... ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION ! REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING RIINSULATION Cl NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER BR�� Q �m w � BUILDING DEPARTMENT Q BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - -- - - - - INSPECTION REPORT - - - - - - - - - - -- -- - - - - - - - - 1 ADDRESS: ;_"1 � '�1- DATE: PERMTT# '" ISSUED: SECT: BLOCK: LOT: u OCCUPANCY: LOCATION: E t 1 ) �.` 3• !r:: �:_ ..� r Q VIOLATION N()TI',D k ` THE WORK IS... ACcvrrr?o ❑ RFiECTED/ RuINSPECTION '. ' ❑ SITE INSPECTION RECARED r Q �0—FOOTING ❑ FOOTING DRAINAGE �) ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: Q ROUGH PLUMBING ❑ ROUGH FRAMNG ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FiNAL PLUMBING OTHER BR�� O y w IE ,c BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - -- - - - - - -- ADDRESS: (Q L G C"-k DATE: �{ ! bll, PERMrr# \-1 -Oa6 Is m: SECT:�-2G, L_BLOCK: LOT: l . v LOCATION: c)(w 1 OCCUPANCY: 1b ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED I REINSPECTION O SITE INSPECTION ' 4' REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE a FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: @r ROUGH PLUMBING W ROUGH FRAMING .4n LE&gS C��u ' subkT" S."i O NATURAL GAS ❑ L.P.GAs ❑ FUEL TANK '2S 9" FIRE SPRIT,KLER 11 0 FINAL PLUMBING � lj C2l Y 1 E1 L V�(voC`i PSIS ❑ FINAL ❑ OTHER * C .*K U � � U * 4 C13 c CZ En rA cqs 43 * CO r-.4 con .� a L x e7 L � cz at 3 cn v� ^` A w OEM Z ! Lv .. ,..e 00 x �. Cd Cj � � U U o 'G ��•�E 4R�� C3 ym w � rt • �9a2 '` BUILDING DEPARTMENT o BLM DING INSPEcmR VILLAGE OF RYE BROOK o Yn LACW ENGwEm 938 KiNo STREET RYE BROOK,NY 10573 srsrAm BUn.Dnaa IrrsPE=R (914)939-0668 FAX(914)939-5801 - - -- - - - - - - - - - - - - - - - - - INSPECTION REPORT - - -- -- - - - - - - - -- - - - - -- Q-. ADDREss: �'1 DA E: 'I I . 1 PERMIT#12 r� -vT- , is SUED: \ SECT: BLOCK: LOT: LOCATION: �, p _ a OCCUPANCY: -2�1 ❑ VIOLATION NOTED THE WORK Is... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION a ` `� REQUIRED y FOOTING c�4 o FOOTING DRAINAGE-- �� T 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 0 INSULAnON ❑ NATURAL GAS ❑ L.P.GAs ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL © chum BUILDING DEPARTMENT VILLAGE OF RYE BROOK ❑13UTWING WSPEMR 938 KING STREET RYE BROOK,NY 10573 ❑Va LAGS ENGDMM (914)939-0668 FAX(914)939-5801 1ASsisTAmr BLIILDA�IG WSPEGTOR - - _ _ _ - - - - _ '- - - - - - - - - - -- - - - - - - - - - - - -- - - -- - - - INSPECTION REPORT DATE: ADDRESS: W' SECT: PERM£T f. BLOCK: �e LDT: c ' $SUED: t OCCUPANCY: LOCATION: .�...� CCEPTED [3 RE.]EC-I'ED REINSPEC.TION ❑ VIOLATION NOTED TM WORK IS... REQUIRED ❑ SITE INSPECTION -�; ❑ FOOTING t .. ❑ FOOTING DRAIMAGGE ❑ FOUNDATION NOTES ON INSPECTION: ❑ UNDERGROUND PLUMBING ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION - ❑ NATURAL GAS ❑ L.P.GAS ` ❑ FART.TANK ❑ FIRE SPRINKM —�---.— ❑ FINAL PLUWTNG ❑ FINAL ,.. , ' _.OTHER �► f ]BUILDING DEPARTMENT 0 BUIWING INSPEMR VILLAGE OF RYE BROOK 0 VILLAGE ENGMn 938 KING STREET RYE BROOK, NY 10573 ASSIsTANT]3UMD]NG INSpECroR (914)939-0668 FAX(914) 939-5801 - - - -- - - - - - - - - - - - - - - - - INSPECTION REPORT ADDRESS: DATE: - --------- PER?vflT# SUED: SECT. c BLOCK: LOCATION: LOT. 14 k OCCUPANCY: 13 VIOLATION NOTE 0 SITE INSPECTION D TIC WORK is... ACCEPTED 0 REJECTED REINSPECTION 11 FOOTING REQ(TIRED 0 FOOTING DRAINAGE 0 FouNDATION 11 UNDERGROUNDPLU.&MING. NOTES 0N_INSPECTION: 0 ROUGH PLUMBING 0 ROUGH FRAMNO 0 INSULATION 0 NATURAL GAS 11 L.P.GAs o FUEL TANK FIRS SPRINKUR 0 FINAL PLLMMiNr, 0 FINAL (A 0 07MR t ve5 W G BUILDING DEPARTMENT BUI DING INSPECTOR VILLAGE OF RYE BROOK VIIJ AGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914)939-5801 -- ---- - - ----- -- --- -- - INSPECTION REPORT - - - - - - - -- - - - -- - -- - --- ADDRESS: _ T� _ r- DATE' S PERNIIT# ISSUED: SECT: Mom LOCATION: t L L a Vd 4 E L-j�t . OCCUPANCY: Zl em, ❑ N'JOI,ATIU!%' '.VOTED TIil WORK IS... [} AccEPTED /REINSPECTION 0 SITE INSPEcnox RFQUIRED 0 FOOTING ❑ FOOTING DRAINAGE FOUNDATION 11 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUIIBING 0 ROUGH FRAMING 0 INSULATION 0 NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER _ ❑ FINAL PLUMBING 0 FINAL ❑ OTHER 1 N ©,__j t4 C LTC, Sic L LI 5�`r d N t 2 4RC�� o y� w � BUILDING DEPARTMENT O 13UUDD40INSPEMR VILLAGE OF RYE BROOK ❑Vu.LAGE ENGINM 93 8 KING STREET RYE BROOK,NY 10573 ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914)939-5801 — - - - - - - - - - - - - —f— - - - - - — INSPECTION REPORT - - - - - - - — -- - --- — -- - - -- ADDRESS: / Sri 1 j� .. L'ck o Q DATE:- o5l PERMTT# -�- r- ISSUED: "Z € SECT: BLOCK: LOT LOCATION:.:\ r `'t` -�c'g 1 t 1 � ' OCCUPANCY' ❑ VIOLATION NoTF,D TIC WORKis..• ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED C 1 ❑- FOOTING �:,�-.�,"��`;c ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL,GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ CgjMR �4yE DR O Zm w � -C 1932 BUILDING DEPARTMENT ❑BUnDING INSPEMR VILLAGE OF RYE BROOK o VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: f os�z I_G (',A Q _ DATE: )`; `-, PERMIT#� -vl (9 ISSUED:C SECT: L BLOCK: LOT: k LOCATION: s OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ❑ ACCFPTED ❑ REJECTED/REINSPECTION 0 SITE INSPECTION ,f REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING io E 1, � ` NOTES ON INSPECTION: 0 ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK Cl FIRE SPR 4KUR ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER IBM& O �m 19E32 BUILDING DEPARTMENT ❑ BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VH L.A.GE ENGINEER 938 KING STREET RYE BRooK,NY 10573 4o-ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - -- - - - INSPECTION REPORT - - - - - - - - - - - .. - - - - --- - - ADDRESS: '+ r —� - --- r PERMIT# �.,�'�' 14�- �C� � SECT:��BLOCK: LOT: �v LOCATION: yll, AJ t14 `% ��(' OCCUPANCY: j THE WORK IS... ❑ ACCEPTED fiE3ECTED/REINSPECT- T, IDN ❑ VIOi.ATION NOTED REQUIRED ❑ SITE INSPECTION _-- r ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION A `UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ RouGH PLUMBING ❑ ROUGH FRAMING ' l '1—(Ic, lk- �1.i , ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLLNMING ❑ FINAL 0 OTHER _ m BUILDING DEPARTMENT 13UL DING INSPECTOR VILLAGE OF RYE BROOK 0 Val AGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 Q ASSISTANT BUQ.DING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - --- - - - - ADDRESS: Z�L , I (�, —I, L. --k-- / i1 T� DATE: O�LI ISSUED: SECT: 13LOCK: LOCATION: f�'Jn rJ� P �--o S _OCCUPANCY: Cl N*Ir)1 %TION NOTED THE WORK IS... ACCEPTED 0 REJECTED/REINSPFCTION ❑ SITE INSPECnON REQUIRED ❑ FooTING ❑ FooTiNG DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION c ❑ NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK i ❑ FIRE SPRIlQKLER ❑ FINAL PLUMBING 0 FINAL ❑ OTHER 68- ,OE In C 1902 BITI,I,DING DEPARTMENT R BUR DING INSPECTOR VILLAGE OF RYE BROOK ❑VILLAGE ENGINM 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914)939-5801 - - - - - - - - - - - - - - - - - - -- - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - -- ADDRESS: '�L 4- �7 T-� DATE: PERMIT # ©-i C-L6 L4$[JED' SECT: BLOCK: LOT: k Z LOCATION: OCCUPANCY: -�I--> ❑ lv'ioi :%Taos ;VOTED THE WORK IS... 11 ACCEPTED ❑ REJECTED/REINSPiECTION ❑ SITE INSPECTION REQUIRED ❑ FooTTNG Q FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION; ❑ ROUGH PLUMBING 0 RouGH FRAMING ' 0 INSULATION ❑ NATURAL GAS ❑ L.P.GAs ❑ FUEL TANK 0 FIRE SPRmxLER ❑ FINAL PLUMBING 13 FINAL 0 OTNER °:', o BUILDING DEPARTMENT ❑WELDING INSPEUMR VILLAGE OF RYE BROOK Q VR-LAGEi ENGnvEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUIEDENG TN5PEcroR (914)939-0668 FAX(914)939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - --- - - - -- -- -- ---- ADDRESS: DATE:T i ? -(!)z4 z 3 O P�IIT P 1�: �to/ SECT: 1�,Z S" BLOCK: LOT: LOCATION: �.,� � � OCCUPANCY: ,.. ` ❑ VIOLA][ON NOTED Tm woRK is... ACCEPTED ❑ REJECTED/REINSPECTION 0 SIIiEINsPECTION REQUIRED O"FOOTING ❑ FOOTING DRAINAGE ❑ FOuNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING - 4` Elk ❑ INSULATION - r ❑ NATURAL GAS K—) ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OrDEER �QyE DR(�uk o � W � � o 1962 BUILDING DEPARTMENT 0 BULLDLNG INSPECTOR VILLAGE OF RYE BROOK 0 VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914)939-580I i - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - - -- - - -- ADDRESS: Z 1 t G7, DATE: Z -Z PERMIT# ISSUED: SECT: 1 -Z S BLOCK: LOT: 1 . t .`-I LOCATION: OCCUPANCY: L p L3 VIOLATION NOTED TIM WORK IS... ❑ ACCEPTED / REJECTED/REINSPECI'ION E3 Srm INSPECTION 1 REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING rL-� r�"� `� L 5- T-r ❑ INSULAnON 0 NATURAL GAS '' ~t"� r_T ❑ L.P. GAs ❑ FUEL TANK 0 FIRE SPRINKLER 0 FINAL PLUMBING r ''`7 ❑ FINAL r, ❑ OTHER r 77 L i ch �O n %D N 00 Owl LU �= i Ad z 1; -� OnoQ C� E w.Ln co W tA 99 00 a + A ON M� ON E`"' ,. +� v� Cy ?' ` pop ' M jaw �, Z V N � W , law s W m � l W pow c F Z < tn a •• � a Z w G�+ � o arc ' 1 Q U r W a � �. CO G. .alr z ww f� con e , s BUIL G DEPARTMENT JUL _ 201$ VIL F OF RYE BROOK 938 KlNcl, R i-'i'RYL BROOK,NY 10573 VILLAGE OF RYE BROOK (914)439-0668 F,�x( )939-5801 BUILDING DEPARTMENT 3Dw yebroo .org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: j � -03�0 F'11#: 15 - I Approval Date: ! Application Fee: S --II Approval Signature: Permit Fee: S � � 7 C1 Disapproved: Other: (fees are non-refundable) Application dated, 06-25-18 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment, wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: 6 Rose Lane SBL: 129.25-1-1,143 Zone: 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 10573 Phone#: 914-481-1531 Cell#: entail: 3.Master Electrician: Denis M. Fortino Address:254 Sylvan Lake Rd Hopewell Junction, NY 12533 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Consulting Address: 254 Sylvan Lake Rd Hopewell Junction NY 12533 4.Proposed Electrical Work/Fixture Count: Wiring for new house line voltage 100 points STATE OF NEW YORK,COUNTY OF WESTCI ASTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fine Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to ore is `] day of ,20 day of Signature of Property Owner Signa ure of Applicard Denis M. Fortino Print Name of Property Owner Pri t Name of Appli Notary Public Notary Pub8F. y ,TOWERS NOTARY PUSUC,State of New York No,01 TO6192872 Oualified in IDutchess County Term Expires September S.26Y 2,0 1/5/16 - s. ` R Westchester Rockland Electrical inspection Services, Inc. �1�� Phone: 914-347-3595� DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax. 914-347-3596 Elmsford, NY 10523 1� JJALDING PERMIT NO. TEMP# DATE I --] 9�' CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY r�l� JQY73 c STREET D NO.PR ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING,OCCUPANCY OWNER'S NAME AUQ ADDRESS _ �+ 11 HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK 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 FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE InBASEMENT 2'FL. Qp/�+��ry�r 3-FL. BROOK IBUILD)4NG CIE ARTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: � f 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 WREIS, INC. IS NOT LISTING. LABELING,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 ADDITIONAL f; EXPOSED II I CONCEALED C] MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD. UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURN D. NAME OF COMPANY DATE OF APPLICATION SIGNATU flF LI (. _ X STREET ADDRESS TELEPHONE , 5' � © - Io CITY OR POST OFFICE ZIP CODE 7 LICENSE NO.WHEN APPLICABLE Aft WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc Sc Rye Brook Partners LLC 254 Sylvan Lake Road Hopewell Junction NY 12533 Located at: 6 Rose Lane,Apartment#36, Rye Brook, NY Certificate Number: 533182 Section: 129.25 Block: 1 Lot: 127 BDC: Permit Number: EP-18-169 BP:17-026 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: 6 Rose Lane,Apartment#36, Rye Brook, NY Basement ❑X 1st Floor ❑X 2nd Floor ❑3rd Floor ❑Garage ❑Attic ❑Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11/2/2018 Name Quantity Rating Circuit Type Receptacle 75 Convenience Switch 44 Single Pole Fixture 26 LED Range 1 9.6 kw Gas or Electric Dishwasher 1 1.2 kw Exhaust Fan 5 Clothes Dryer 1 Furnace 1 Gas or Oil Electric Room Heaters 1 1.5 kw Bell Transformer 1 Dimmer 24 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. II WESTCNESTER ROMANO ELECTRICAL INSPECTION SERVICES,INC. Name Quantity Rating Circuit Type Service Disconnect 1 200 AMP Service up to 200 Amps 1 Meter 1 Water Heater 1 4.5 kw Panel 1 225 42 Receptacle 16 GFCI Microwave 1 Refrigerator 1 Sump Pump 1 Air Handler 1 A/C Unit 1 Fixture-Luminaire 43 Recessed Low Voltage 4 Phone Low Voltage 3 TV This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. 1�� Gi�l'li( This certificate is valid for work performed before date of inspection only. YY ! t f s l� N �..{ tf) co 14 N ` is .r t LLw e F Lfi; O S °� �► � Liz m VMJ cn Qm ►.� e co lea ON z Q �7 q� ., oc rn w � cz w G , W � z 3 61. 0-0 '�� •• � 0. � pW., a � d a BUILP�l I EP MENT VIL E ©F RYE. QOK JUL R LU - 9 2018 938 KIN ET.RYE B NY 10573 (914)9 939-5801 VILLAGE OF RYE BROOK .or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: 1-1 — 0 2 W VP#: I F Approval Date: —7 5,4 Application Fee: S Approval Signature: Permit Fee: S Disapproved: Other: (fees are non-refundable) Application dated, 06-25-18 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1.Address: 6 Rose Lane SBL: Zone: 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 10573 Phone#:_914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:254 Sylvan Lake Rd Hopewell Junction, NY 12533 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino@enterpriseelee.com Company Name: Enterprise Electrical Consulting _Address: 254 Sylvan Lake Rd Hopewell Junction NY 12533 4.Proposed Electrical Work/Fixttue Count: Wring for Line Voltage Smoke and Carbon Detectors STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code ofthe Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 day of 20 Signature of Property Owner Sigdature of Applicant Denis M. Fortino Print Name of Property Owner nt Name of Applicant U A`J Notary Public Notary Pu A,TOWERS NOTARY PUBLIC,State of New York No.01 TOG192872 Qualified in Duic'hoss County Term Expires September 8,20V20 1/5/16 r`--..�'".►•----�...r-A"-- . ..+�4ia.w./"'s""+ia�os ate+-sw+... .a:t-_-., ..✓-- �"---�' t�+...a�.r�'iirri� .L-J Westchester Rockland Electrical Inspection Services, Inc. Phone: spa- s� DO NOT WRITE HERE-FOR OFFICE USE ONLY !3 North Lawn Avenue ��. 1 Fax: 914-347-359$ r� Elmsford, NY 10523 auI ING PERMIT N TEMP ti DATE i 1?� r KJ CITY CNOLLAGE I ZIP CODE TOWNSHIP COUNTY do STREET A14D NO. ROAD POLE NUMBER 1 BETWEEN WHA TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY l OWNER'S NAME AND ADDRESS AOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EOUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO,OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH - OUTSIDE r BASEMENT ni 1°'FL. _ 18 2'FL. 3-FL. BUI DING DEPARLMENT I 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.WREIS, INC. IS NOT LISTING, LABELING, UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION GOMPANIES.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❑ ADDITIONAL f] EXPOSED F1 CONCEALED J MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD E UNDERGROUND AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNE NAME OF COMPANY DATE OF APPLICATION SI©NATURE 11PP 1 f err STREET ADDRESS TELEPHONE NO. f CITY OR POST 0FFIC ` ZIP CODE LICENSE NO.WHEN APPLICABLE IF WESTCHESTER ROCKLAND ELECTRICAL INSPECTION JWEISSERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc Sc Rye Brook Partners LLC 254 Sylvan Lake Road Hopewell Junction NY 12533 Located at: 6 Rose Lane,Apartment#36, Rye Brook, NY Certificate Number: 533181 Section: 129.25 Block: 1 Lot: 127 BDC: Permit Number: EP:18-170 BP:17-026 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: 6 Rose Lane,Apartment#36, Rye Brook, NY ❑X Basement 01st Floor X❑2nd Floor ❑3rd Floor ❑Garage ❑Attic ❑Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation, as set forth below,was found to be in compliance therewith on 11/2/2018 Name Quantity Rating Circuit Type Smoke Detector 3 Carbon Monoxide Detector 3 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. ' G This certificate is valid for work performed before date of inspection only. i LO O � N as 60 lw u :a C z n, w 14 Ile Lo co ice! m �= ,� Z V 00 r 1 44 M•I � � ~ � J � � `� � V r av MNow a gx r '. 3 a a u L16 o �, w Z G cc C6 f ¢ 4 c Cot t _ r BUIL � I NG DE '�1,TMENT VILt OF RYE BROOK938 KINET RYE BROOK,NY 10573 FE (9 14 9 � _ Ate( ��j939-5801 VILLA � �� wwwstrc oorg BU1LG Ofi RYE BROO ELECTRICAL PERMIT APPLICATION G DEPARTMENT Westchester County Master Electricians License Req red FOR OFFICE USE ONLY BP#: ` 7` EP#: I J Approval Date: MA — Application F e: $ Approval Signature: Permit Fe S Disapproved: Other: (fees are non-refundable) Application dated, 3" �� hereby made to the Building Inspector of a Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perfia,m other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by gning this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County an Local Codes. 1.Address: /' SBL:. Zone: 2.Property Owner: (ibl ply 5dr s: I N/��A-L VlL S1'�� Phone#: �1�- `T f ^l � Cell #: email: r^ 3.Master Electrician: 2 Address: Lic.#:1Z Phone# 1 Cell #: f' email: Company Name: L�/�= �LG�I/c 1 C Address: 7 4.Proposed Electrical Work/Fixture Count: Z L�r t 1L o C-T Z" STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of 120 day of Signature of Property Owner Si ature of Applicant Ll a( Print Name of Property Owner Pr' t Name of Applicant _ Notary Public otary Pub A.TOWERS NOTARY UB IC,State of New York 1T06192872 Qualified in Dutchess County Term Expires September 8,2t7#2rgo 115116 :,,-a .--i£_�....++�4ia_ ... =—�� . r-, ►�� .�,- +.<ss :_=;.. _...91� -...pia_ .- -- - - _ .. .� Westblsester Rockland Electrical Inspection Services, Inc. .0-4 Phone: 914-347-3595 Lam_ DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue l� Fax: 914-347-3 9.6) Elmsford, NY 10523 BUILDING PERMIT NO, TEMP N QATE �n 7 CITY Q� ,,, ' ZIP D �- TOWNSHIP STRAND POLE NUMBJ=,R BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK OCCUPANT'S NAME BUILDING OCCUPANCY OWT�IER'S,NAME D -A, , i�_!� f HO TELEPHONE NUMBER AW7CURRENT SUPPLIE12f BY FROM THEIR OFFICE AORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLE[3 NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS H RS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO, H.P.EACH N WATTS EACH INSPECTION OUTSIDE BASEMENT 1"FL. 2Mb FL. 3'FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: LA) &I I THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITE 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 FO HE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE 15 NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INS CTION COMPANY WREIS, INC. IS NOT LISTING, LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CE FIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT.OWNER.OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR E APPLICATION. SIZ F SE FEEDERS , / 6 CHARACTER OF WORK NEW DITIONAL; EXPOSED, CON LED MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD Q UNDERGROUND AVOID DELAYS BY GIVIN FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE _,,,RlfTURNED. �/� [SIGNATME OF APPLICANT a NAME OF COMPANY DATE F- ! C 1 ZI Cf� LICENSE NO.WHEN APPLICABLE .-/ E= s FtFi � Tip ` N tn 16 M (" t aid • 96 CIO co M96 OE J i LL- Lb �= -- U w z fio� a , tm Q , R ID BUIL CEP , TMENT VIL E OF RYE �pOK OV 15 2017 938 K1N E-r RYE 13 - ,NY 10573 (914)9 939-5801 V LAGE OF RYE BROOK w or UILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License equired FOR OFFICE USE ONLY BP#: —7 f CO EP : 1 - —<-:� I a Approval Date:NOV L Applicatio Fee: $ Approval Signature: v Permit F e: $ Disapproved: Other: (fees are non-refundable) Application dated, 11-14-17 is hereby made to the Building Inspector of c Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perfo other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by s' ning this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and ocal Codes. 1.Address: 6 Rose Lane SBL: 129.25-1-1.127 Zone: 2.Property owner: SC Rye Brook Partners, LLC Address: International Drive Suite 114 Rye Brook, NY 10573 Phone#: Cell#: email: 3.Master Electrician: James Morzillo A ress:7 West Cross St Suite 207B Hawthorne, NY 10532 Lic.#: E-17 Phone#: 914-760-5226 Cell#: 914-760 226 email: dfortino.hilite@gmail.com Company Name: Hi Lite Electric ddress: 7 West Cross St Suite 207B Hawthorne, NY 10532 4.Proposed Electrical Work/Fixture Count: Wiring for low vol ge smoke and smoke carbon detectors STATE OF NEW YORK, CO/aknd OF W TCHESTER ) as: James Morzillo uly orn,deposes and states that helshe is the applicant above named,and does further (print name of individual signing as the appli state that(s)he is the legal owner of the o hich this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorizend file this application. (indicate architect,contractor,agent,anomey,etc.) The undersigned further states that all stntained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the abovd property will be in conformance with the details as set forth and contained in this application and in any accompanying aplans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code.the Code olage of Rye Brook and all other applicable laws,ordinances and regulations. `1'il1 Sworn to before me this Sworn to be-foremV this day of ,20 day of ,20 1-1 _ Signature of Property Owner Signature o Ap tic t James illo Print Name of Property O er Pri t Nam of Applicant ��IJaL`11 Notary Public Notary Public TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No. O1 MA6331843 Qualified in Dutchess County 115116 My Commission Expires October 19, 2019 'westkhester Rockland Electric l s Phone: 914-347-3595 a Inspection Services, Inc. r. DO NOT WHITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford NY 10523 } BOLD D PERM:NO, TEMP# DATE + i 1f �F�- 1 V �+ 7 e /.,,f� TOWNSHIP C STREET D yore POLE NUMBER C �t�n '_ BETWEEN WHAT TWO CROSS STREET$IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUP 7 Cy OWWR'$pIAME 7 7Qt3ESS ` J _ HOME TELEPHONE NUMBER. CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INS:6CLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS ! HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT It�D4�� Al n 2-FL. } R 3-FL. VILE PARTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: Df-7-6 CrZA5 THIS APPLICATION IS INTENDED TO COVER THE AB/OR ITEMS TO BE INSPECTED. IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUSR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANECTION COMPANY, WREIS, INC. IS NOT LISTING, LABELING, UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BYCERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER.OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FOAPPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW ADDITIONAL L] EXPOSED C 1 CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD L UNDERGROUND❑ AVOID DELAYS B GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED, N OF COM DATE OF APPUCATION SIGNATURE OF A LIC !-_ i`f/4 ��i�GT�/�. ll 7� / x -STRMAWRE _ TELEPFONE NO. 7 �7LJ ZIIPAT�31 LICENSE NO.WHEN APPLICABLE �� o = ri owl CIO 0, ON ox Y _ ox xwm* co . - xOQ �'� rsa '� Q V Q � '.1 0 � a" � 4 a fn v Iz . k; 0 AC V �t 0 Z MCI n z e Lei o _ .. a w Q, BUIL NG D>4 P R;MENT VIL :AGL Or{� KYI+: B OK APR 1 2�938 KIN �,�[,ET RYE B ` ,NY 1057 1l (914)9 939-5801 VILLAGE OF RYE BROOK or BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION Westchester County Master Plumbers License Required C� FOR OFFICE USE ONLY BP#: � PP#: I ! Approval Date: APR 2 5 Application Fee: $ Approval Signature: Permit Fee: $ —7 2)0 Disapproved: Other: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below. The applicant&property owner,by signing this document agree that said plumbing work will be in conformances with all applicable Federal,State,County and Local Codes. 1.Address: G &z& (0,ne ((1 U�r 0 , 0 f1'k 30 SBL: Zone: 2.Property Owner: -!SC F_-4 Address:S t i1�'.t'qN(k t160 ( & Sy I k �Zi�I'�c 1 C Phone#:!�.1 7(P(-a566 Cell#:ii t.{-Jj L(-Sa$G email: t,1001 crr 3.Master Plumber: 17oo j I N 6 rKk j Address: 1 O(q 1-� 17M P-kok)fpe Lic.Aff) Phone#3415-7$3-6 Cell#: email: 1(�[o (V( i i r Cc3yt.r CompanyName:�\k6 -,L �I,fr,,blvj +`P 41 (aAtr- Address: IU(4 f`I (7N1 40V,f-0e NY (oqM INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement ` 1 st Floor y i 2nd Floor r l 3 Floor 1 4 Floor 5` Floor Exterior a 4.* List Other Equipment/Provide Details: lf5/16 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 day of 1 ,20 _ Signature of Property Owner Signature of Applicant Print Name of Property Owner Pri Name of Applicant Notary Public Notary Public TRISHA JARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No. OT MA6331843 Auolltied In Dulchess County My Commisston Expires October 19, 2019 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 12/18/15 s s r 1p f+r1 N z = r a N ec C o _ ~ lob ' Q a p 00 A LL' ,.� co ON WOO IZ MM Gr: V �a 4 F_ d 3 rx M U O a °w c A. _ A w z c t .. o _ - 4. m LTM BUILD�W E�AI;TMENT r' VILLAGE OF RYE�0901< MAR 2 8 2017 938 KING , TREET RYE B 0' NY 10573 (914)93q��66 (94)939-5801 VILLAGE OF RYE BROOK my wti 'r�yE�Ndok.org BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION Westchester County MasterPlumbers License Required 7 FOR OFFICE USE ONLY BP#: ! PP#: Approval Date: MAR Application Fee: $ -7 0 Approval Signature: Permit Fee: S Disapproved: Other: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner, by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: L A N Ir_ CC i-"TUL 0 / VN 1 jr3(Q) SBL: Zone:_ 2.Property Owner: SCE tZy 6 e�,V- (JlL i'A 2T1c S L L-Address: J za. Sy°m-- (14 �G 81w4:f Phone#: O11 LA - 110 1 -1=3-tU Cell#: c} 14- LZa}-50S-4,, email: J D Ur3C►S�1N+��J�dw1C�►Zt+��'.C.l:� 3.Master Plumber: iM IL, L.CF— Address: 6IG7 260Ti-- 22— t3CbvuSCC--a N� IOSA Lic.#: 1051S Phone#: 914 -Z16- 14B Cell#: 9ItA•ql-13 -335L45 email: Ibv'co lOe—oe1 -nhrx. ne, - Company Name: L-$YZ- PW MI51NICA 4 111C-A P4(a (D"ZO Address: %-1 B 1 00'M ZZ BQe"Sr?!I2 toy (u5c INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement I 1st Floor 2nd Floor I I 1 i 3 Floor I l 4 Floor 5 Floor Exterior 4.* List Other Equipment(Provide Details: 1/5/16 1. `y ��i ��i� !. �i "��i �i�i `e��i�i ��+� �i�i �w. �w iw ♦�� i �i � �� ,• ��•�� li��i�i x i x = i ,�x x O t a a, = E `Q Do r un O c ~ rw 0 E i Cd ff3, W ev o •-; O rrce w :Yojt . ti ` -orlk Q� '• L QC N C Q u L ° 3 G c y �y tR en � G ww Oft � CL Z cc ;e4; CIS � r 00\W O � ~ •• � � S p C L .0 � U C4 r c Drs $ � f v E E i 'T i �r�y�� !•�� M�� lr Sal �� !�� D Ca�`,� Fc- D BUILDAN .dkARTMENT 9r] 2Ui1 V1L� E OF RY OK 1UL ZO1T 93 KINC I RYE B12 ] ,NY 10573914)9k 1� 39-5801 ILLAGE OF RYE BROOK wrvaV, BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION I FIRE SPRINKLER SVSTEM FOR OFFICE USE ONLY: � Approval Date: �j P#: Q Z C�,MP#: 1/ —Q ' i Application Fee:$ � Approval Signature: Permit Fees: Disapproved: - Other: ---- Application dated: rj, _is hereby made to the Building Inspector ul'tlfc Village of Kye lircxrk N Y tier file issuance ol'a Permit to install a Iiro Suppression System as per detaiiedstatement described below. 1. Job Address: (0 2,s,L,e 9-le- Of netl V_t NY - Parcel 1 D.: J; q IS--t"l.1;L� %tne: 2. Proposed System{Describe system in detail including suppression agent): i 3. Number&Types of Eire Sprinkler I leads:4S_ - 4. N.Y State Construction Classification:5_ N.Y.State Use Classification: 5. Cast of Installation:$-13-400 I Post shall include all labor.materials.fixed equipment_professional tees,and materials and labor which may he donated gratis.l 6. Property Owner: 00 L g r 6r-c�- Address:SO )"A(- Phone# l 51 R)"t-7.-5"r, Cell# email: I I - Applicant: Mao.\L Pi C0 =tk C%__ Address:Qa tr>} sla1 R�14 Vicwr_ Phone# t�l�,�a-13b��'S cell# `� t}'-E1� emai email: t'_ r,,,r,aez�j Architect/Engineer: R"W . 0,u\1i,ian En ne:er-,na Address: 5DLq Mon*kTcct Da.Va.9-4\Q-+ Phone# f�jaz- �ra�x+ Cell# email: r L�)1u11iynn . cs rrti (icneral Contractor: Address: Phone# �g45�\ M5-')t}66 Cell 12.8,16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. S"I'ATI:OF NI'W YORK,COI1N'1'Y OF WF,STCI IFS'1 ER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print Same of nuirvidual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the A-1c r +i for the legal owner and is duly authorized to make and rile this application. (indicate architect.contractor.agent.attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief, and that any work performed,or use conducted at the above captioned property will be in contbn-nance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention &, Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to belbre Inc this Sworn to heibrc me this day of , 20 day of ;` , 20 1-:�- 7� Signature of Property Owner Signature ol'Applicant Print Naine of Property Owner Print 17ame ol'Appl ca Notary Public Mary KATHERINE SHUGRUE NOTARY PUBLIC My commission Expires 12/31/2017 12816 f to 1 ++ v N O 00 cc OE OF C c kn A t E Q /� `� ►�] . . F _ � _ i aLi F" i or DERBEt �-� CO 2, $ �.5 E V r c .r E .0 u � color 43 pQ a, + U off; r j O c�a a < E U f. ti F�nl Q' w ra Nu � 01 Trz O ,.. Q p d � aa QC F• n '� � ►, ' GQ W r.a Lir ri F v 0 93 e +' i +' BUILQFAx ENT VILOK 938 KINGNY 10573 Al��i _ 2 2017 11 (914)99-5801 VILLAGE GI- RYE BROOK BUILDING " PARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPME /N �T �j FOR OFFICE USE ONLY: PERMIT#: P ��f✓ /0 Approval Date: a U - 1 Permit Fee:$ 1 0 Approval Signature: Other: Disapproved: f�) Ifees are non-refundable) xxx*s*x,txx,t,t*a*��*+*x***+,r��*�,r�,��,rw,r�xxxxxx,�,rxxxer*,rxxx,exxxxxwxxxx�*,t*:t�t*,rx******,t,txx*xxxxxxx*xxx*xxxx REQUIREMENTS FOR RELEASE OF PERMrr&CERTIFICATE OF COMPLIANCE: 1. Properly completed&Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability&Workers Compensation Insurance Naming the Village of Rye Brook as Certificate Holder. 4. Payment of Fees/Unit:RESIDENTIAL=$75.00/unit•COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. P?umbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the WAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws,codes,rules and regulations. f�, 1. Address: SBL: Zone: 2. Property' Owner: 5 C- PQ�- PA_W&��" Address: � •. Ali� b"A7— QA� - 4 Phone#: -i 1q- 9(V M51 Cell#: email: �cr� AA 3. Contractor: z � Address: �r 7.�.7tl+L 91M_-4�l � ) Phone#: ' -L-_�, -7 y 5 SASE ,, Cell#: GQS' U-3- � email: KIWOQ J 10 5 C 4. Applicant: ��V� RW rlLx>felb Address: !; o 0-0tAIMO ry l 1 Phone#: Cell#: A2.—Z23615D email: EM,J(I0 t)(�V Q,`4t �+`0 ICjA 5. Scope of Work:New Installation(+y<Replacement( )•Removal( )•Other( ): 6. List Equipment: t 1�' `�L-- 4r::�&s y'1an> 7. Location of Equipment: G orl. 1PI"M ; C.bDCzL!99= Amoz.]O K)GLCI,- O� I.1fiL�C, 8. Method of Installation/Removal(list all equipment needed to perform job): T7�5'mlL pru, t>Qug 1 D-v- 4� Ca %V1 t 7'7.17 STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to Slvhich this application pertains,or that(s)he is the for the legal�owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this 2 day of ,20 day of 4kbUST ,20 I—) Signature of Property Owner Signature o Ap is t �osg?4 3 eAir a Print Name of Property Owner Print Name of Applicant Notary Public Not 1.0 le Dia G' n a OTARY PUBLIC,STATE OF NEW YORK Reg No.01016301231 Qualified in Westchester County CommiesiogEx ' 04/l4/2018 This application must be properly completed in its entirety and must ' the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. z 7/7/17 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, - Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W C. and cabinet air leakage less than 1.4% at 0.5 in. W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420) with accessory (order separately) • Low NOx units are designed for Calitomta installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 nglJ NOx emissions requirement. TOUGHER • Flame roll--out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ primary heat exchanger • Stainless steel secondary heat exchanger riustrafinns and photographs are only representative. • High temperature limit control prevents overheating some product modeis may vary. • Direct ignition with Silicon Nitride ignitor • High quality, corrosion-resistant, prepainted steel cabinet tWARNING EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death, and/or property damage. • 24 VAC humidifier terminal &electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35" (889mm) high.for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit js • innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result in personal injury, attachment death, and/or property damage. • Factory shipped for natural gas, with propane gas conversion kits available • of s r Qy Four position-upflow/downflow/horizontal (lefgright) installation • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal A.%AF,ruteimna B%on�(AFA) applications with accessary(order separately) a • Concentric vent available THIS'MODeL • Self diagnostics with super bright LED L.141J • Slide out heat exchanger and blower assembly a1 LIMITED WARRANTY , 78% 82% Mao 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty c€an€i€D - With timely registration, an additional 5 year parts limited warranty * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Use of to AIHRI Cartnad TM Mark indicates a enufad.,er parac�patm rn the p,ogram Hor other applications. �r i�•tart of a to�,a dNd.al proda� go m wawahndneetcryorg Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) UpflowlHz Downflow @.5 in.W.C.(125 Pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408A 40,000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54) N9MSE0401410A 40,000 96-0% 95.0% 625-905 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 123(55) N9MSE0401712A 40.000 96.0% 95.0% 650-1050 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 134(61) N9MSE0601410A l 60.000 95.5% 95.0% 675-1130 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 127(57) N9MSE0601714A 60,000 96.0% 95.0% 650-1420 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 144(65) N9MSE0801716A 80.000 96.0% 95.0% 810-1600 35 x 17-1/2 x 29-1/2 (889 x 445 x 750) 154(69) N9MS 0802120A 80,000 96.0°% 95.0% 1335-1970 35 x 21 x 29-1/2(889 x 533 x 750) 162(73) N9MSEI002114A 100,000 96.0% 95.0% 915-1545 35 x 21 x 29-1/2 (889 x 533 x 750) 169(76) N9MSE1002120A 1 100,000 96.0% 95.0% 1345-2065 35 x 21 x 29-112(889 x 533 x 750) 169(76) N9MSE1202420A 1 120,000 96.0% 95.0% 1 1320-2105 1 35 x 24-1/2 x 29-1/2(889 x 622 x 750) 186(84) N9MS 1402420A 1 140,000 1 96.0% 94.4%& 1 1290-2035 35 x 24-1/2 x 29-1/2 (889 x 622 x 750) 190(86) Specifications are subject to change vnMaut notice. 440 11 4403 05 1213118 NXA6 "MF-.dV� Performance Series HEATING & COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1 1/z THRU S TONS SPLIT SYSTEM 208 / 230 Volt, I-phase, 60 Hz `` "'• REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil ��r�iu�rrrrr�� rr �n,� rrNrrr EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST rr�i�il�rlfrr��rrr�rrrr�fi� i • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated, weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra r� protection LIMITED WARRANTY* EN v STAR �t ' , efli Ad to en * 5 year compressor limited warranty � `"poper a° atold to achieve rated capacity and effiaerecy. Irustallr flow areation of * 5 year parts limited warranty (including compressor and this product shouA folly the manufacturer's retngeram coil) propchwging and air Harr insnay re s. Failure ener to confirm proper and airfiaw may reduce�ergy elfidency -With timely registration, an additional 5 year parts limited and Shorten equ,pawd Irfe. warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty certificate for complete details and UL CERTIFIED.. �$ restrictions, including warranty for other applications. hridirectory.org 'A LISTED Use of the AFIRI Certified TM Mark indicates a manufacturer's participation in the program.For verification of certification for indnndual products. go to w ,ahridirectory.org. Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) 32-5/16 x 31--3/16 x 31-3/16 188/ 153 NXA630GKA 2';'_ 30,000 16.8 25 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 32.4 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) Specifications subject to change vehout notiw 421 11 6201 05 5/17/19 ester � E C M[ ti:com MAY 15 2013 VILLAGE OR RYE BROOK George Latimer BUILDING D p County Executive E ARTMF�IT Sherhta Amler,NID ` Commissioner of Health May 7, 2018 Russell Palucci, PE 140 Princeton Drive Shelton, CT 06484 RE: Log #: 12363-18-DCDA Application for Backflow Prevention Device 6 Rose Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: htt ://health.westchester ov.comlima es/stories/ dfs/crossconnection doh1013. df. NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York, that installation is in accordance with the approved plans. This form must be completed and returned to our Department within 45 days of installation of the device(s). Res ectfully, Ir 4vl�� Natasha Court, P.E. Associate Engineer NC:ACabz Bureau of Environmental Quality cc: William McGuinness — SC Rye Brook Partners Frank McGlynn - Suez Michael Izzo — Rye Brook File RE ALE Department of Health 000 RE 145 Huguenot Street New Rochelle,New York 10801 Telephone: (914)M-5000 Fax: (914)813-5158 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 12363-18-DCDA Facility: City, Village, Town: County: 6 Rose Lane Rye Brook WESTCHESTER Owner's Mailing Address: William McGuinness SC Rye Brook Partners 80 State Street Albany, NY 12207-2543 Physical Location of Backflow Prevention Device(s): Doghouse Description of Device(s): One 1 —2 inch Zurn 950 XLTDABF DCDA Water Supplier: Suez Name Designated Representative: Frank McGlynn Mailing Address: Zip: 2525 Palmer Avenue, New Rochelle, NY 10801 Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: DATE: May 7, 2018 Natasha Court, P.E. Associate Engineer 6 Rase Lane 2015 IECC Energy �� Efficiency Certificate Nov 52018 ViLSUILp G RYE BRpp RatingInsulation - __..QEPAR EMENT Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling { Roof 38.00 Ductwork (unconditioned spaces): R8 Glass&Door Rating 1.11-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 Heating .. Heating System: Heil ftN0 msF1oo212pA 95. ° Cooling System: Heil Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Date: 9120118 Comments PRO-;f, j R NOV 15 2018 L,,HEK VILLAGE OF RYE BROOK BUILDING DEPARTMENT Home Inspection Services Date 7 February 2018 Kingfield Development Subject File number 5547 Blower Door Test ##6 Rose Lane Rye Brook, NY 10603 Following are the results of the blower door test performed on February 7, 2018 at the subject address. Blower door status measured 81%. (CFM50) . Air changes per hour measured 4.37 which is acceptable, NOTE: - Additional ventilation is recommend if the blower door CFM50 reading is below 100% - Additional ventilation is required if the blower door CFM50 reading is below 70%. Please feel free to contact me with any questions. Regards, Frank Giresi Reference Code ANSIIBPI-1200-S-2017 MiTek" MITek USA, Inc. 16023 Swingley Ridge Rd Chesterfield,MO 63017 314-434-1200 Re: 131700324 Kingfield"O"Cluster Cl The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by P.D.J.Components. Pages or sheets covered by this seal: 130256934 thru 130256935 My license renewal date for the state of New York is DECEMBER 31,2019. �R�_1l� AUG 3 0 2017 VILLAGE OF RYE BROOK BUILDING DEPARTMENT NEWY P vENE. F O T n w 16 R, w tP�QA do 6 6 OPE ~ June 23,2017 Fox,Steve IMPORTANT NOTE:Truss Engineers responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Pm Truss Type City Pty Kingfield"o"ClusWC113025efi349 ROOF SPECIAL '4 1 j-i2Reference Ioptionap P.D.J.COMPONENTS INC.,CHESTER,N.Y.111818 - 8.030 a Feb 17 2017 MiTek Industries,Inc. Fri Jun 23 14:23':28 2017 Page 1 I D:t7pQdaRyWPEutNRhIIzJWyCAcL4cP41 BIBcPXF56yBdibM?fxTU86PKXfCAg2?I1 z30DT -2-0-0 4-BS 7-6-6 z-0 0 4-a-s = REPAIR:MODIFY THE TOP CHORD 0-50 12 16"x 18" ScaM 1:26.9 PROFILE AS SHOWN. 11 10.00 12 a'a'a + asT as a 10 1 2 5x8 = 7 I� - 1 x3 I 3x4= INSTALL 2 X 6 SPF/DF/SP NO.2 CUT TO FIT TIGHT. ATTACH 1/2"PLYWOOD OR OSB GUSSET(15W'RATED SHEATHING 32/16 EXP 1) a.'.a. TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X 3'S-2 ROWS,2 X 4'S-3 ROWS,2 X US AND LARGER-4 ROWS:SPACED Q 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE •+' FOR A NET 2"O.C.SPACING W EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. D-BFi 4-8-5 I 74" 0-88 3-11-15 343 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in poc) Well L/d PLATES GRIP TCLL 30,0 Plate Grip DOL 1,15 TC 0.17 VeR(LL) -0.01 2-7 >999 360 MT20 2201190 (Roof Snow=30.0) Lumber DOL 1-15 BC 0.17 Vert(CT) -0.02 2-7 >999 360 TCDL 10,0 Rep Stress Ina NO WB 0.15 Horz(CT) -0.00 1 n/a n1a BCLL 10.0 0,0 Code IBC20151TP12014 Metffx-S Weight:62lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP Ni"Except' TOP CHORD Structural wood sheathing directly applied or6-0-0oc puffins, excep(PSAI 1-3 2x10 DF No2 end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. WEBS 2x4 SP No 2 REACTIONS. (Ib/size) 1=507/0-5$ (nin.0-1-8),6=578/Mecharucal OF NE� Max Uplift 11=96(LC 10),6=1 (LC 48 7) r r P '4E.N S. F C7 FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown Gj� co TOP CHORD 2-10=465121,10-11=401/25,3-4=351/117 k A BOT CHORD 2-7=91301,6-7=81304 WEBS 4-6=52 811 7 5 r W NOTES- (13-14) fi d 2 1)Wrid:ASCE 7-10.Vufl=130mph(3-second gust)Vasd=103mph,TCDL=3.Opsf;BCDL=3.Opsf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL:ASCE 7-10:Pf=30.0 psf(flat roof snow),Category Il;Exp C;Partially Exp.;Ct=1 p 0.077A 6A 3)Unbalanced Snow loads have been considered for this design. ry 4)NIA 9 FESS10 P 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. June 7 ,ZQ�7 Continued on page 2 ,&WARNING-Verify design par8rrlatars and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE M47473 rev.16t1IM915 BEFORE USE Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual bukling component,not a truss system.Before use,the buiding designer must verity I"applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal in)ury and property damage. For general guidance regarding the labricatlon.storage,delivery,erection and bracing of Maass and truss systems,arse ANSIii Quality CrKerls,DSB-89 and BC51 Building Component IW23 SwIngley Ridge Rd Safety lnfornudlon available from Truss Pule Institute,218 N.Lee Street,Suds 312,Alexandria.VA 22314. Chesterfield,MO 83011 Job Trims Trams Type all ply lcaioold"O"OUFW Ct W256934 • B1T00324 R29 ROOF SPECIAL 4 1 RaillMnce(optional) P.D.J.COMPONENTS INC.,CHESTER,N.Y.1091E 8.030 a Feb 17 2017 MiTak Industries.inc- Fft Jun 23 14-23:28 2017 Page 2 ID:l7pQdaRyWP F utNRhIIzJ WyCAcL-4cP4181BCPXF56yBdIbM?fxTU86PKXfCAg2411 z3ODT NOTES- (13-14) 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to Orders)for truss to truss connections, 8)Bearing at joint(s)1 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to Dearing plate capable of withstanding 148 lb uplift at joint 6. 10)One RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1_This connection is for uplift only and droas not consider lateral forces. 11)NIA 12)Graphical pudin representation does not depict the size or the ofientation of the puffin along the top and/or bottom chord. 13)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 14)ACCEPTED BY: DATE: LOAD CASES) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(pit) Vert 1-2>100,2-10=80,3-10=140,2-61 20,3-5-140 WARNING-V-Ny design psnametars and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE WF7473 Moor.1047.NS9f S BEFORE USE. ' Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for on Individual building oconponent.not a truss system.Before use,the building designer must verify the applicability of design parametersand properly incorporate this design into the overall S building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional lempofary and permanent bracing R AITek is always required for stability and to prevent collapse weh possible personal injury and property damage. For general guidance regarding the !Y� 1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 15023 Swirgley Ridge Rd Sooty Informal available from Truss Plate Institute,218 N Lee Street,Suite 312,Ajemndrie,VA 22314. Cttester5eld,MO 63017 rBi7OC324 TnlssType QPyKingfiald'O"CrslarClt30256935 R31 RODF SPECIAL 13 1 Job Reference(optional) P.D.J.COMPONE?ITS INC.,CHESTER,N.Y.10918 8.030 a Feb 17 2017 MiTek Indusines,Inc. Fri Jun 23 14:45',58 2017 Page 1 I D:t7pQdaRyWP EutNRhI1zJW_rCAcL-YJ_RMI5?g Bcf 2a9fippxiLr9YKrbe5Lvbs4Q8nz3NuN 5$5 8-8-8 1-0 0 l 1 86 3-11-15 -- 3-0-3 REPAIR:MODIFY THE TOP CHORD 0.so 112 Scale=1 30 5 PROFILE AS SHOWN. - 4 18'x 48' 4 -- - -T b +..r,. 10.00 12 ' 16"x 16" 10 2 1 -- 5x8 = 7 1x4 11 3z4— INSTALL 2 X 4 SPF/DF/SP NO.2 CUT TO FIT TIGHT. ATTACH 1r2"PLYWOOD OR OSB GUSSET(15132"RATED SHEATHING 32116 EXP 1) +++ TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: 2XTS-2 ROWS,2XVS-3 ROWS,2X6'S AND LARGER-4 ROWS:SPACED�q 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TOBACK FACE ++ +' FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. 1-2-14 3.11-15 3-0-3 Plate Offsets(X Y)- [3:04) 0-0-81 LOADING (psf) SPACING- 2-0-D CSI. DEFL- in (loc) Mail Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.02 2-7 >999 360 MT20 2201190 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.21 Vert(CT) -0,04 2-7 >999 360 TCDL 10.0 Rep Stress Incr NO We 0.18 Horz(CT) 0.02 6 Na Na SCLL 0.0 Code ISC2015ITP12014 Matrix-S Weight:62 lb FT=20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except' TOP CHORD Structural wood shea h rig directly applied or 640-0 cc purlins, excep(PSAI 1-3:2x10 DF No.2 end verticals. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide_ _ REACTIONS. (lb/size) 1=54410-5-8 (min.0-1-6),6=6451Mechanic:al rt OF NE Max Horz: 1=241(LC 10) .`4 •V Y Max Uplift 1=99(LC 10),6=184(LC 10) Q" VrGN �. R Q FORCES. (lb)-Max.Comp-/Max.Ten.-All forces 250(lb)or less except when shown. �+ TOP CHORD 1-2=294/7,2-10=-470/24,10-11=-437/27,34=3831136 BOT CHORD 2-7=-120/336,6-7=1191339 r Cc WEBS 4-6=-505/214 n Lu Uj NOTES- (13-14) Z 1)Wind:ASCE 7-10;Vutt=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.Opsf;h=30ft;Cat.II;Exp C;enclosed; C? MWFRS(envelope)automatic zone,cantilever left and right exposed;Lumber DOL=1.00 plate gnp DOL=1.00 BOA �p Q77Ar 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow),Category II;Exp C;Partially Exp_;Ct=1 3)Unbalanced snow loads have been considered for this design. �FeS S10 4)WA June 23,2017 ��5;)��This truss mrl has been designed for 10.0 psf bottom chord live load noncumen<with any other live loads. A WARNING-Verify design parameters and READ NOTES ON TENS AND INCLUDED MIEN REFERENCE PAGE W7473 my.1003MIS BEFORE USE. Design valid for use only w1h MiTek®connectors.This design Is based only upon parameters shown,and a for an individual building Component,not a truss system Before use.the building designer must verify the appticabifay of design parameters and property incorporate this design into the overali building design. Bracing indicated is to prevent buckling of individual truss web andlpr chord members only,Adds tonal temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 quality Creeds,D88-112 and SCSI Building Component 16023 Swingley R"Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suits 312,Alexandria,VA 22314. Chesterfield,MO 63017 JDb Truss Truss Type JC1Y Ply IQngfieId D-Cluster C1 rJ02fi035 - 81700324 R31 ROOF SPECIAL 13 1 P.D.J.COMPONENTS INC.,CHESTER.N.Y.16918 _Reference(optional) B.fYJO a Feb 17 2017 MRek Industries.Inc. Fd Jun 23 14:45:50 2017 Page 2 I D:t7pQdaRyWPEutNRhlizJWyCAcL-YJ_RMI5?gBa2a(AppxjLrgYKrbe5 Lvbs4Q8nz3NuN NOTES- (13-14) 6)"This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 talc by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Bearing at joint(s)1 considers parallel to grain value using ANSI(TPI 1 angle to grain formula. Building designer should vertfy rapacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 184 Ib uplift at joint 6. 10)One RT7A USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only and does not consider lateral forces. 11)N/A 12)Graphical purkin representation does not depict the size or the orientation of the pudin along the top andlor bottom chord. 13)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 14)ACCEPTED BY: DATE: LOAD CASES) Standard 1)Dead+Snow(balanced):Lumber Increase-1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-2=103.2-10=-80.3-10=-140,2-6=20.3-5=-140 ,&WARMING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE MI-7473 rev.111 iRdl6 BEFORE USE. Design valid for use only wan Wen&connemors,This design is based only upon parameters shown,and Is for an individual building component,not a buss system.Before use,the building designer must veiny the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only_Add Hiona{temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erasion and bracing of trusses and truss systems.see ANSIRPII quality Criteria,OSB-89 and SCSI Building Component IW2a Swirgby Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 N Z o mm a Q fn Q Gl m N fIJ N p U LL m d a a m c o U c n m a m m o m mt5 c m w m c c ° m o o m i o 3 m N ai 'S �. = s mU 4^Y/ cn E t11 ro a o 0 0 m m a ..! •y n s n Y 7 mm mro_ ca 00 cro -LL m cm o� �� C) um � >m� tW °m mma 42n $n cm mm �� mm ecnID m m a m i rn a oa e c w ;t 2 m '� ola v C7 o Q _ L I_ 3. m'-° m G a m G Ol C fl) m m m G a@ a m O m m N E€ Ol C _ ro c- v v a m - ro m a5 a Z o c vl m a 9 m om> m O R] �m .Nvm � o o. "-'vi oo>. 3v EE m sp1 omrn ium maH v� ro ro r m ro E m c yrao � =TnA., (n S,C a mO ` m -cn o a m oE 20 m O .00 m. mrmfam>Y maaemm7 OomE a m a 0% Gccmcn myyQmO a- ° t° c o Em ` c m Cy O w m m m y co ° e 3 o o m o c L ° CY) E L l UO - �p - Oc C c E �O S E 0) Z ya 0 a m 2a ro Ei E m E a o mm m Zmi d U d oa O c7 7m� U m m U CD LL 0 < � t6 m .U- yG , N aa0Ha dot co 13 o V S-qo LO F j m U W O Cn CD G //�. m U ofz ID CD O ' 01 C7 LL O CD m W Z ' c D F0 W co N C C O N\\ w= m coa y}�� F W W O U w c a Couj C7 F �D N gip` �z z Q ayM 3 o s .� Z; m W a) N L mY v) w U Zj C O �� 10 ti � .� © ■� E oLU v) m n 'L a v00 iw -j<n G a niw �.N `� m R a ry �q o� ry c:U o mvi M CD m F¢) x w - _ >m Z W pu Lo L0 � (ifN a -0Q1 wcZ J U Q w ,) ( - 'cW= a' a) -w N � mm U � �� LU V) O C .L W u7 C Zj� � m 0 w �l.mj � .� d w` OaOHO d01 Q F U z a w w --j 0 aa) O D cm ° -C C - CD U O �61 OC ` LECVO OC ) Zy CD Vor_ ° C ,.oUV-E c In ro C Nc 2 - -) L CNa U c Vola n QI ^^ O w c c m�ELna o 06 ° 60 ozo � c0, ~ ° W o2o �a15 'o.o O Em-0L O lG n ENU N O m CO U NN E a) al ° al ° o 8 n E m -° ~ycO 22 y � r, U � �2 � v U) a` x E ° m °Z m f6 0., t4 rn C al OC m cm: w ° Cc) 1 � -E UZo Z oN a CDc Ucr m (m°ap 3Hm2�5 w9 C O `p N CO cZo omc7sU J I I o ro rn ` m ; - /^ a w a w d ~ Q U) m LU rn I m LAAJ J f� Q CO m N Nip, MiTek it MITek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: B1700324 Kingfield "O"Cluster C1 The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by P.D.J.Components. Pages or sheets covered by this sea]: 129505555 thru 129505582 My license renewal date for the state of New York is January 31,2020. L —�� AUG y 0 2017 01F NEWr \/ILLgGE OF BU E$ROp �Jp;N GAR�,,9 0,9� ILDING DE RYPAR7MEN7 r [[ n W LU v 9pPe :s, �P April 7,2017 Garcia,Juan IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Trust Truss Type Qqn Ply IthpBsld RY Ckwler C7 1�08558 B1700324 H02GR HALFHIPGIRDER f R t P.D.J.COMPONENTS INC., CHESTER,N.Y.10918 8.010 n Apr20 2016 MiTak Induskiw,Inc. €rl Apr 0710:55:22 2D17 Paps 1 ID I.7pQdaityVYPEIAM rajWyCAcL4aA Bmf&WYJ977EI%Sg_sPUp?TPGSJgRtXLzTu 1" 60 1 5-" 9-114 / 44.1 44 14-0 a-7-10 3.74 1.74 1.6f0 4-4 S" 51d_ 40= Sam•I151i.f 5 1136 E 10.00�12 // 3el = 4 ia6 a 3e4 0 a tx9// 3 4A9 Sl9s= 4xt— TE 2 1 l 4 f0 9 e 7 1 f 316 II 5x14 II 4xe= C �T' Iwo �t� � T 2 t44 e-4A blt4 124113 1447 1-Fe }7-1g 9.7; y.7.91D T d-a-e Plate O fseta(R Y)= 12.0510 Edoe1 13.034 0-3.8L 14,0440-2-8) 15.044 0-2-01 r7:E4fe.Q:H1.r9:0- LOADING (psi) SPACING- 24-0 CSI. DEFL. In (lac) Vdad Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.1.6 TC 0-77 Vert(LL) -0.09 9 499 360 MT20 2441190 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.31 Vert(CT) -0.13 9 >999 360 TCDL 10.0 Rep Stress Ina NO WS 0.96 Hcsz(CT) 0 04 11 n/a n/a SCLL 0.11 Code IBC201bfTP12014 matrix BCDL 10.0 Weig hC 367 Ib FT=20 LUMBER. BRACING- TOP CHORD 2x8 SP No.2-Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 5-6:2x4 SP No.2,1-3:2x10 SP 240CF 2.0E except end verticals. BOT CHORD 2x8 SP 240OF 2.0E'Except* SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 6-7:2x4 SP No 1 WEBS 1 Row W midpt 6.7,4-8 WESS 2x4 SP No.2 Except' 6-11:2x6 SP No.2 REACTIONS. (lb/size) 1=2%=-5-8,11=3870r0-5-8 MaxHcrz 1=576(LC10) Max Uplift 1=827(LC10).11=1841(LC 10) Max Gray 1=3096(LC 26).11=4524(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 1-2-1762J431,2-3=5323/1546,3-4=-4358/1345,4-5=728/158,7-1 1=1 769/4354 BOT:CHORD 2-10-1758/4266,9-10=176714296,8-9=-1274/3164,7-8=18(V443 meS 3.9=-1492/649,44-2499/BS00,4-6=5465/2196,5.8=116913028,5-7--2 8 2 711 1 54, 3-10=214/670 NOTES- (13-14) 1)2-pty truss to be connected together with 10d(0.131'x3")nails as follows: Top chords connected as follows:200-2 rows staggered at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 OC,2x4-1 row at 0-9.0 oc. Bottom chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows 2x4-1 row at 0-9-0 oc,Except member 4-9 2x4-1 row at 0-2-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front IF)or back(B)face in the LOAD CASE(S)section Ply to ply connections have been provided to distribute only loads noted as(F)or(8),unless other ise indicated. ®F NE Iw,r 3)V*Td:ASCE 7-10,Vuh=130mph(3-second gust)Vasd=103mph,TCDL=3.Opsf;BCDL=3.Opsf;h=30h;Cat 11,Exp C,enclosed; 'i �. MVVFRS(envelope)automatic zone,cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1 00 �1`"\ J04 GAP 0 4)TCLL ASCE 7-10;Pf=30.0 psf(flat root snow);Category 11,Exp C,Partially Fes.;Ct=1 5)Unbalanced snow loads have been considered for this design, 6)Provide adequate drainage to prevent water pondrng. # 1 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads r— IS 8)-This buss has been designed for a live Wad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1W will fd between the bottom chord and any other members. Tit 9)Bearing al joint(s)1,11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should ve* capacity of bearing surface 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1841 Ib uplrh at joint 11 11)Two RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at it(s)1.This connection is for uplift R 1`` only and does not consider lateral forces. GfiES SI QN 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5501 lb down and 2109 Ib up at 6-11-4 on bottom chord The deslgniselectron of such connection device(s)is the responsibility of others. ApM 7,201 T ,hou WARNING-Vonly dalen pararr,.r«a a.d READ NOTES ON TFNS AND INCLUDED WTEK REFERE14CE PAGE W 7473 W,MON2015 BEFORE USE, Des.y�t+-.+ia Ent me onry wth MTeN6-rMCtrns This design is posed ddy upon parameters ahtnen,and iv fdi an indW,n1l owld7hg cmnponent cat e Puss systvr•,Bolen use,the budding ddaigrer aa.at vedtyttle app9wdlkty of design pa—alem ara prnmity Incorporate this design irtu the:r all buldirg nesign eracaay ind waled a so pn:vdn;tucklug of Mavidual truss woo entlrcr dlortl me mbcrs only.Addibcnnt temporary and pmmanent draUng Miiek' i5 a wayS reGutreid Ix sladlay end Io Prnt t-0aPe0 w9h possit+ie personal Iniury and property damage.For gene,al gubancs regarding the rabnwllon 91wage delisery erection and bramg or misses arid truss ayueota,we ANSUrP11 oualmy cnrena,OBB49 and SCSI Building Componsnl lee23 ewln*V Rid"Rd Salary Irt/ormanon aviilade from Truss Plate Institute,218 N.Lee Street,Suite 312,Alev%ndna,VA 22314 cheg~mo GM7 Jab True 81700324 H03GR GABLE rIw Typis 1� It7ngRald"O"Cluster C1 129505558 1 bRefQrgr�ct.c�.tianal_,- P.D.J.COMPONENTS INC„ CHESTER,N.Y.10918 8.0102 Apr 20 2018Ill Induslree,Inc.Fit Apr07 10:515:24 2017 Papa i 10:17pOdaRyWPEuWRhIWWyCAcL{aXVsN VVUM1Xol OJ8G9sMBP)kYTb_tOBHdewjbOzT71H f eaa tact f!a 7-f _ 124-13 _ u.a7 '1�-01 1-se r s-s-•1 ss-e - 1-6foes-� exe= 5xe = Scale=10 1 3 4 27 5 1n.00 F1T r _�� I ff 8xt2 ii � — Ll 44 = 30 = 4xB - 2 � a� 22 23 24 8 25 2e 7 3x4 =US- t-ea a+-e-0 0.�-tom 1241-13 -g.Q{ 6.ba 1-L10 1-2_ra Plate Offsets X,Y}- 12:0-7-1 W--gC 130-5:8.Edgel.14:0+e.Edeal.lb:0.4.0.0301 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lld PLATES a" TOLL 30.0 plate Grip DOL 1.15 TC 0.99 Vert(LL) -0.11 2-8 >999 360 MT20 220(190 (Roof Snow-30.0) Lumber DOL 1.15 8C 0.69 Verf(CT) -0.15 2-8 >999 360 TCDL 10.0 Rep Stress incr NO WB 0,ea Hoyt{CT) 0 06 19 n1a n1a BCLL 0.0 ' Coda IBC20157TP12014 Mau" VVelght:1831b FT-20% BCDL 100 LUMBER- 8RAC8iG- TOP CHORD 2x4 SP No t'Except' TOP CHORD S(ructural wood sheathing directly applied or 2.0-2 cc purlins, 4-5:2x4 SP NoZ 1-3:2x10 DF No.2 except end verticals BOT CHORD 2x4 SP No 2'Except' BOT CHORD Rigid ceiling directly applied or B-0-15 be bracing. 2-6:2x6 SP No.2 WEBS 1 Row at midpt 5-6,3-7,4-6 WEBS 2x4SPNo.2'Excil 5-19:2x6 SP No.2 OTHERS 20 SP No 2 REACTIONS. (Iblsize) 1=1 02 510-5-8,19=2135*-5-8 Max.Herz 1=563(LC 10) Max Uplift 1=350(1_C 10),19=-1231(LC 10) Max Grav 1=1436(LC 2%19=25°7(l_C 26) FORCES. (lb)-Max Comp./Max.Ton.-All farces 250(lb)or less except when shown. TOP CHORD 1-2=7 7 211 9 1,2-3=16031270,3.4=-566/66,&1 9-76511 3 66,5-19=1370l53e BOT CHORD 2-8=-6 8 711 209,7-8=-M/1224 WEBS 3-8=2781523,3-7=1376/782,4-7=-507t919,4-6=1 22 816 93 NOTES- (15-16) 1)Vv1nd ASCE 7-10,Vufl=130mph(&second gust)Vasd=103mph.TCDL=3 Cpsh BCDL=3.Opsf,n-3011;Cat.II:Exp C:enclosed; MV4FRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00 2)Truss designed for wind loads in the plane of the truss only For studs exposed to rind(normal to the face).see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSt7TP1 1. 3l.TCLL ASCE 7-10,Pf=30.0 psf(flat roof snow);Category II:Exp C:Partially Exp.;Ct-1 4)Unbalanced snow loads have been considered for this design. or- NEW y 5)Provide adequate drainage to prevent water ponding. 6)Ail plates are 2x4 MT20 unless otherwise Indicated. �' 034 GA,q O 7)Gable studs spaced at 2.0-0 cc ISO� �J �9 1p 8)This truss has been designed for a 10 0 psf bottom chord live load nonloncunent with any other live loads 9)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide * It will fit between the bottom chord and any other members. r" Q 10) Bearing at joint(s)1,19 considers parallel to grain value using ANSUfPI 1 angle to grain formula. Building designer should verity n LLI capacity of bearing surface. 11) One R77A USP connectors recommended to connect truss to bearing walls due to UPLIFT at]I(s)1,This connection is for uplift only and does not consider lateral forces. C? 12)Two RT16A USP connectors recommended to connect truss to bearing walls due to UPLIFT at it(s)19,This connection is for uplift ��A 0.08 �lr� only and does not consider lateral forces, 4 13) Hanger(s)or other connection devlce(s)shall be provided sufficient to support concentrated load(s)1282 lb down and 491 lb up at R�FES SI ONP 14-3-4 on top chord,and 220 lb down and 184 Ib up at 3-0-0 81 lb down and 80 lb up at 4-5-4,81 lb down and 80 lb up at 6-5-4, 81 lb down and 8010 up at 8-5-4.and 81 lb down and 80 lb up at 10-5-4,and 81 lb down and 80 lb up at 12-5-4 on bottom chord. April 7,2017 ,&WARWNG-Verify di pervw 1—and READ NOTES ON TMS AND fNCLUaED 11111M REFERENCE PAW"I'M73 rw MV-7,206 BEFORE uSE. Design vend far use only ven re Toeli corridors.Tills deb so is tried only upon yerameten shuwn,and Is for en indivlival building component.not a buss system..Before uw,tor.building designer rnusf verify the appliCAbilly of design parameters arw properly inrorporele this design into the overall 10 bulorgdesq;n BrerNg Uwkaled is to prewnibnrklog oisidivduelbliss woo andforchom memba•sonly.AddNNanai lemporry end permanent bradng MTek is always requ red for 31auNly and to prevent oolapsu wai poselbia personal mi eta:pinpedy damage.For general guuance mg—ong the labnFeli-aldmgellvery,,i etedieo and bos ing of"Sees arm bugs il"Ienis see ANSUTPII Oualxy criteria,OSB49 and SCSI Building Component 19gi39wggiay Rldot rid suety asdernastion innol9ble foam Truss Plato Institute•218 N.Lee S1reel.Suite 312,Alexandria VA 23314 ChwdlMbld,M0 a3g7 u Job Tlusa Trams Type tagr IOnaiNd"D"C1aMr C1 129505557 __] B1700024 H04GR HALF HIP GIRDER 1 q P.D.J.COMPONENTSIHQ," CHESTER,N.Y.10918 8o10sApr2o2016MfrdtYiiisbbs,Inc. FdAprO710:56:252017Paga1 IDiTp4deRyYYPEuW€016zJWf ruC-D*cdoCwNah ?O?L"G oBs iZS6ta65PpozTliF It 1 I 611.4 t 12411 15-4-7 1 16-58_-� 1-0-0 18� }7-f0 }TJ 3-7-9 2-" }t-1 50 _ 8W= sews a 1:62.3 6 lee atio 12 436-f 15 4 rl 3xf 5sr r ad 1 d 1 Eli -3- 2 4 __ 13 j dt z14 3 11 1c 9 9 17 7 318 it 101 3 5A_ 3xO I♦�� 1-0-0 }7-to 37� 3-7-0 2-9-9 3-1., PlateOffsi i2.0.888t4ge1 13-0-300-3-81 f441-40-2-0a I§k1-8.E g4] f10:03.80-"l LOADING (psf) SPACING. 2-0-0 CS1. DEFL. In (lob) Udall Lld PLATES GRIP TCLL 30.0 Plate Grip DOL i.15 TC 0.44 Veet(LL) -0.10 10 -999 360 MT20 244/190 (Roof Snowi 0) Lumber DOL 1.115 BC 0.28 Vert(CT) -0,16 10 >999 360 TCDL 10.0 Rep Stress Iner YES 10 0 68 Horz(CT) 0.07 13 nla n1a 8CLL 0.0 ' Code IBC2015rrP12014 Martini Wlalght:586 Ill Fr in 20% BCDL 100 LUMBER- FIRACING- TOP CHORD 24 SP No.2'F_xoepC TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puxfins, 5.6:2x4 SP No.$1-3:2x10 SP DSS except end verticals, BOT CHORD 2x8 SP 240OF 2.0E BOT CHORD Rigid Ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP Ni WEBS 1 Row at midpt 6-12 OTHERS 2x4 SP Ni REACTIONS. (lb/size) 1=117610-5-8,13=3909iO-3-8 Max HDrz 1=564(LC 10) Max Uplift 1=-1574(LC 10),13=1705(LC 10) Max Grav 1=4974(LC 26),13=4355(LC 25) FORCES. (1b)-Max.Comp.lMax.Ten.-Ad[forces 2501 or less except when shown. TOP CHORD 1-2=28 3617 8 9,2-3=892712976,3-4=756312619,4-6=-3427il I96,5-6-2 54411 00 9 BOT CHORD 2-f 1=2 91 017204,10-11>:-292817257,8-10-222516689 WEBS 3-1 1=40411 158,3-1 0-21 9 719 2 7,4-10=2860(7437,4.8=-606812 422,5-8=-60711743, 6-8=-192114853 NOTES- (13-14) 1)3-ply truss to be Connected tog elherwith IOd(0.131"x3")nails as follows: Top chords connected as follows 2x10-2 rows staggered at 0-9.0 oc,2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 oc. Bottom chords connected as follows 2x8-3 rows staggered at 0-5-0 oc. ,Albs connected as follows:2x4-1 row at G-9-0 oc.Except member 4-10 2x4•2 rows staggered ad 0-4-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(8),unless otherwise indicated. 3)Wind.ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph,TCDL=3.Opsf;BCDL=36psf;b=3C8;Cat.tl;ExpC;enclosed; �! OF NEIw,Y MWFRS(envelope)automatic zone,cantilever left and right exposed;Lumber OOL=1.00 plate gnp DOL=1,00 4)TCLL:ASCE 1-10:Pf=30.0 psf(8a1 root snow);Category II,FF,tp C.Partially Exp.;Ct-1 �P Jp„N1 Gq/ie/ 0 5)Unbalanced snow loads have been considered for this design. } '9 6►Provide adequate drainage to prevent water ponding. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads- 8)'This truss has been designed for a live bad of 20,Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide r- cc will frt between the bottom chord and any other members.with SCDL=10,Opsf 0 � 9)Bearing at joinl(s)1,13 Corirg parallel to gram value using ANSIITPI,angle to grain formula. Building designer should verify fn capacity of bearing surface. J Z 10) L(3T3-5DS2.5 Simpson Stror ie connectors recommended to connect truss to bearing walls due to UPLIFT at 7t(s)1 and 13. 0 k Th,s connection its for uplift only and does not consider lateral forces. dA •0800g 7!i 11)LGT3 Hurricane ties must have three studs in line below the truss. 12) Hanger(*)or other connection device(*)shall be provided sufficient to support concentrated loads)6931 Ib down and 2658 lb up at AQfi SSI0N� 8-11-4 on bottom chord. The desigrvselection of such connection device(s)is the responsibility of others. 13) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. April 7,2017 aaaaa OATF WARNNG-V-Yy deign parvrroha and READ NOTES ON TMS AND INCLUDED W TEK REFERENCE PAGE I101.7473—flYGY2015 BEFORE 1y1 USE. ' 6eslgn vWd rot wee on.y wen Mtrexde cormedo^s.This d-li ie based arty upon parameters shown.and is for an IndMduai bvildh ij—went.nor a tn15a system.eafare use.the b"rding aestgncr mull verity the wpji b,ay o,design parspn iela and pmperly—rparere this design into ine overall MAN building despn Brarrrq Indknied Is to orewnl IwcYdmq of intlividual truss wed erailor criurd members only.Additional tompprery end permanona breunq elk' Is always requnmi for 3121 and A prevent collapsu wm possible poraonat injury and psope4y damage,Fr"general guidance regarding we fabnratrun,siarage,de-iwry,eredlnn ant b—ild"drosses and puss ayslenm.sae AN50PH Quality Criteria,DSB-59 and SCSI Budding Component 19023 Swingley Rldga Rd 3araty If"Matilm available ai Tnsss Plate Insgtute.218 N.Lee 5treat Suite 312,Alexandria,VA 22314. Chesterfield,M063017 \ l Joc Tress Tens Typo Oily Ply IOrlghold'0"Cluster C1 629606 i58 81700324 1108 Half Hills 1 1 _ Job Rsler6rgs foobonoll P D.J.COMPONENTS III CHESTER,N.Y.10918 8.010 a Apr 20 2016 MiTek InArshias,Irv. Fri Apr 0710:156:27 2017 Pape 1 ID:t7pCdsRy44PELOMkJWyCAeL-hFA?MFSSBWmtBc6fl(o1 LEwhal4YDPMNCYME 1 124-13 ,} AC-5-8 -- i o twee ss a sa-4 r 10-t t 4114= 7x12 MT1 OHS- Bode 1:02.0 10.00 12 4 14 13 ex12 MT10HS 4 Sx4= 3 r WAIII U4= : 3,, 2 _ e 7— 1s a 1 ,x9 II 3x4= Illicit == Um= 1+e aFy �_ 744 1za+a 1ss a _, S'.a 6AA 1 61Q11 Plate Olfsels{x_V}- _�3a}4 B.Edael.f3:0-S4,Edael.[5 0 6 B,EdgeJ — LOADING (psr) T_ TCLL 30.0 SPACING- 2 0-0 CSi. DEFL. in (loc) UdeO Ud PLATES GRIP (Roof Sndvr300) Plate Grip DOL 1 t5 TC 0.92 Vend -0.11 2-9 >999 360 MT20 22N190 TCDL 10.0 Umber DOL 1.15 BC 0.62 Vart(CT) -0.16 2.13 >999 360 MT18HS 220r190 BCLL 0.0 Rep Stress Incr NO VI113 0,91 I HOrgil 0.10 11 n/a n/a BCDL 10.0 Code IBC2015lTPl2G14 Matrix-S Weight:152 Ib FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP DSS'Except' TOP CHORD Structural woad sheathing directly applied or 4-7-1 oc purlins, 4-5 2x4 SP No.1,1-3:2x10 OF No.2 except end verticals BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-3-14 oc bracing. WEBS 2x4 SP No 2 WESS 1 Row at midpi 3-7,4.7 OTHERS 2x4 SP No.2 REACTIONS. (€Wsize) 1-931M-58,11-2264/0-3-8 Max Hors 1=565(LC 10) Max Uplift 1-205(LC 10),11=1011(LC 10) Max Grav 1=1404(LC 26),11=2544(LC 25) FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(Ib)or less except when shown TOP CHORD 1-2=76 311 5.2-3=178W17,3.4=-10461200,4-5=5 5 712 5 1 BOT CHORD 2-9-03011337,7-9-529/1341 WEBS 3-7e-10SW515,5-7-424/927 NOTES- (12-13) 1)Wind:ASCE 7-10;Vuit=130nri(3-second gust)Vasd=103mph:TCDL=3.Opsf;BCDL-3 Cps(.h-30ft.Cat.II;Exp C;enclosed. MVUFRS(envelope)automatic zone;cantilever left and right exposed.Lumber DOL=1.00 plate grip D(X=1.00 2)TCLL:ASCE 7-10,P1=30 0 psf(Oat roof snow);Category 11;Exp C.Partially Exp.CI=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water pending. 5)All plates are MT20 Plates unless otherwise indicated. 6)This truss has been designed for a 10.0 pst bottom Chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tail by 2-0•0 wide OF N E r, will fA between the bottom Chord and any other members,with BCDL=10.Ops1. •V �- 8)Bearing at joint(s)1,11 considers parallel 10 grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify �P� JO GA 0 . Capacity of bearing surface. 9)One RT7A LISP connectors recommendeo to conned truss to bearing walls due to UPLIFT at Jt(s), This connection is for uplift only and does not consider lateral forces. * (. 10)Two RT7A USP connectors recommended to connect truss to bearing walls due to UPLIFT at It(s)11.This connection is for uplift r— only and does not consider lateral forces. (") 11)Hanger(s)or other correction device(s)shall be provided sufficient to support concentrated load(s)1552 Ib down and 595 lb up at T(1 1"-4 on top chord. The design/selection of such t onneclon device(s)Is the responsibility of others. 12)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN--PLEASE VERIFY ALL INFORMATION. N 13)ACCEPTED BY: DATE:_ -_ — DA 0.080og� 7!i V LOAOCASEJS) Standard 9a� S�teNP April 7,2017 ts %� °a e 2 - — le s �Isotll� ki,WARMMO-irhri/y lbalps paramnr.n and READ N°rEs ON 7M5 AND INCLUDED ABTElr REFERENCE PAGE 11014 r2—1041IMS BEFORE USE Design vasty for use only eeah Milrekm mnne tins.-h,s design is hosed."LP-paramete+s ahven,and is for an iMivduel building ocf'tponem,Got -system.Before use,the D iti design.,mus;—ify Me appacabi tty of design paiametens and properly ineo'Porale this design into the e-ral budding design. elacing Irelealtd s to I —1d tr k11ry of IndNMuel uusa wan endroT nord mono nly.Addttlonal tenvorery AM pefman-1 txAfirg M iTe k Is ahYPys required for vainky and to w"enl cogapse wars possciv penand mtuy and pfopedy damage-Far general guWanee reparrlm4 the lalxlralair.siwage,deavery,erection and brecoo of tfasses Rod buss systems.eon ANSM11 pwety Criteria,DSB�B and Best Budding Component 16073 Swingtey Rage Rd saraty IrVm outsnn avaaable from Tress Plate Inaet le.21e N.Lee Wants.Suxe 312.Alecandria,4A 2231a. Cnesta inid,MO 6309 Jab Cale, Ply Wng%ld Nr Clwlar C1 81704 rHa:" y 12 i Rafeferwe foptktna� P.D.J.COMPONENTS INC., CHESTER,N.Y.10918 6.010 a Apr 20 2016 MiTek Industries,Inc Fri Apr 07 10t.56--29 2017 Papa 1 fD:t7pOdaRyV4P`EuINt7fdWW-yCAcL4"DUdvmJThvSOOOOZLFu0P50Yp_RsYmuwk zT71D 14-" r14Fal it i 7.1i I ids 1 T 1414 tSi4 SH 1-o-1006 eats= = Seale a 1:91,9 10.00 12 4 11 6 _Na4= bA2� � — _ o 436 81A 4 _ 2 I 1 H 0 7 8 r� ax 1X3 SI U4=4A= `l(� 141-6 t4�.a 1 I-1-0 124-13 t4�47� Q.g 5.6.4 SS4 1' -6100'b-a 1-2.14 Plate Offsets!X Y)-- 12-•0.3.10.EdaeL I3:0-",Ed13el 14:044Edge) !0-4-0 0-3-01 LOADING (psf) SPACING- 2-00 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 1.00 Vett(LL) -0.07 2-8 >999 360 MT20 2"190 (Roof Snow-30.0) Lumber DOL 1.15 BC 046 Vat(CT) -0.11 2-8 >999 360 TCDL 10.0 Rep Stress Incr NO VVB 0.97 Horz(CT) 0.05 9 nla nla t& 100-0 0 Code IBC201&TP12014 Matrix-S V1bigM 1491b FT=20°h LUMBER- BRACING- TOP CHORD Zx4 SP No.1'Except` TOP CHORD Structural wood sheathing d rectly applied, except end verticals. 4-5:2x4 SP No.2,1-3:2x10 SP DSS SOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 5 5,4-6 WEBS 2x4 SP No.2'Except' 5.8:Zx6 SP No.2 REACTIONS. (Iblslze) 1=68810-5-8,9=200510-5-8 Max Harz I=563(LC 10) Max Uplift 1=73(LC 10),9=1044(LC 10) Max Grav 1=10991LC 26),9-2472(LC 26) FORCES. (ib)-Max.Comp.lMax.Ten.-All forces 260(lb)or less except when shown, TOP CHORD 1.2--664139,2-3=1248/0,3.4=519114,6-9=52511095,5-9-1525/589 HOT CHORD 2-8=-44 11914,7-8=441Y918 WEBS 3.7=10201492,4-7=272I700,4-0=1055(501 NOTES- (1 t-12) 1)Wind ASCE 7-10:Vua=130mph(3-second gust)Vasd=103mph;TCDL=3.Ops;BCDL=3,Opal.h=30ft,Cal.II;Exp C;enclosed; MVWRS(envelope)automatic zone;canbiever left and right exposed;Lumber OOL=1 00 plate gnp DCL=1.00 2)TCLL'.ASCE 7-111;Pf=30.0 psf(flat roof snow);Category it:Exp C;Partially Exp;C1=1 3)Unbalanced snow toads have been considered for this design 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chard live bad nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. r- NE 7)Bearing at joint(s)1,9 considers parallel to grain value using ANSI/TPI t angle to gram formula. Building designer should verify �� Gpae �rO capacity of bearing surface 8)One RT7A USP connectors recommended to connect truss to hearing walls due to UPLIFT atjt(s)1.This connection Is for uplift only eq and does not consider lateral forces. 9)Two RT16A USP connectors recommended to connect truss to beallfig wells due to UPLIFT at jt(s)9.This connection is for uplift only and does not consider lateral forces. r" Q 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1453 to down and 557 lb up at C 1 tW 14-3-4 on top chord. The design/selection of such connection device(s)is the responsibility of others. TA 11)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. - k '� 2 12)ACCEPTED BY: DATE 1p 0 no LOAD CASE(S) Standard N' 1)Dead+Snow(balanced):Lumber increase=1.15,Plate tncmase=1.15 g�"ESS10 April 7,2017 ,N WARNING-VarW d-lan paramatere and READ NOTES CN TWS AND INCLUDED WFEK REfEA&Xt PAOE W7473 rev.1010112015 BEFORE USE. U Dn.Inn br use dniy w6h MRek®connedvrs.This dns�an b based only upon pararrlelem shown.end is ivr en IndtMual bu.idlrg component,rot n t ss system Before use,the bufding designer rwsr vrdfy the appl4catrrNy of deagn paRmeteR and pmpeny Iroerperote the daay cola L1a over0 b Yl.ng dcsign emr g indi ledmtop4ovenitucklingarindtvoumilrysswobwdPar&odmembenoqly.Addrdonal lemwn ry end prn ownl bmdng MiTe k K o7way5reQuhed for slatnrey end to pmV nt WilaMe wah passible personal Injury end ptopenydamage.Fttgeneml.gudance reoa^d rg the rabri-W,storage,0eavery,ere t on and braang oft--and WAS systems,see ANSUM11 aualrty Cutene,D38-e5 end 801 Building Campaneret 16023 Swingley Ridge Rd Safely Infotm4tloe avidatde hom Trvss Plate Inshhnn,213 N,Len Street 6ude 312,Al uirdna VA 22314 Chesterfield.Ma 63017 Jab JTWW �Trusis Type 10ty Ply Kingfield"O"ClusWCl 129505560 01700324 H09 GABLE 1 1 Reference(Qptionel P.D.J.COMPONENTS INC., CHESTER,N.Y.10915 9.010 s Apr 20 2016 MiTek Industries,Ira. Fri Apr 0710:66:90 2017 Pape 1 ID 17pOd&%WPF_uWRhllzJWyCAcL5hs7eel7RNZ.ABEcmVrQlOgaaatoPH2J904N1ptzT719 .0.o all-t3 t2e-t3 tt�Q 401 at1-t3 I —` 6•7wO €tart ex5= tam II Scale+1:58.2 s 10 29 11 10.00 12 N1 A4- 3,4 11 3x4== r 13x4= � 21 5x8 Ar' 3W 19 1e 17 to 1s 14 13 12 3x4- � 1$e lean M-0.2 4.2.14 Plete Offsets IX Yt L6:0 4 6 F_daeei - LOADING (pst) SPACING- 2-0-0 CSf. DEFL. in (too) Udall Lld PLATES GRIP TCLL 30•0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) We We ON MT20 2201190 (Roof Snow=30.0) LumberDOL 1.15 BC 0.05 Vert(CT) n!a Will 999 T L 10.0 � Rep Stress Incr YES W8 037 Htgrs(CT) A.00 19 rile rile SCLL 0.0 ' Code IBC2015/TPI2014 MffiriatS Weight:`.95lb FT=20% BCOL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. 1-5:Zx10 DF No.2 except end verticals. BOT CHORD 2x4 SIP No.2 SOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing, Except WEBS 2x4 SP No.2 1040-0 cc bracing:2-20,19-20. OTHERS 2x4 SIP No VuEBS T-Brace: 2x4 SPF No 2-11-12.10-13,0-14,6-1 S Fasten(2X) T and I braces to narrow edge of web with 1 Od (0.131"xV')nails,51n o.c.,wdh 3in minimum end distance. Brace must cover 90%of web length. REACTIONS. All bearings 18-5-8. (Ib)- Max Hors 1=565(LC 10) Max Uplift All uplift 100 lb or less at Joints)12,2,13,14,15 except 1--106(LC 8),17=178(LC 10),18-160(1_C 10),19=226(LC 10),20-176(LC 10) Max Grav All reactions 250 lb or less at joirl 12,15 except 2aul 26), 1=340(LC 10),13=328(LC 25),14=357(LC 25),17=375(LC 26),18=319(LC 26), 19=372(LC 26),20=362(LC 26) FORCES. (lb)-Max.Comp/Max.Ten.-All forces 250(lb)or less except when shown- TOP CHORD 1-2=-6581266,2-3=5991246,3-4=46 412 0 5,M6=291/153 WEBS 10.1 3=29019 3,9-14=-316/103,7-17-335/187.6-18=-278l172,4-1 9=3 3 712 3 8, 3-20=309/1191 NOTES- (14-15) 1)Wind:ASCE 7-10,Vuh=130mph(3-second gust)Vasd=103mph;TCDL=3,Opsf:BCDL=3.0psf;h=30ft;Cat.II;Exp C;enclosed; MWFRS(envelope)automatic zone;cantilever left and right exposed.Lumber DOL=1 00 plate grip DOL=1.00 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry �r a NEt•, Gable End Details as applicable,or consult qualified building designer as per ANSIfTPi 1. 4 �Y 3)TCLL:ASCE 7-10,Pf=30.0 psf(fiat roof snow);Category 11;Exp C;Partially Exp.;Ct=1 ��P GA% 0 4)Unbalanced snow loads have been considered for this design, 5)Provide adequate drainage to prevent water ponding. 6)All plates are 2x4 MT20 unless otherwise indicated. # 7)Gable requires continuous bottom chord bearing. W 8)Gable studs spaced at 2-0-0 cc. 0 9)This truss has been designed for a 10.0 psf bottom chord live load nenconcurrent with any other live loads. 1n - 2 10) 'This truss has been designed for a INe Will of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ti will fit between the bottom Chord and any other members. 11) Provide mechanical connection(by others)of truss to bearing pfate capable of withstanding 100 lb uplift at jotnt(s)12,2,13,14,15 �� '0.0800% 4 except(jt=lb)1=106,17=176,18=160,19=226,20=176. 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1 gQfiES510�� 13)Warning.Additional permanent and stability bracing for truss system(not part of this component design)is sways required. 14) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. April 7,2017 1 wARNdaG-Varly daargn pia—tars and REAP NOTES ON ills AND INCLUDED Mf1EK REFERENCE PAGE PR/-7473 wv.7aVJV2015 BEFORE USE. oesgn.�Id for use only with MT ka dcdrerlhl s This design Is based only upon panmeiers ahawn.and Is for an indmilual budding eomrwnam.no; a tress system.der —,the-king designer must verify the appfraMldy of design p4rameters aria property incorporate this design,nta the ovedi budding design Braurg ridi t d to proventbucidr+q cf indivaui tmas oh andlar chard members omy Addidouar t—rion y anti pelmaneni orating Mi7ek .always qqul,rul far s!abldy aria fa preve11cn9apse with possible personal inlary and propertydaritege.Forgeneral guidanta regadrg tha fah—lion and-epe,deli eery,ered—and bracing ofinisses aria truss systems.see ANSUVI1 quality Criterw DSa419 and SCSI Building Cpmpanem 1se23 Swnglcy Rhtga Rd safety Irdormatim evailahle Son Truss Riede Instftie 21e N.Lee Armor,Guile 312.Alazanda9,VA 22314. Cheate-fald,MO 03017 Job rise Type Oti f'b KMrI/ield"0"Ckasirw C1 095055a1 81700324 J118 Jedt-Cbsad 7 1 Job Referwxa P.O.J.COMPONENTS INC., CHESTER,N.Y.1091a e.010 s Apt 20 201 a MiTsk Industries,irla Fri Apt 0710.55.312D17 Pepe 1 ID t7plldsRyWPEutl�911trJWyCAaL-LOVltwmlChhlkOBPYxQWAgg1670aWFk6oUzT7W1 14l 8 3-" 1-0-0 1-3-10 5cole=1118 7 axe 6 3 IGLOO 12 e sV 2 G718= 111 1 ry 2it4 II #Qy`I I•- 3&0 ..-�--i LOADINIO (psi SPACING- 2-0-0 CST. DEFL. in (lac) Ildetl Lid PLATES all TCLL 30.0 Pule Grip DOL 1.15 TC 0.04 Vert(LL) -000 1 >999 360 MT20 2201190 (RoofSrww-30.0) Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 2 >999 360 TCDL 10.0 Rep Stress Incr YES '100.00 Horz(CT) 000 4 n/a n/a BCLL 0.0 ' Cade IBC2015nPI2014 Matrix. S Vveight:19lb FT-20% B_DL 10. — — LUMBER- 6RACING- TOP CHORD 200 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc ptafiee, BOT CHORD 2x4 SP No.2 except end verticals. v%EEIS 2x4 SP No.2 BOT CHORD Rigid tailing directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 1=1 4410-5-8,4=134lMedianical Max Horz 1=122(LC 10) Max Uplift 1=9(LC 10),4=-103(LC 10) Max Grav 1=144(LC 17),4=147(LC 20) FORCES. (lb)-Max.Comp.IMax.Ten -All forces 250(lb)or less except when shown NOTES- (10,11) 1)wind.ASCE 7-10;Vutt=130rl(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3 Opsf,h=30f1,Cat II;Exp C,enclosed: Mv4FR5(envelope)gable end zone,cantilever left and right exposed,Lumber DOL=1.00 plate grip DOL=l 00 2)TCLL.ASCE 7-10;Pf=30.0 psf(flat roof snow):Category Il;Exp C;Partially Exp.:Ct=1 3)Unbalanced snow loads have been considered for this Design 4)This truss has been designed for a 10-0 psf bottom chord live load nonconcurrent with any other live loads 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss 10 truss connections. 7)Bearing at Jo)ngs)1 considers parallel to grain value using ANSIfrPI 1 angle to grain formula, Building designer shou'd verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at W(s)except dr=lb) 4=103, 9)One RT7A USP connectors recommended to conned truss to bearing walls due to UPLIFT at A(s)1.This=nnectlon is for uplift only and does not consider lateral forces. �! C)f NIEF Y 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOMN»»PLEASE VERIFY ALL INFORMATION V 11)ACCEPTED BY. _ DATE: P 'JP14 GiAffo/90 It 1 r (L n LU LU ��opR�O 08(),l SS11i April 7,2017 WARNING-VafW ell peramailene and READ NOTES ON I M AND INCLUDED MTEK REFERENCE PAGE MV7473 m.IdeLW IS BEFORE USE. Design valid for use only with MTTeab cunnedors.-"design Is based only upon parameters sti0ein,And Is for an lndh idual beading oomponer"net a truss system aefore use,the building designer must only the appliuWlay of design perarroars and propedy—rporsta this design into me avorN l� beddrrg design.13sang.dicwtad is to presets bucldtriq di individual buss web eeNor&.ord members ofily Additional temporary ant pe .mnt bms Mg M I Til K always rsgiuned inn stabiev and to prevent cueapse with possible personal Infury and property damage.For general guldance regarding the 19623 3wingley Ridge rid faun oon,storsoc,dcawry,erection and hrefing or Trusses and truss syslarna,see ANSVTPII OualAy Cril 1,DSB-e9 arts aCS1 Building Componesrt Safety Information nvallai le from Truss Plate to nilute,218 N.lee Street.Sui1n 317.Alexendns,VA 22314, chesterfield,MO 63017 Job was nrsType gar Ply 0VIlla1d"0"'CL WC1 tjob Bi700Q24 .qs �9igaad 1 1 , Raferel P.D.J.COMPONENTS WC, CHESTER,N.Y.10019 s.o10 on Apr20 2M6Ii1iTak YtdlakrW,Inc. Fit Apr 0710:55:32 2017 Paps t IDt70"4 WCIANRhWW_vCAcL-14_u3FO4-PuMftMTWM iUDIOeST *hZT7i9 2-3.4 4-1-7 2.3.4 1-10-2 Stale 1:1e.1 3A 11 3 7.07 72 a ¢ 2 ors= 1 2to< II 2-3.it -i1•I —j Plate Offsets-{ Y}- 12�dae-O-0 81 LOADING (pot) SPACING- 2-0-0 CS1. DEFL. in (loc) Weil Ud PLATES GRIP TOLL WO gate Grip DOL 1.15 TIC 0.07 Vert(LL) -0.00 2 >M 360 WT20 2201190 (Roof Snovrl.0) Lumber DOL 1,15 BC 0.03 Veff(CT) -0 00 2 >M 360 TCDL 10.0 Rep Stress Ina YES M 0.00 Hor2(CT) 0 D0 4 We Na BCLL 0.0 ' Code IBC2015t?Pi2014 Matrix-S 1111ell22lb FT-20% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x10 OF No.2 TOP CHORD Structural wood sheathing directly applied oral-1-7 oe puffins, BOT CHORD 2x4 SP No,2 except end verticals. WEBS 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc tracing. REACTIONS. (Iblsize) 1-19910-&41,4=193/Mectlar l Max Horz 1=124(LC 10) Max Uplift 1=46(LC 10),4=-11Bil 10) Max Grav 1=201{LC 17),4=202(LC 17) FORCES. (lb)-Max.Cornp.IMax.Ten.-All forces 250(lb)or less except when shown NOTES- (10-11) 1)Wind:ASC£7-10;Vuh=130mph(3-second gust)Vssd=lD3rl TCDL=3.0psf;3CDL=3.0psf;h-30ft;Cat.11;Exp C;enclosed, MVVFRS(envelope)gable end lone,cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL:ASCE 7-10,Pf=30 0 pat(flat roof snow);Category II;Exp C.Partially Exp.;Cl 1 3)Unbalanced snow toads have been considered for this design. 4)This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 5)-This truss has been designed for a live load of 20 Dpsf on the bottom chord in all areas where a rectangle 3-"tall by 2-0-0 wide will fit between the bottom Chard and any other members. 6)Refer to girders)for truss to truss connections 7)Bearing at joints)1 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should vel capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1C0 tb uplift at loini(s)except(jt=1b) 4=116. 9)One R77A USP connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)1 This connection Is for uplift only �! OIF NIF Y and does not Consider lateral forces �i •Y 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. Q ATJ GA)9 O 11)ACCEPTED BY: DATE: _ Cij� )J / t` IX n W � NO.080�g1 10 RQFESSI00�� April 7,2017 WARMNa.VeMfy dfaslgn Parannafars and RFiM1D NOTES ON rNrs AND fNCLUDEa W TEK REFERENCE PAGE MF7a74 rw.yauUYlgr6 BEFORE USE. n,l valid fo use Coy wah MTekr9 nonnersors.This dl is bssed only ull pare,netem shown,and Is f w sn Inchadual bi.ii—Penl a buss system.000"..,1 hi,wil designer must verlfy the appirwbiny al design parameters and propetfY incorpgraie nts ueslgn Imo the—aY MI building ueslgn.Binding ind;Wed&to prevela bucking of individud imm web ands cram members only.Addximnal lampomry rid permanent bracing Welk is always nequned for stabirny and to prevent egaaySe Win posslbie personal Inl And pwpedy damage.For gencrol pAoica rogandln9 the feixralron,slgrage,deHwry,erasion and brMxlp of busses one W 53 systems,see ANSVTF41 Quill Cri la,DS1349 and eCSI Building component te023 SwagkY Fell Rd Safety Irxamatioe avarlable from Trm Ptah WAMLAe,21a N.Lee Shred.90111 312.Alp—raida.VA 22314. Chesterfield.IAO W17 Job Trum rues Type - - City Ply Icnliffietd ea'Cluster C1 129505563 B1700324 RIOGR ROOF SPECIAL GIRDER 1 1 _ _�_ Job Rdfaence L4PD4flOI1. P.D.J.COMPONENTS INC., CHESTER,N.Y.10916 0.010 s Apr 20 2016 MTek kMuwies,Ole Fri Apr 0710:55:33 2017 Page 1 ID:t7pQd-RyW -VGXGGWtO*W&LAx k2fl*CSbFUGndibh=T7iB SO-2 7.43 92-0-3 17$3 22-6-0 2 1 SO 2 ) 2 11 S2 0 1 4 B 13 0-1111141 ex6 li Sam=1:6a.7 4 10.00 12 4 1rm1 11 4 g 6 4x12 i 4a4 11 4 9h10 I I I 7(r,n 19 12 11 17 16 10 4 g exB= tat II ad 4a1= ''-t1- I &9-15 9113 74.e 6-.2-9 _ LOADING (psi SPACING- 3-0-0 CSI. DEFL. In (lac) Vdefl Ltd PLATES am TCLL 30.0 Plate Grip DOL 1.15 TC 0.07 Vert(LQ -0.20 9-11 >999 360 MT20 2441190 (Roof Snow 310A 0) Lumber DOL 1.15 BC 1.00 Vert(CT) -0.32 9-11 >824 360 TCDL Rep Sheas Incr No WB 0.85 Horz(CT) 0.05 a nla nia BCLL 0.0 ' Code ISC2015/rN2014 Matrix-S Weight.152 lb FT as 20% BCDL 19.0 LUMBER- BRACING- TOP CHORD 2x4 SP DSS TOP CHORD 2-0-0 cc purlins(3-1-2 max.), except end verticals SOT CHORD 2x4 SP No.1 (Switched from sheeted:Spacing>2-84). WEBS 2x4 SP No BOT CHORD Rigid ceiling directly applied or 69-12 oc bracing. WEBS 1 Row at midpt 2.13.4-11,5-8 REACTIONS. (lb/size) 13-15W03-8,8=175WS-8 Max Horn 13--431(LC 6) Max Uplift IS-572(LC 10),S=555(LC 11) Max Grav 13=1731(LC 29),8=1759(LC 1) FORCES. (lp)-Max Comp.lMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=5551180,2-3=-2620/701,3-4=2672igll,4-5=1775/823,Sfi=4441365, 6-8=-5371415 BOT CHORD 1 2-1 3=-54 2126 02,1 1-1 2=-8 401260 7,9-11=200il 162,8-9=33611 2 96 VVEB9 2-13=2958laO8,2-1 1=1 0 1 913 08,3-11=6891494,4-1 1=66411 640,4-9=-4931770, 5-9=410r554,"8 15891394 NOTES- (10.11) 1)Wind.ASCE 7-10.Vuft=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL-3 0psf;h=3011;Cat.Il;Exp C,enclosed; MWFRS(envelope)automalic zone,cantilever left and right exposed;Lumber DOL=1 00 plate grip DOL=1.00 2)TCLL ASCE 7-10;Pt=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp Ct=1 3)Unbalanced snow bads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water pending 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenf with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bosom chord in all areas where a rectangle M-0 tall by 2-0-0 wide flI Ne will fit between the bottom chord and any other members,with BCDL=10.Opsf 8)Two RT7A USP connectors recommended to connect truss to bearing wails due to UPLIFT at p(s)13 and 8.This connection is for P� JPN G illl N uplift only and does not consider lateral forces 91 Graphical purlin representation does not depict the size or the orientation of the purdin along the top and/or bottom chord. 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN--PLEASE VERIFY ALL INFORMATION 11)ACCEPTED BY: DATE r- Q 0 LU UJ 1riZ -j 2 NCO �0•0800°J, ��C? v Essl April 7,2017 raaaaaaattrr�,tttl�ntttl�: _ WARNIM0-VWW design pa-amarns and READ NOTES ON Tli AND INCLUDED AVTEK REFERENCE PAGE Y!-7473 fw.rdakms BEFORE USE eaeign wild br UYe lMly w1h MiTck®mine Gen.This design 9 based ony upon paNTCICS ShPwn,elhd la fW en MtliritWA'hlNldirlg ramtbnml,nC[ s truss system Before use.the building desig er must verity the epplirwininy of design parm rs aete and propady,Incorporate thfs desig wr n Into the ora l Wilding design,enuring indicated is to prevent ini of edW-1 truss web ardhr Morel n1,.mt)M.only AddRignal remparary and Pennanenl bra mg WOW is always required for stability end 10 piewri reNalxe with possibts personal injury and pmpedy damage.For aenerm guidance regarding the fabneabnn,storage,delivery,aersion and bracing of trusses and lmse systems,a" ANSVTPl1 Quality Crtlerta,056J9 and SC51 Building Cempanenl 16C23 9i bhgley Ridge Rif aataty Information available from Truss Plate InsllMe,218 N.Lee street.Sulro 312.Nexandne,VA 22314. Cneslerfirdl MO a300 Job ugs toss ype P1 Ia qMb o'CiullerCt 12116p566a 1700324 RItGR £ 1 I i1.sS:f r race I)fntl¢'tstl -. P.O.J.COMPO S INC.,CHESTER,N.Y.1041E e.010 a Od a 201E MITak industres,.Inc.Fr.Apr 07 11.07.35 2017 Pagel IDt7pOdaRyViPEutNRrMzJWyCAcL-FJB4v5PIjTIg2L1 mJk354pVo'OW5enN4MUuM4zT7Ws 4-2.7 &1$ 1 $ 19-2-0 21=4 7-3-0 4s•7 4-t 0.15 4 4 14 15-0-0 114$ 4 tG 5 Scale=164.a 10.00 t2 4 7.06 19 slc4 II 0e 20 04= see 5 18 2x4 I I 2x4 u x r: e, 14 13 12 it 10 tx3 91 - - exa :� 4v4= axe = Axe - 1x3 II 811111 ! ILe l�e1 e a J ,» II W7 Plate Offsets(X Y1- 14.0"M-3-01 f6:Edae 0-3-81.f60 4-0 0-i-91 _ LOADING (pd) SPACING- 3-0-0 — CSI. DEFL. in (Iol Ildell `Ud PLATES GRIP TCLL 30.0 Plate Grip COL 1.15 TC 1.00 Vert(LL) -0.18 13-14 >999 360 MT20 2441190 (Root Snow=,30.0) Lumber DOL 1.15 BC 0.94 Veri(CT) -0.37 13-14 >711 360 TCDL 10.0 Rep Stress Incr NO WB 0,96 Horz(CT) 007 7 n1a rule BCAL 10.0 Code IBC20151iP12014 Matd -A x_S Weight:199 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No,2'Except' TOP CHORD 2-0-0 oc purlins(31-0 max.), except and verticals 3-4:2x4 SP DSS.4-5:2x6 SP No.2,5-7:2x10 SP DSS (Switched from sheeted:Spacing>2-0-0). BOT CHORD 2x4 SP No.2 BOT CHORD Rigid Calling directly applied or B-4-3 oc bracing. 1AEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-14,5-12 OTHERS 2x4 SP No.2 REACTIONS. (ItYsize) 14=1871J0-3.8,7=605f5A-O.6=264415-0-0,8=-7415-4-0,9-22710-3-8 Max Horz 14=-(307(LC 11) Max Uplift 14--666(LC 10).7=605(LC 1),6=-1037(LC 11),8=74(LC 1),9=77(LC 11) Max Grav 14=2206(LC 28),7=306(LC 11),6=2644(LC 1),8=85(LC 5),9=227(LC 1) FORCES. (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-14=•3781124,1.18=-2812.2-18=28/2,2-3-laa01627,3-19-18811731,4-f9=-1576/745,4-20=1562/649, 5.20=1808/631,5-6=-25871758,8-7=1071283 BOT CHORD 1 3-1 4=30011 326,12-13=-47'ffl9O6,11-12=39011901,10.1 1-3901190 1,9-1(1=-39Vl898,8-9=39211 8 9 8, 6-8=-392flM WEBS 2.14=-2153f718,2.13=412r1295,3-1 3=86 21404,3-12=1156/461,4-7 2=48 911 304,5.12--838/609,5-10=01331 NOTES- (14-15) 1)V*W:ASCE 7-10;Vult=130mph(3-secand gust)Vasd-103mph;TCDL-3.Opsf;BCDL=3.Opsf;h-30R;CaL II;Exp C;enclosed; MWFRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSIITPI 1. 3)TCLL ASCE 7-10;Pf=30.0 psf(flat root snow),Category II;Exp C.Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. �( of IVEw y 5)Provide adequate drainage to prevent water ponding. [. Q C� 6)Gable studs spaced at 2-0-0oc. Q � 11 GAI� 0 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. -q 8)'This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tali by 2-0-0 wide will Trt between the bottom chord and any other members. 'k 9)Bearing at joint(s)7,6 considers parallel to grain value using ANSI11P1 1 angle to grain formula. Building designer should verity r-. Q capacity of bearing surface. n W 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 666 lb uplift at joint 14,605 lb uplift at ! LLJ joint 7,1037 lb uplift at joint 6,74 lb uplift at joint 8 and 77 ib uplift at joint 9. 2 -teal " ? 11)This truss is designed in accordance with the 2015International Building Code section 2306.1 and referenced standard ANSIfrPl 1. �� 1 12)Graphical purfin representation does not depict the size or the orientation of the purlin along the top endicr bottom chord. Q� o,OB pp9 13)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. u 14)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOMN» PLEASE VERIFY ALL INFORMATION R��Es S1 QN� 15)ACCEPTED BY DATE', April 7,2017 LOADCASE(S) Standard AWARMNG-Verfly da 9A i—emeave and READ NOrE3 ON rids AND INCLUDED Ail REFERENCE PAGE IW7.74T3 I"312015 BEFORE USE all tat use or y wtn M 's n parameters�Tok*wne.cien This design based only upon Brawn,and is for an Wet vduat solid ng mirpon wyn va end not ■Russ system.Before am the no Nair designer must vemy the appueabiray or design parderimers and prupery rb wmrale ids doslgn Itch die avarall Cuf,dMg des,On.Bret ng h di-lied Is to pre-M a.0shng 0r,ndiv4ual Trusste web andior bred members gray AdJiWall temporary and perm I��anent bracing IYriTe k Is.Mays ragstad tar stil end to petition,-a---with possible personal Inlury end pWarly damage.Fat general guldanaa regamin0 the tehnuYor,starage.de eery,erectlan and oracing a tras—and truss systems,see ANSUTPI Gualny Crretla,03641 and OC31 ewlding Cools-1, 1602a ewrgley R�due Rd Safety Inrannetlon avalrabl,,hum Trams Plate Insulate,215 N.Lea Sherd,Suite 312,Alexandre,VA 2231C Cneaerltdd,too C301! Jab IT"M 7CMLE TypeI$yply lawneld ao'Cluster C17 017=4 R28 1 1 IJob R.rr.rin(op(lonal_ P.D.J.COMPONENTS INC., CHESTER,N.Y.10918 8.010 s Apr 20 2016 MiTak irldlnbtes,Irr- Fri Apr 0710 55:36 2017 Page 1 ID 17p0doty%WEtANRhBzJWyCAd-•wDPvdWMJKrg3wsMgxDMAQtrt207gLlXzT7i5 7-4-3 1244 f 21-1.8 +23-170 7+3 6-2.0 8-7-6 2-" 4x4= sole■1d11.1 e laao t2 AS • 2s 10 4x4 12 13 11 51ID 23 22 21 20 19 1s 17 1e 15 14 3A - 3u6 11 2 I - 8$15. _ 272 20 Plate Offsets i,X YI- 112:0-1-0 0-1-1.21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([Do) I/defl Ltd PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.80 Vert(LL) C-07 13 nlr 120 MT20 2441190 (Roof Snow=300) LumberDOL 1.15 BC 007 Vert(CT) 005 13 ntr 120 TCDL 10.0 Rep Stress Incr YES WB 0.25 Hm(CT) C-01 14 n!a nra BCLL 0.0 ' Code ISC20f6fM2014 Matox-S Weight:169lb FT-20% BCDL 10.0__ LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except" TOP CHORD Structural wood sheathing directly applied or 5-C-0 oc purlins, 1-5:2x10 SP DSS except end verticals. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No 2 WEBS T-Brace: 2x4 SPF No 2-8-19 OTHERS 2x4 SP No-2 Fasten(2X) T and I braces to narrow edge of web with IN (0.131'11:3")nails,Gin o,c,with 3in minimum end ddslance. Brace must cover 90%of web length- REACTIONS. All bearings 21.1-8. (lb)- Max Hor2 1 s364(LC 8) Max Uplift All uplift 100 tb or less atjotlt(s)2,14,19 except 1e-184(LC 6), 20=161(LC 10),21=159(LC 10),22-212(LC 10),23-157(LC 10),17=-154(1_0 11),16=172(LC 11),15=321(LC 11) Max Grav All reactions 250 Ito or less at joint(s)1,21,23,16,15 except 2=305(LC 20),14=457(LC 16),19=262(LC 23),20=287(LC 17),22=280(LC 20), 17=301(LC 18) FORCES. (Ib)-Max.Comp,11Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-390l446,2-3=373f265,3-4=-2561230,12-14=445181 BOT CHORD 21-22-1041250,20-2 1=1 0412 50,19-20-104i250,17.19�104f250.16-17=104/250, 1 5-18=1 0412 50 WEBS 94 7=2 5911 66,12.1 5=11 812 8B NOTES- (14-16) 1)W1nd:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TC10iL=3.0psf;BCDL=3.0paf;h=30ft;Cat.fl;Exp C;enclosed, MWFRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=l 00 01: NEF 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry V rY Gable End DetaBs as applicable,or consult qualified building designer as per ANSI/TPI 1- �q �P�G/1 q�,� 0 3)TCLL:ASCE 7-10,Pf=30.0 psf(Flat roof snow);Category 11;Exp C.Partially Exp.;Cl=1 C2 ) 9 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load o!30 0 psi on overhangs * 1 non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated, n - UJ 7)Gable requires continuous bottom chord bearing. irk a- s11 J 2 8)Gable studs spaced at 2-C-0 oc. - 9)This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 10) -This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide OA �0 JOa D will fd between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s)2,14,19 except ESS10N (jt=fb)1=184,20=161.21=159,22=212,23=157,17=154,16=172,15=321, 12)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1. April 7,2017 f �l a a in �ortltrs temW n .1 mDq"enfPe .. autr d.- WARNINe-Verrry design parameters end READ NOTES ON TWS AND iNCIUDED Ali REFERENCE PAGE W.U73 rev.ldVW2016 BEFORE USE, Design valid tofruse only with MfTeke co...ot rs.This desso,,is eased only upon parameters shown.and is far an n,drMnal M khlln component,not a truss system,aerom use,Me buialing designer must verily the a0pllca09dy of oesign parameters and property Incorporate dris deslgn into the overso binding design.Braong IndidNed is In prorPnt budrling of Indvldual truss web andfor mom memoers Doty Addaione'�lempora7 and pmmanent brsang M1Teic Is always regwmd for atatolky and to prownt Wisp-with p—tw personal inivry and property damage.Far genera^guidanCn regeminp the 10023 Swift!e R a fawoahion,storage,deavary,emotion end bracing o!busses ann truss systems,sce ANSVMI7 Quality Criteria,OS1349 and eC91 Buiidinq Component I MO ei017 Y bG Rd Information available from Truss Plate lncowle,218 K Len 61roet 5uiie 312.Nexandna.VA 22314 Cheslarf id Job True Trlw Type City ly IP[y VfWd`On Cluster C1 81700324 R29 Roof Special 4 1 Job Reference' P.D.1 COMPONENTS INC., CHESTER,N.Y. io918 8.D10 a Apr 2D 2016 MiTek Industries,Inc FrI Apr 0710:55:37 21117 Page 1 ID:l7p©deRyVVPEutNRhflrJW-yCAcL-01ry aVIk1X11BSJe6Pp2gCBI7fj9AgFiBdFLv2tXTl14 -2-0.0 _4$S 7-114 2 4 8 6 3-0J 0.60 12 ya I I Scale•128.8 8x8= 3 B ti 1R0g 12 7 21 51m e� IX3 2 3u1— Plate ORSet4_IX Y i=_�3'.0-5-DO-MI LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdeff L/d PLATES QFSP TCLL 30.0 Plate Grip DOL 1.15 TC 0,16 Vert(LL) -0,01 2-6 >999 360 MT20 2201190 (Roof Snow30.0) Lumber DOL JA5 BC 0,17 Vert(CT) -0.02 2-6 >999 360 TCAL 100 Rep Stress Inrx NO 1N6 0.18 Horz(CT) -0 00 1 n/a n/a BCLL 0.0 ' Code ISC2015fM2014 Matnx-£ vNe gK Be b FT-20% BCD L LUMBER- BRACING- TOP CHORD 200 OF No.2*Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 3-4:2x6 SP No except end verticals BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing WEBS 2x4 SP No-2 REACTIONS. (Iblsize) 1=50WO-5-8,5=578RNechanical Max Horz 5=217(LC 10) Max Uplift 1=83(LC 10),5-161(LC 7) FORCES. (Ib)-Max.CompJMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2.9=482120 BOT CHORD 2.6=171292,5.6=161295 V&BS 3-5=-4841177 NOTES- (10-11) 1)VNnd:ASCE 7-10;Vu1t=130mph(3-second gust)Vasd=103mph;TC01-4.0paf:BCDL-3 Opsf;h=30ft;Cat.II;Exp C;enclosed; MV%FRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DO1L=1 00 2)TCLL ASCE 7-10;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct-1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a IO.O psf bottom chord Eve load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6)Refer to girdor(s)for truss to truss connections. 7)Bearing at joint(s)1 Considers parallel to grain value using ANSI/IPI 1 angle tc grain forrnule. Bufldfng designer should verify Capacity of bearing surface OF N E W 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(S)except(t=lb) 5=161. r.}�CQ' JP,N GAgC� no 9)One RT7A USP connectors recommended to connect truss to bearing wells due to UPLIFT at jt(s)1 This connection is for up!in only y and does not consider lateral forces. 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION 11)ACCEPTED BY. __-. DATE:_ _ r_ cc W n W LOAD CASE(S) Standard tt► 1)Dead+Snow(balanced);Lumber I ncrease=1.15,Plate Increase=1.15 Und«m Loads(pti) 0 ti 9, Vert:1-2-100,2-7=80,347 140,3-4=-140,2-5=20 Q,b ,0800 ROfi�Ss10N� AP017,2017 AWARMNo-Ve ffy rfealgn paramelerx and READ NOrE5 ON TWS AND INCLUDED MTEtr REFERENCE PAGE MI.7473 rev.IUMIM15 BEFORE USE. Ues�gn va10 Ior use ly w1M1 M i eRo4 Gonnetlors_T11is dm4is Is based only upo paramelers snO n.end Is rot an hdMduol building component,not a truss system.Be ure usu,tl"W gding deslgner must venty the appfcrabillly a des,gn par—lays find property Incorporate thus design into the o erall G.rild�ng design aracmg Indi;aldd B to prevent Woping or IndividuN muss vreb anchor rlrard members duty.Additonal temporary and w—rienl b,aeing MiTek m always regeirwt'or slabday and to present cullapre wHh posnd 11 personal ,s end propeANSVTFge For g Criteria,D n:a regarding Mee 18023 9wn to R'rl Rd mnricafwr,enrage,deJ.ery,ererdwn seal nraCerg afirvsses and imss systertu,see AN3Vrp11 4ualdy Criteria,05829 and BC31 Building Component g Y go safety Information a.,WAe from Truss Plate InsliNto,219 N.Lae SMeel.Suite 312,Atft—dna.VA 22114 cluislerrteld.MO 93417 Job ITnm Truss Type Db ply '--R�d°cr Cluster c1 129s06667 i1710t1324 R30 GABLE 1 I efO_` o•t ei P.D.J.COMPONENTS INC., CHESTER,N Y.10916 8.010 6 Apr 20 2016 MiTek Indistne9,Inc. Fit Apr 071065:38 2017 Page 1 I"pOdaRyMEuiNRhliZJW_yCALL-SOL9Jx6Yg224TDJsmvIMIBWOLM*.SJJSSPzTri3 4 7.4- 124-3 22-5-0 2 5-2-0 9-10-13 7 4r1 _ Scale=1A2.B e 10.00 12 7 9 27 26 to 4x4 b 5 1i 4 41A II 12 9 sxa II 13 his 20 24 23 22 21 20 19 6 r v 410 17 Is is Zw l rz-za a 7-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (od) Vdefl old PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.58 Verrt(LL) -0.06 23 >999 360 MT20 2441190 (RoofSncw=30.0) Lumber DOL 1.15 BC 0.62 Vert(CT) -0.09 23 499 360 TCDL 1D.0 Rep Stress krcir YES WB 0.21 Horz(CT) 0 05 13 rVe n1a BCLL 0.0 ' Code IBC2015lTFy12014 Matrix-S Weight:168lb FT=20% @QQL_. 10,0 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6.0.0 oc plulins, 1-5:2x10 SP DSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid teeing directly applied or 10-0-0 oc bracing WVEBS 2x4 SP No.2 OTHERS 2x4 SP NO.2 REACTIONS. All bearings 6-11-0 except(#=length)15=5-t1-0,13=5-0-0,17=5 Q0,16=r0-0,18=0-3 8. (lb)- Max Horz 1-347(LC 7) Max Uplift All uplift 100 lb or less at joint(s)2,15,13.26,17 except 1=-186(LC 6),25=530(LC to), 16=376(1.0 11),18=-324(LC 11) Max Grav All reactions 250 lb or less at ioint(s)15,1.26.17,16 except 2=56C(LC 20),13=516(LC 20), 25=722(LC 20),18=615(LC 18) FORCES. (Ib)-Max.Comp Wax.Ten,-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4041429,2.3-576/110,3-4=-488f131,4-6=-6 1 811 3 8,6.7=4 3 711 7 0,7-8--40 012 2 4, 8-9=-399)217,9-10=4841168,10.1 1-4 5611 07,11-12=-440180,12-13=59VIOS BOT CHORD 2-26=-681404,25.26=-661406,24.25=-5gt397,23-24-591397,22-23-59f397, 20-22=-591397,19-20=591397,18-1f�591397,17-18=-59/397,16-17-681397, 15-16=691397 WEBS 4-25-5631457,12-16-941253 NOTES- (13-14) 1)WWnd:ASCE 7-10,VuH=13Omph(3-seccind gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3 DpaY h-30ft;Cat.It;Exp C;enclosed; MWFRS(envelope)automatic zone,cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1 00 2)Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as appikxble,or consull qualified building designer as per ANSI/TPI 1. � NE{y�Y 3)TCLL.ASCE 7-10;Pf=30.0 psi(flat roof snow),Category it:Exp C Partially Exp. Ct=1 4)unbalanced snow loads have been considered for this design. Q JP,N GARCi 5)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times flat roof load of 30.0 psf on overhangs ) �► non-concurrent will other live loads, 6.)All plates are 2x4 MT20 unless otherwise Indicated. 7)Gable studs spaced at 2-0-0 oc. " Q 8)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads W 9)-Trim buss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 111 W will fit between the bottom chord and any other members. 10)Bearing at joint(s)2,15,13,1 considers parallel to grain value using ANStfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 10D Ib upl;It at joints)2,15,13.26.17 RO �I71 except Ot=lb)1=186,25=530.18-376,18-324. FESS�� 12) Gap between inside of top Chord bearing and first diagonal or vertical web shall not exceed 0.500in 13)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION April 7,2017 0 WARNWO-Yedry design parsn»rera READ NOTES ON TM AND rNCLUDEO WTEK REFERENCE PAGE AeF7472 W.MMY2015 BEFORE USE DesOn nl,d for use soli with ixiT.IM—ne9ors.TNIs de i gn Is beseo u A'upon prrrn Tn.eR anion.fi'd is for an IdAd.al hu'Idhp tampon Ml nCl e buss ayetom.Beidre use,me brddng dawgner rnua.vertry Ihn ailVl_u Ny or des gn parameters and prupody'nwmoraie gas t»sig into the overel hupding design.Bradng it"10 is In pmveol tumka tl tit sAmduAl Truss web aodior chd7—Tu hnm only Adda dnsl lertporery nrid pamenenl brat ng Mi @k is always reVulr*4 for stability and tot proven)Dollops*WO P�bie personal Injury—pp-Wy demegn For general guidance raising the 1t1023 c„Aellyey Rbge Rd rtrbriulmn.slmwge,&every.erecton eMl Loring drtvst:es and trues systems.zne ANSIRPt1 OualBy Cbtonm,bSe49 and SCSI Building componenr Ch 23 Over oey Me F earety td0lranea, eva9atye Iron,hues Plate Instnult,219 N.Len Slrnet.Suite 312.A'exW400.VA 22311. — Job Trum Truss Type fry Ply King cold-0"Chtaler Cl 129505588 B1700024 R31 Roof Special 13 1 ererence ildotiortsill P.D.J.COMPONENTS INC., CHESTER.N.Y.10918 8.010 a Apr 202016 MiTek Indualriea,Inc Fri Apr 0710:55:39 2017 Pape 1 IDt7p0daRyV PEutNRhYzJW 1AcL-KovXxfemJBh wv)cF%FarRX4WgMgU4z2?dozT712 1-0.0 t-88 9-11-15 - 3-0-3 axe= 0.513 12 2.4 II 5(yle.1:91.2 4 3 a 10.00 12 v 7 2 I 1 Tura= IS tx3 II 3x4— elftOftetsiXY 11-1121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in ((oc) Ilde6 Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 115 TC 0 30 Vert(LL) -0 02 2-6 >999 360 MT20 220/190 (Roof Snow-30.0) Lumber DOL 1.15 BC 021 Vert(CT) -0.04 2-6 >999 360 TCDL 10.0 Rep Stress Incr NO WB 0.23 Hoa(CT) 002 5 We fire BCLL 100 Cade IBC20151TP12014 Matril WWeight:61lb FT=20% LUMBER- BRACING- TOP CHORD 2x10 DF No.2'Except' TOP CHORD SWctuiral wood sheathing directly applied or6-0-0 oc purlins. 3-4:2x4 SP No-2 except end verticals. BOT CHORD 2x4 SP No BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 2 REACTIONS. (Iblsize) 1=5"0-",5-645JMer-hanlcal Max Harz 1-265(LC 10) Max Uplift 1=-85(LC 10),5=196(1_C 10) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(Ib)Or less except when shown TOP CHORD 1-2=-30810,2-3=-472119 BOT CHORD 2-6=13=8,5-6=-132f341 WEBS 3-5a-SSWIO NOTES- (10-11) 1)Al ASCE 7-10;Vutt=130mph(3-second gust)Vasd=103mph;TCDL-3Apsf;SCDL-3.0psf.h=30fl;Cal.IL:Exp C.enc"osed; MVWRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL-1.00 plate grip DOL=1.00 2)TCLL:ASCE 7-10 Pf=30,0 psf(flat roof snow);Category It:Exp C;Partially Exp.;CI=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live lead nonconcunent with any other live loads. 5)-This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-rr0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Bearing at joint(s)1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. �` OF NE y 8)Provide mechanical connection(by others)of truss to bearing plate capable of w0standing 100 lb uplift at joint($)except(jtAtd) 4 5=198. �P J�.1A GAgL,� 0 9)One RT7A USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s)1.This connection is for uplift only q and does not consider lateral forces. 10)THIS CONFIRMS SPECIF[CATIONS ARE ACCURATE AS SHOWN—WLEASE VERIFY ALL INFORMATION. 11)ACCEPTED BY: DATE: _r- 0'- 0 11.1 LOAD CASE(S) Standard rnx 6. 1)Dead+Snow(balanced):Lumber Increase-1.16.Plate Innrease=1.15 Uniform Loads(plf) tiQ•080�9Ak Vert:1-2=I03,2-7-80.3-7-140,3-4-140,2-5=-20 Aq�FESS10�1'�. April 7.2017 ®wARrANG•V dfy desfgn Parameters and REAO NOTES ON TWS AND JIMMUDED ANTElt REFFRENCE PAGE ARPT413 rev.1".V"rS BEFORE USE. Oesign valid ror use Dory wnh Wilk6 conoedors.TW5 Design+$bawO only upon parameters shown.and n for an In Md ual billaing umnpuneol,nut a truss system.eerors use,the aulidloo A designer—t m ily the eppliceGlity o ctogn parameters end propody m r oon nlla Ihie desn Into the overall n tueding oesign. annniAg kidiraled Is to pmwfI bualutg orindNldusl Wss web enoulu,dawd fnendl.M Dory.Addrt!dn81 temporary and pc aftenl brapng IYI iTek is alwaye mqulrbd for siabi'dAy and to priamt rxllapsd atm possiNe pmsunal n)ury i nd property darui e.For gerreral pndanm r-gardln6 the 1ea23 Sorel 19 Rio a Rd dnane rabn.at me 4iraile,deiry.median had bo a.g of A...and truss systems,Ste ANS VrPti Duallty Criteria,0sasi and SCSI avilding Component e y g Safety Informal tu ien a—labre Ill Trs Plata loss arts,218 N.Lee Street,Suan 312.Alexandria,VA 22314. Chealdfw!d.MP&7317 Job rua9 rusaType - - xrnglieldro•txweercl _. 1tt9attTMB 81700324 'FtS2 1 t U000 too PDJ.66I111ill INC..CFIESTF.R,N.Y.10°9a a.0IQ a 6 AM1ek IIiMntNa,ina Mon Apr 10 07:1 t:aa 2017 Pop ID:l7pQdaRyYYPEutNRhla6W/�rCA&,&uU uTSal0i* V(2 dOErFhTrk C*Oy,IssSBW 9J-4 7-1t1-0 12-S-ti +- T30 —--_-iCT-O.---_ 2 , 334 :7 4-7r1 15-8-5 64-6 -4.10 616 $Cik 3110"=11 4 7.s5 Tt 10,00 12 20 4xe to � 8 S 2s � 7xl2MT16HS 3x4 II 2x4 II 19 , 1 7 VrL 14 13 2t xs 12 11 10 40 2x4 430 _ 3,0 A!Tx4— 2M 214 12-1r11 22:' ; 3,3-4 9.2-7 t1-&S 710.7 3,7-14 1-4.10 Pate OF9efs(X.Yk- t2:0"0-2-21.14:0.3!�O-2-91,15"0.3.4,8-U LOADING SPACING- 2-0-0 CSI. DEFL. In (loc) Wall Uld PLATES GRIP TCLL 30•0 Plate Gnp DOL 1.15 TC 0.75 Vert(LL) -0.21 12-13 :sM 380 MT20 2441190 (Roof Snow-30.0) Lumber DOL 1.15 BC 0.72 Vert(CT) -0.40 12-13 :,GW 380 MT18HS 2441190 TCDL 10.0 Rep Stress Incr YES WB 0.78 Herz(CT) 0,06 7 1 nip BCLL 0.0 ' Coda IBG2015/TPI2014 Matrix-5 Wlelght 186lb FT a 20% BCDL 10.0 LUMBER- _ BRACING- TOP CHORD 2x4 SP No.2-Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 or.purtlns, except 2-4:2x4 SP No.1,4-5:2x6 SP Nil 2x10 SP OSS end verticals. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied or 6-1 cc bracing 11-14:2x4 SP Nil WIEBB 1 Row at fill 5-12 WEBS 2x4 SP No,2 MtTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No 2 be insta8etf during truss erection In accordance with Stabilizer Installation gulde,. REACTIONS. (fb/atze) 1 4=1 23310-3-a,7=5"Mechanical,6=1843/Mechanicai,6--lOOiMechanieal,9-231A0.3-8 Max Horz 14=322(LC 6) Max Uplift 14=-411(LC 10).7=504(LC 1),6=738(1_C 11),8=-105(LC 29),9=67(LC 10) Max Grav 14=1417(LC 29),7=236(LC 11),6=1843(LC 1),8=64(LC 10).9-236(LG 2% FORCES. (lb)-Maximum CompressionlMaximttrll Tension TOP GHORD 1-14=261182.1-2=64131,2-1 8=37 7311 01 5,3-16 364811029.3-19=-14991510,4-19=-129&526,4-20=-11301473, 5-20=-1 1 9614 6 1,5.6=-1663/525,6-7=-83/224 SOT CHORD 13-14=-667/2926,13-21-45211575,21-22=-452/1575,12-22=-45211575,11-12=28411206,1 0-1 1=28 411 206, 9-10-26&1206,8-9=28611206,6-6=28611 2 06 WEBS 2.14-3 1 5 117 84,2-13=13671503,3-13=56771892,3-1 2=-93 7144 2,4-12=-377197C,5-12=-507/402,5-10=0/150 NOTES- (15-16) 1)Wind ASCE 7-10;Vult=130mph(3-second gust)Vasd-103mph;TCDL=3.Opsf,BCDL-3.Ops1;h-3011,Cal.11;Exp C;enclosed; MvVFRS(envelope)automatic zone,cantilever left and right exposed;Lumber DOL=1,00 plate grip DOL-1.00 2) Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI7TPI 1. 3)TCLL:ASCE 7-10,Pf=30.0 psf(flat roof snow);Category II:Exp C:Partially Exp.;Ct-1 OF NEW Y 4)Unbalanced snow loads have been considered for this design. 5)Provide adequate drainage to prevent water pending. Q' LPN GA%', 0,9� 6)All plates are MT20 plates unless otherwise indicated. q 7)Gable studs spaced at 2-0-0 cc. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * 1 9)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3•rrO tall by 2-0-0 wide P IC IJ will f t between the bottom chord and any other members,with BCDL=10.0psf. n g 4 10)Refer to girders)for truss to truss connections. 1T ,�1 d Z 11)Provida mechanical connection(by others)of truas to bearing plate capable of withstanding 504 Ib uplin st joint 7,738 Ib uplift Bt Z -' jelnt 6,105 lb uplift at joint 8 and 67 Ib uplift at joint 9. 12)One RT7A USP connectors reconvinended to conned truss to bearing walls due to UPLIFT at jt(s)14.This connection i5 for uplift ��A �ct.080flg� only and does not consider lateral forces. 4 13)This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/rPl 1. �S S10NP 14)Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. lb)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. April 1 O,2017 WARMNG-~?y deel90 par a isaf a and READ NOTES ON rNis AM7 rNCLUDED#Anx REFERENCE PAGE 69L7472—Ma.L2df S BEFORE USE. ��♦]� nesrvn vaad iron use only vn Mrfek4o mnneuty s Ynls clan gn k Cooed drift open pemmeren shown and,for en ndividuel huaeTg component,not a truss system.Bebre lea,1Fn huaang nwgncr must-rill the applkabilfty of design vie ameters and progeny Inwrpomle oils 4effri No 7.a event 1rY� pudding design 8—tiff i.d-'.d is Io Pn tit huct919 of hnd-v$Lull mils v.11 arx l chord rr -be.ollll Additional rmpomry era 1xrr+arloni hyprg M 1'1 e k s always required fa:stabi[y,and to prevent will with poesibie ptimoraf injury ono pmdery damege.For geneml gordarce mgxrdmg the fotnC 10n,Slnrage,d1.1il nectwn and breong of Inrsses and Irons systems,see ANSIAW GuaMty,Criteria,D5649 and Best Buffoons Componerf 16023 6wogley Ridge Rd safety Information avadatse from t runs Plain 1narluie,218 N.-ee Stmet,Suite 312.Aiexandne.VA 22314 Cho Mollit d,W 93d17 Job Tnm Tr1ra Type Qty Ply Kklplleld'O'Choler C1 129505573 B1T00324 R33 RoofBpecial �1 1 10Rdyll C4lootorMlV P.D.J.COMPONENTS INC., CHESTER,N.Y.10918 8.010 a Apr20 2018 MlTek Industri Ina, Fri Apr0710,.5&42 2017 Page 1 ID t7pQdaRyWPEi.ANRhUzJW vCAeL4?agggwa33TZ4x4CMwvCTgakkhSMEwmxHgEBzT7i7 54)0 9 8•Y 12-0-3 19-2-8 25-10-14 O-M 4d-0 F 2-&10 &8-5 - 6-0-5 1+10 4xe Scale=1 A3.0 10.00 12 7.65[12. Bt6 W 2x4 I 1 3x4— 15 I 13 14 9xl2 N 8 a e7 72 1e 17 11 10 9GXB B 'b 3x4 sxe= 44= 1.4 11 D a s 12�3 1a2-a I 2&1au 5-0.0 4•@-E 2•$10 941.5 6-8-5 1-4-10 Plate Offsets(x YI-- r4:0-3-60.241 r6:04.4 aaa1 1`12 dw 04-41 _ LOADING (psli 0 SPACING. 2-00 CSI. DEFL. In (IOc) Well L/d PLATES GRIP TCLL(Roof Snoar;30.0) Plate Grp DOL 1A5 TO 0.83 Ven(LL) -0,10 6-8 >999 360 MT20 2441190 TCDL loll Lumber DOL 1.15 BC 0.66 Vert(CT) -0.20 " >999 360 BOLL 0.0 Rep Stress Incr YES WB 0.82 Horz(0� 0.06 Will Tie BC 0 0 Code 18C20151TP12014 Mab1x•S V*Ight:207 Ib FT=20% LUMBER- BRACING- TOP CHORD 20 SP No.2 Except* TOP CHORD Structural woad sheathing direcIly applied or 4-1-5 oc purlins, 4-5-2x4 SP No.1,5-7:2x10 SP DSS except end verticals. BOT CHORD 2x4 SP No.2"Except' BOT CHORD Rigid ceiling directly applied or 9-4-6 cc bracing. 9-12:2x5 SP No.2 WEBS 1 Raw at midpt 2-12,5-10 WEBS 20 SP No.2 REACTIONS. (Ib/size) 1 2=1 36310-3 8,7=13551Mecha vical MaxHorz 12=-447(LC11) Max Uplift 12=-485(LC 10),7=444(LC 11) Max Grav 12=1667(LC 29),7=1355(LC 1) FORCES. (to)-max.Comp.11II Ten.-Ail forces 250(lb)or less except when shown, TOP CHORD 1-1 2=2 98196,2-3-1 2 701444,3-4-1 33 615 54,4-5=-13871450,5.6=2 08 2160 1. 6.7=-4731162 BOT CHORD 11-12=159W9,1 0-1 1=2 3 911 2 77,8-10�39011729,6-8=39111724 WESS 2-12=1592/511,3-11=465/283,3-1 0=-91 81287,4-10=407Y1193,5-10=-9131532, 5-6=0Q88,2-11=-2841810 NOTES- (10-11) 1)Wind.ASCE 7-10.Vuk=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;13CDL=3 Opsf;h=30tt;Cat II;Exp C;enclosed; MWFRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1 00 2)TCLL;ASCE 7-10;Pf=30.0 psf(flat root snow);Category 11;Exp C;Partially Exp;Cl-1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water pending. 5)This truss has been designed for a 10.0 psf bottom chord Uwe 3oad nonooncurrent with any other live loads. O N�la, 6)•This truss has been designed for a live load of 20.0psf on the bottom chord in al[areas where a rectangle 3-6-0 tall by 2-0-0 wide xV will rd between the bottom chord and any other members,with BOLL=10_Opsf. 1? 04 GA00, 0 7)Refer to girder(s)for truss to truss connections 8)Provide mechaniral connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s)except Ot=lb) 7-44C 9)One RVA USP connectors recommended to conned truss to bearing walls due to UPLIFT at Pis)12 This connection Is for uplift r— only and does not consider lateral forces 0 w 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN>»PLFASE VERIFY ALL INFORMATION. S11 Z 11)ACCEPTED BY DATE _ A4III5►4NP April 7,2017 ®WARNING-Vertry des/gn paraniw..and READ NOTES ON THIS AND INCLUDED WTEX REFERENCE PAGE 4WI.7477 rev.ydro13018 BEFORE USE. Oeargn ve.'hd ter.,se nniy wdh NII kID-,,n.xors Tnia design is based only uPon reramelers owr and is far-ind vdual 1,06ng not a buu system eerore sae,In L.HdI,u des gnat ritual-nfy the apppoabglty or tleslgn pa I ,d ar,,,-'y lnrnrpanae Wa do%.Into the owraa EPA buizing design Euawg ind oared is to pfevent budding vf'.ndwWu al Irons wen af,dl,-11'I'd ne tLers unit' AdcA crar lercporary aM gonnanortl Wsring Mlrek° .s always r"q C for s;abtlty and to prevent catiapsa with pussiue pars-aviiiury and Propany dal—gel For generst guldil regarding tro rphrmnoun,slurage.da,,I".encLw are eraang or wssos end Irusa systems.— ANSYTPII Quality Grit",DSB-AS and SCSI Budding cwponarn 1CR23 Sw'n71ey Rcd11a Rd 9arery rrdormatlon avaaabefrom Truss PIatelnstduln.2lsN Ise Street,SutYe312,Alexandria,VA22314. - pA Chart r lt.M06301T TM M Tows Type t]ty Ply IOngf Nd"lY CluWar C 4 7t10824 R34 Roded 8pal 1 429G06571[01 a4 P.DA COMPONENTS INC., CFESTER,N.Y.10918 8.010 IS Apr 20 2016 MiTek Industries,Inc- Fri Apr 071755:43 2017 Page 1 ID:t7pOdaRyWPEuWFOftJ W_ICAtX-06a2MkH N NCKAE6Gm494SP77084Bgqu47bODmdzT7 i_ solo 11312 12414 19.2.4 2510.14 2T3® solo 541 2 1-2-7 64M 6.8-5 1�tti exa " Scalc Wl6'=1' 10.0o u se< u sxe= 4 7e5 L 1 _ 14 16 so-k 5 a 7 12 l0 17 11 10 9 e 81® Id 1 %; % 314= 9x4 tx] II LL $x8 = s1.lo 11a12 #� 112-111 2s-10-14 -s 6 st�10 ss 2 2-7 e a 6 (S85 l�tD Plate offsets IXYh f4'0 5 5 0 3-01 t5'0 2-12 0 3 81 [@'0�4 0 0-0i LOADING (pef) SPACING- 2-0-0 CSI. DEFL. in (loc) 1def1 Ltd PLATES aRIP TCLL 30.0 Plate Gnp DOL 1.15 TC 0.82 Vert(LL) -0.42 11-12 >779 360 MT20 2441190 (Rd&Snoan:30.0) Lumber DOL 1.15 BC 0.64 Vert(CT) -0.7211-12 >451 360 TCDI. 10.0 Rep Stress Inrr YES Via 0.73 Horz(CT) 0.07 7 rla Ma BCLL 0.0 ' Code IBC2015/TPI2014 Matrix-S Weight 211 lb FT=20% _8 DL 10.0 — -— LUMBER- BRACING- TOP CHORD 2x4 SP ND.2'Except- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purins, 1-3:2x4 SP No.1,4-5:2x6 SP No.2,5-7:200 SP DSS except end verticals BOT CHORD 2x4 SP No,1*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0-12:2x4 SP DSS WEBS 1 Row at rnidpt 1-12,2-12,3-10,5-10 WEBS 2x4 SP No.2 REACTIONS. (lb/slze) 12=1353f0-3-8,7=1355(Mechartical Max Harz 12=487(LC 11) Max Uplift 12=506(1_C 10),7=-432(LC 11) Max Grav 12=1778(LC 29),7=1355(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD i-12=3451109,2-3=11801422,3-4=-13281520,4-5=13831423,5.6-2106/585, 6-7=473/158 BOT CHORD 11-12=-1191960,1 0-1 1=-1 2911 1 71,8-10-37911755,6-8=380/1750 WEBS 2-1 2=1 63 3151 8,3.11-26SC72,3-1 0=-1 20812 1 3,4-1 0=3 9 111 342,5.10=945/542 5-8=01303,2-1 1-259171 3 NOTES- (10-11) 1)Wlnd:ASCE 7-10;Vuft=130mptt(3-second gust)Vasd=103mph,TCDL=3 Opsf;BCDL=3Apsf;h=30ft;Cat ii:Exp C:enclosed; MWFRS(envelope)automatic zone,cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1.0C 2)TCLL ASCE 7-10,Pf=30.0 psf(fiat roof snow);Category II;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live lead nonconcurrent with any other live loads. QF Nil 6)'This truss has been designed for a live load of 20,Dpsf an the bottom chord In all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom chord and any other members,with BCDL=10,0p$L �4P14 GAPO 0 7)Refer to girder(s)for truss to truss connections. (� 8)Provide mechanical connection(by others)of truss to bearing plate capable ofwfthstanding 100 lb up M at joint(s)except(p=lb) 7=432. # 3t 9)One RT7A USP connectors recommended to conned truss to bearing walls due to UPLIFT at jt(s)12.This connection is for uplift ry Q only and does not consider lateral forces. n W 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLE_ASE VERIFY ALL INFORMATION. C0 IU 11)ACCEPTED BY DATE: �Q �0.08009, AgOPE7SS)°N�'., April 7,2017 AwARNINO.Veny design paranaerara and READ NOTES ON THIS AND iNC(UDEDMITEK REFERENCE PAG€a1IF7R3 rev.1PN312015 BEFORE USE. Design vaihd for use orty an,M.T.W oodn rctora,This design is based only upon pommaters shown,and is faf en individual builoirlg cMnpOnem,not a truss systam.Before me,:he building designer must verity the appliaatrilay of design paremalers and property incorporate this design into the cwhill �r building design.Bracing InOluted is to prevent boGdlllg of inarvidual Inois web andlnr rhord members y only Additional arniov and peonaner t bracingMi I bracing ek a aiways requued for sultialy and to prevent-flap-wM possible pens-at Injury and property damage,Fat general guldanwf regarding the fabrin,nion.atorege.de[very,area=and orating aftrusses and truss ayslems.see ANSIrrPll aualily Cdtena,DSa-ae and Beal eunding component 1e0218vengley Ridge Rd bafaty IrAarmaemn awOeNe from Truss Plate inalius.21a N.Lee Wool.Sulte 312,Aleariell VA 22314. Cnegtnr5ek,.MO e3017 roe rrlw True.Type Ply largW spa Cl alsr C1 126606672 ta17oo324 R35 Roof spea;al a t _ �rISM tt>fltxxrat 113.1134 COMPONENTS WC., CHESTER,N.Y.10918 6.010 s Apr 20 2D16 MITsk eldtntrfes,fire. Fri Apr 0710:55:45 2017 Pepe 1 1D:t7p0dsRyWPEutNRtlWWyCAcL-ftGwixXv_820X RVBDtgSJbMlhVNTTvVKyV7T7hy 6-4-14 1243-4 19-2-e 2s10 14 _�7 ~ 8-4-14 F 6141 6-83 t &e'6 1 0 3a4 II 3x9 = So 1 2 3 Tos L1a- rat: SA 4 A C5 s e • 11 13 10 74 g s 7 'd � 81= 1x3 11 3x8= 4*4.1rrt 1113 II 6-4-14 i 12..&4 25 10-14 77 3.9,E Plate Offsets ikyY- 13-.D4 4.0-2-41.14:0 2 O.Edael. LOADING (psf) SPACMIG- 2-" CSI. OEFL. to (loc) Udell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.93 Verl(LL) -0 14 5.7 -999 360 MT20 2441120 (RoofSnitw=30.0) LumberDOL 1.15 BC 0.79 Vert(CT) -023 5-7 >999 360 TCDL 10.0 Rep Stresslncr YES 1M3 0.92 Harz(CT) 0.11 6 nla nla BCLL 0.0 ' Cade ISC201517PI2014 Matrix-S WpigM:205lb FTas20% _BCDL 10.0 _ LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, 3-4:2R6 SP ND,2,4-6:2x10 SP DSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or&8-9 oc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 1-11,2-11,4-9 REACTIONS. (Ibfslze) 11=1353A-".6m13551Mechanical Max Herz 11=523(LC11) Max Uplift 11=526(1_13 6),6=420((_C 11) Max Grav 11=1770(LC 25).6=1813(LC 26) FORCES. (lb)-Max.Comp./Max.Ten.-At[forces 250(lb)or less except when shown. TOP CHORD 1-11=36011 2 3,2.3=-11441427,3-4g-16881402,4-5=29431564,5-6-63511 5 4 130T CHORD 10-11=192f991,9-10=191 7-9-36312332,5-7=36412327 WEBS 2-11=1636I505,2-10=0/364,2.9=-3031788,3-9=1 V287,4-9=1429Z,19,47=0/297 NOTES- (10-11) 1)IMndr ASCE 7-10;Vuft=130mph(3-second gust)Vasd=103rnph;TCDL-3.0psf;BCDL=3.Opsf;h=30ft;Cat,11,Exp C;enclosed: MWFRS(envelope)automatic zone,Cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL;ASCE 7-10.li 0 psi(gat roof snow).Category 11;Exp C:Partially Exp.:Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water pending. 5)This truss has been designed for a 10.0 psf bottom chord live load nonwncurreni with any other live loads. 6)`This truss has been designed for a live load of 20.0psf an the bottom chord In all areas where a rectangle 3-"tall by 2-0-0 wide will fit between the bottom chord and any other members,wilh BCDL=10.13psf. 7)Refer to girder(s)for truss to truss connections. F NE 11, Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 1001b uplift at joints)except Qt=lb) Q 'v �. 6=420. p Jp,N GNq 0 9)Two RT7A USP connectors rewmmended to connect truss to bearing walls due to UPLIFT at A(s)1 f.This connection is for uplift ) q only and does not consider lateral forms. 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOVN—>PLEASE VERIFY ALL INFORMATION 11)ACCEPTED BY' DATE. 1` W ZN�� 0.08 PES S1aN� April 7,2017 viii G•Vad1y dslgn paranwfera and READ NoTEs ON TM5 AND MCIi WTEN REFERENCE PAGE Mil-7477 rsv t 0103/o15 aEFORE USE. aeslpn valid foruse only wdh MTea4l conn¢dory TH.Is design abased only upon parameters,shown.and is fnr an indiwlual bugding cemponant,net a Nil truss system 8arare use,the hulldmg dealgnarml3at verify ate appl"t0y ordes;gn parameters and rco property i ,ii this design nlu the ovens Unldeg design,9,acing Indicated a to prwent bu k&g of bldin idual hum web"for chord members on-Add4onal lornoorary and Permanent breurg Wok is always regwred for stabAly and to prevent collapse wdh possible porsnnat Inlury and properly damage For general gu�darr�:r¢gardmg Ne febncalbr,storage,detrvery,erection and Oracing oftrusses and Iruss systems,see AN3VTPII awlny Cirri 088-8.9 and SCSI Building Cornponent I S023 awi gley Ridge Rd ( Safely Infruma8on avallabla join Taus Mara Inslxule,211 N.Lee Street,Sidle M 2,Alexiiii ia.VA 22314. Chesrereald,MO a3a1T Job �Tness Tfuss Type aty Ply Lgeald e0"chin c1 B170D324 R36 Rod Special 1 1 t29505573 RefaMgo(per 9 P.D.J.COMPONENTS INC., CHESTER,N.Y.10918 8.010 a Apr20 2016 MITsk Industiles,Inc. Fri Apr 07 10:55:46 2017 Page 1 iD:t7pOdeRyVVPEutNRhlizJW_yCArL-dmgA72x9glavl hgrRCjo42dWl L6A1 BpV*2FUNyzT7hx 5.8-10 i 11-1-12 112.1-3, Ill _ ( _25.10-14 127.461 r 50-10 5-5-2 14-7 e-85 6.65 6xB Scale 1-63.2 10.00 15 i 8x4 II 9r1 5x5= 4 7.65112 1 2 14 t5 b/ 6 67 12 16 11 17 is 10 9 a 6ri ib •Q flz6— 3104= 3xs= 3x4 1x3 II ~--56-f0 I 8.9-6 F ri.i3.5_. f 6165 -4�39.__._ Plate Gifu fX.Y1— 1445-5.1}34l1.15:0-2-12.Q: Al.r6:0-4-4.0-0A1 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 30.D pie Grip DOL 1.15 TC 0,80 Val(LL) -0.11 10-11 >999 360 MT20 244090 {Root Snow=30-0) Lumber DOL 1.16 BC 0.69 Vert(CT) -0.19 6-8 >999 360 TCDL 10.0 Rep Stress Incr YES V4B 0.72 Hlxz{CT) 009 7 ri n/a BCDL 10.0 ' Code IOC20151rP12014 Matrix-S Wool:210lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 4-8-3 00 plagrla, 1-3:2x4 SP No 1.4-5 2x6 SP No.2,5-7�2x10 SP OSS except end verticals BOT CHORD 2x4 SP Nm2 90T CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. WEBS 2x4 SP No.2 mas 1 Raw al mil 1-12,2-12,3-11,3-10,5-10 REACTIONS. (Ithrsize) 1 2=1 3 5 310-3-8,7=135wMechanlical Max Harz 12=483(LC 11) Max Uplift 12=504(LC 10),7--433(LC 11) Max Grav 12=1767(LC 29),7.13WLC 1) FORCES. (lb)-Max,Camp./Max.Ten--All forces 250(ib)or less except when shown. TOP CHORD 1-1 2=3 3911 08,2-3=9861291,3-4=13741545,4-55. 1385J425,5.6=-2 1 031587, 8-7=-473f 159 BOT CHORD 1 1-1 2=1 1 511 000,10-11=-152/1169,8-1 0=38111 7 53,64=38211748 WEBS 2-12-16871498,2-1 1=2 1 01721,3-1 1=61 1 130 5,3.10=9961312,4-1 0=-41 911 4 1 3, 5-10=9411543,"=01293 NOTES- Ill 1)V1lri ASCE 7-10,Vult=130mph(a-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3.0psf,h-3oft;Cat.It:Exp C:enclosed; MWFRS(envelope)automatic zone:cantilever left and right exposed;Lumber DOL=1.00 plate grip ll-00 2)TCLL ASCE 7-10;Pf=30.0 psf(flat roof snow),Category li;Exp C,Partially Exp.;C1=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to proved water paneling. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas wliere a rectangle 3-6-0 tall by 2-0-D wide of NEB, will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7)Refer to girder(s)for truss to truss connections. q y4 N GARC� 8)Provide mechanical connection(by others)of inks to bearing plate capable of withstanding 100 Ib uplih at joints)except(It=1b) 7=433. 9)One RT7A USP connectors recommended to conned truss to bearing walls due to UPLIFT at J(s)12 This connection is for uplift only and does not consider lateral forces. (L 10) THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOV I »»PLEASE VERIFY ALL INFORMATION. U1 11)ACCEPTED BY: DATE:- (l1 2 0.080 April 7,2017 Q WARMING-Ved/y d-Ign parameters and READ NOMS ON THIS ANO WLUDEO ANTE!(REFERENCE PAGE Wi-7473 rw.fWOW015 BEFORE USE. I De sil va id lot Use gn'y wrth MTelc®--don.Ihts design is based orty upon parmeteis viown,and is Inr en Indluldual building comporenl,not a Imss system Before use the butldlrg designer must verify the app icabNly of descgn paremet—and propoly lecorperale this dnsgn inn die—rall Itudding desgln.91e0n9 ardi—led-to pt9aerl hrrok'iog or individual truss web sadder onard memhc Orly.Additional lemporary and parmonenl brafdng MTek' is aiways required for sraMlxy and to present sonar%wits possible personal injury am!property damage.for gererai jpi.tange regaming Inc 1tl023 Svnngiey RMge Rd fats—tarn.M—ge,ditavery,erechon and trading of trusses and truss systems ace ANSMIS Ouainy Cmerta,D98-a9 and SCSI awldmg Component 15023 Stop MO B3ge Safety Information swAable from Thus Plate Insttlale.215 N.Lee Street,Suhe 312.Alexandra,VA 22314 Job Truaa 10rmleld"O"Cluster C1 Y�950.S5T4 0170=4 F07 Raaf 8pedd 1 1 Job Refortil lr_QWWrldl P.D.J.COMPONENTS INC.. CHESTER,N.Y.10018 8.010 9 Apr 20 201611 Indinlries,Inc. Fri Apr 0710 55,48 2017 Page t ID:t7pQd RyNPEutNRhItrJWyCAcL-Z9xx0itzGBvgM7 EZdngTjjsa9IMV4-p9et_RgzT7nv 4$4 I ea 9 12 I 19 2! 1- -- _ _zs-,ati 27-9$ r 4.9.4 4-44 2-11-t0as t Scale=1:63.2 10.011 12 4 7.!% 2* II - 1 9Ns = is 13 14 1 exe S - a 12 10 17 11 10 9 0�8 l ®.� 3M4 _ 3x8 _ 4ad 3kN 1Al 1E \71 ,•-JIB•.- - c r�U 12.5.3 + 19.2.@- 25-10-1 8-Cr 8-E�J - -4�.1 Plate OR$ft 1X YF- 14:0-5-5 0-3-0L(5:0.2-12 0-;i,9 16;0.4-4.Q-" _ LOADING W SPACING- 2-0-0 CSt. DEFL. In (loc) IldsO Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 VC 0.80 Vert(ILL) -0 22 11.12 >999 360 MT20 2441190 (Roof SWW-30.0) Lumber DOL 1.15 9C 0.77 Vert(CT) -0.43 11-12 >759 360 TCDL 10.0 Rep Stress Ina YES ve 0.81 Horz(CT) 0,08 7 Wa n1a BOLL 0.0 • Cale IBC201691-12014 Mletr4t B Well 20Db FT'20% LUM13ER- BRACING- TOP CHORD 2x4 SP ND.2-Except' 70P CHORD Structural wood sheathing directly applied or 4-2-13 cc puffins, 4-5:2x6 SP No.2,5-7:200 SP DSS except end verticals. BOT CHORD 2x4 SP No.2-Except- BOT CHORD Rigid ceiling directly applied or 99-2-13 cc bracing. 9-12:2x4 SP No.1 WEBS 1 Row at midpt 2-12,5-10 VYE13S 2x4 SP II REACTIONS. (lbisize) 12-135310-3-8,7=13551Mechanicai Max Herz 12="2(1_C 11) MaxUpl(ft 12=485(LC 10).7-444(LC 11) Max Grav 12-1655(LC 29).1=1355(LC 1) FORCES. (Ib)-Max.CompWax.Ten.-All forces 250(to)or less except when shown. TOP CHORD 1-12-279/09.2-3=12721444,3.4=1 39 81559,4-5=-13791449,5.6=2108160g, 63-7=4731162 BOT CHORD 1 1-1 2=-1 611929,1 0-1 1-2 4 911 2 80,8-10=-401/1758,6-8=i0211753 WEBS 2-1 2=1 5801513,2-11-296(830,341R-4951293,3-1 0=89 1128 4,4-1 0-4 1 611 1 76. 5-10=9611548,5-8-W 11 NOTES- (10-11) 1)Wind:ASCE 7-10.VuR-130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf;BCDL=3 Opsf;11=3011;Cal II;Exp C;enclosed; MWFRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category tl;Exp C;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water pending. 5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads NIC 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide V j. will fit between the bottom chord and any other members,with BCDL=10.Opsr �JP<`5 G ggC�9 0 7)Refer to girder(s)for truss to truss connections (� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift al joint(s)except 011=11o) 9)One I LISP connectors recommended to connect truss to hearing walls due to UPLIFT at It(s)12 This connection is for uplift r- cc only and does not consider lateral forces- Q • W 10)THtS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOVvN»»PLEASE VERIFY ALL INFORMATION. J Z 11)ACCEPTED BY: _ DATE: Al. No-0800% SSIO April 7,2017 WARN NG-Verity design paramalws and READ NOTES ON THIS AND INCLUDED jW TEx REFERENCE PAGE AWL7479 rw.10Vani)15 BEFORE USE. Design veld ter use inky with MTnkPg mnnpdors.Tits desgn 13 Da§ad ally upon peTrrielet9 sncwn,and Is for an IndmdUal tutldirg component,not a truss system.Betore use,Mu budding designer must Wray the epplusbdey or design paratrrotsrs-:1 property utnapnnrta uils design Irtc the overall ri huACWgdesrgn. &acinghldiciiWdIstoprowntbucidingurindNiul-itruss web andiercnorllntembers only.Addaionaltenpararyandpea-nenttrumg N1iTek j is all r"wlned for stsuity and to prevent collapse wbh possible personat injury and properly damage-Far 9nnaral guidance Tgannng the tehtloaaan storage,delivery,umwon and prowl;ottrusses all truss sysle s,see ANSVTPit Qutltly Criteria,OSS41 and SCSI Building Cranponenl 1 MOid"Rd wry N small avagatle al Truss Plate Institute,21e N.Lee Sired 5 rile 312.Alexandre VA 22311. Job Tars Truss Type Oty Ply -Kingfield-0"Cluster C 1 129505575 817=4 F138 Rclo(Special 1 t ..lob Reference;oplianal P;i COMPONENTS INC., CHESTER,N.Y.10918 _ 8 010 a Apr 20 2016 MTak Industries,Inc. Fill Apr 0710:55:49 2017 Page 1 IQ:t7pOldeRyV4PEW8ifltliJWyCAcL-1LVJd3 Z03ytJu9ZQ8KGWgFM"SEZ"XTXZ1zT7hu _311-11 7-11$ 12d.1 132-0 25-10-74 -3.8 F 317-tt 317-1i 4$14 84S B•&S 410 57m` Seale■I-V 9 tQty(1 72 4 7.06112 i5 2A II t 3114 1.1 14 1bA 5 13 e7 OA 12 11 10 04 3W= 3x8= 324- 1x3 II 7-11.a 12-a-3 _ 19-.18 25SLEt1 ,2Ta-° 1 7-114 + 1-6-t4 f _. _ rr®-5_ Plate Offsets,X Yl- (3:0-2-3hhliiiil 14:0-3-20-2-81.15,0-2-12.03-8; 16:0_4&.00-0) _ LOADING (psf) SPACING- 24)-0 CSI. DEFL. in (loc) Well Ud KATES GRIP TCCL 30.0 Plate Grip DOL 1.15 TC 0A Vatt(LL) -0.11 11-12 >999 360 MT20 24-UI90 (Roof Snow=30.0) Lumber DOL 1.16 BC 0.65 VW4CT) -0.24 11-12 >%9 360 TCDL 10.0 Rep Stress Ina YES WO 0.65 Horz(CT) 0.09 7 n1a n/e BCLL 0.0 ' Coda I8C20151TPI2014 Matrix-S Weight:192lb FT-20% 10.0 _. LUMBER- SIRACING- TOP CHORD 2x4 Sp Not•Except' TOP CHORD Structural wood sheathing dlrectty applied or 2-2-0 oc puffins 4-5:2x6 SP No 2,5.7:200 SP DSS except and varticals BOT CHORD 2x4 SP No 2 SOT CHORD Rigid ceiling directly applied or 9.0-16 oc braemg WEBS 2x4 SP No.2 VoEBS 1 Row at midpt 5-10,2-12 REACTIONS. (Iblsize) 12-135303-8,7-1355/Mechanical Max Hon 12=401(LC 11) Max Uplift 12=469(LC 10),7=-453(LC 11) Max Grav 12-1533(LC 28),7=1355(LC 1) FORCES. (Ib)-Max.Comp,111i Ten.-All faces 250(lb)or less except when shown- TOP CHORD 2-3+-1433/474,3-4=1446/51 4-5=13811480.5-6=2105/626,6 7-473/166 BOT CHORD 1 1-1 2=2 1 71915,10-11=-37211448,8-1 0=-4 1 511 7 55,6-8--41611750 WEBS 2-11-330/1009,3.11=678/309,310-7861320,4-1 0=-4 0611 096.5.10=-9581544, 5-8=0/306,2-1 2--1 522151 0 Nal (10-11) 1)Wnd:ASCE 7-10;Vuh=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf.BCDL=30psf,h=3(M Cal II;Exp C enclosed, MWFRS(envelope)autorrlatic zone;cantilever left and right exposed,Lumber DOL-1.00 plate grip DOL=1 00 2)TCLL:ASCE 7-10;Pf=30.0 psf(Oat roof snow).Category II;Exp C Partially Exp Ct=1 3)Unbalanced snow loads have been considered for this design 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 Oaf bottom chord live load nonconcurrent with any other live loads. 6)-This truss has been designed for a live bad or 20.Opsf on the bottom chord in a1 areas where a rectangle 3-0-0 tall by 2-0-0 vide will fit between the bottom Chord and any other members 0¢ NE�Y r 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at loint(s)except at=lb) �� N GA&C 0,� 7=453. fi> !� 9)One RT7A USP connectors recommended to conned truss to bearing walls due to UPLIFT at It(s)12 This connection is for uplift only and does not consider lateral forces. 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN,> PLEASE VERIFY ALL INFORMATION r- cc 11)ACCEPTED BY. DATE _ p w 0.0800 v SSto�� APO 7,2017 - ,,WARNING-Vmfy design paramerrs and AEAO NOTES ON T14S ANl2 MCLUOEP IIe7E71 REFERENCE RACE MF7473 rvv.M93,2015 BEFORE USE. ILA N Cosign v.I a for use¢nly-MJT k®eanneclers.This des,gn is baswl ur.ly urwn peremet0m SllOW and is br an Ind»duat building wiriptinent,not a nn system.Befere use,the burding destanef n,usi may We applirwb iTy of despl parameters antld properly Incorporate this doNgn,nfa the averel s1/V vs_ bu Idlrg design Bracr+g Indies+ed b b p+evenibudd ng of r,dwidud truss web Mdi M,taafd me•abers oNy.AdelgHwal lemporary end permanent broong s ahnays x+luurerl fir siab+ley and to preveol oorapse.wdh pessibe persunai iniu'y and property dar7npa.For genen)I gu L•encr rnga•dfng the lwrirarion,storage,delM1efy oredien and bracing of:rune am truss syslonis,sea ANBUTPIi Ouarity Crxeria,03049 And OC81 Building Cwnparent 19023 SwYrgley Ridge Rd Safety Information avaeabie Imm Truss Pepe tnsihute,218 N.Lee Street.Suite 312.Alexandre,VA 223114. Chesienied,MO 63C17 ,rob Tress Type --- City Ply nnotield"O'Cue hrC7 1295=76 81700324 R39 8pedel 1 1 P.D.J.COMPONENTS INC., CHESTER,N.Y.10018 8010 s Apr 20 2016 MITek InWirtrMe,Inc. Fri Apr 0710:55:50 2017 Pepe 1 I017pQtleRyVYPEMJN AzJWyCAai- AWwP?WW4LVNJ6cp2rikEuoCyyTrta3Bc8D5YzT7M 6-M2 4SJ 12.8J 1Y-2-e _ 25-10.44 _ �7.3-61 H 2 1-_0 3.1-0 so� $rryls=te2.® 9 7.65[12 1Q00 12 1w 16 6.14 72 $� 4B4 11 4 1 l i s e@q 11 10 e a 7 - I6 "!$ ma _6 la� ii See '� ub II -ifiR ft3-_._ Plate OMWsjX Y)- Iz 0 7-0.0.2-21.i3:0$9,Q-2-0],f4:0-2-12 0.3-81.15:0.4-8 0 0-0E LOADING (pall) SPACING- 2-0.0 CSI. OEFL. In (loe) Udell Ud PLATES O1tr TCLL 300 plate Grip DOL 1.15 TC 0,74 Verqu) -0.10 7 >999 360 MT20 244N90 (Roof Snavr--30 0) Lumber DOL 1 A5 BC 0.64 Vert(CT) -020 5-7 >999 360 TCDL 10..0 Rep Stress bier YES WB 0.77 Horz(CT) 0.10 6 Ma nla BCLL 0.0 ' Code I8C2015r1TP12014 Matnx-S Weight:182I1:1 FT-20% _ 00 - LUMBER- BRACING- TOP CHORD 2x4 SP DSS'Excepl' TOP CHORD Structural wood sheathing dkedly sppted or 3-9.6 oc purlins, 3-4.2x6 SP No.2,4-6:2x10 SP OSS except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-10 oc bracing. WEBS 2x4 SP No 2 WEBS 1 Row at mkipt 2-11,4-9 REACTIONS. (It)fsize) 11=1353I0.3-8,6=1355/Mechanical Max Horz 1 1=-359(LC 11) Max Uplift 11=457(LC 10),6=460(LC 11) Max Grav 1 f=1400(LC 28),6=1355(LC 1) FORCES. (lb)-Max,Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-11=4 6811 55,2-3=16041557,34 13856134,4-5-2100V63B,5.6=-4731168 BOT CHORD 10-11--53D/l727,9-10-529/1731,7-9"24/1749,5-7=-42 511 74 4 WEBS 2-il=2025/628,2-10-01257,2-9=-E63/403,3-9-388/1044,4-9z948/538,4-7=0f297 NOTES- (10-11) 1)Wind:ASCE 7-10,Vult=130mph(3-second gust)Vosd=103mph;TCDL=3 Opsf;BCDL-3 Opsf;h=30M;Cat tl;Exp C;enclosed; MtAFRS(envelope)automatic zone,cantilever left and right exposed;Lumber DOL=1 00 plate grip DOL=1.00 2)TCLL:ASCE 7-10:Pf=30.0 psf(Oat roof snow);Category II;Exp C;Partially Exp;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water ponding. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcerrent with any other live loads. 6)'This truss has been designed for a live bad of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connedions of NE� 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at ioini(s)except(jt=lb) i�P�GA�0,yQ9� 6=460 rr,P 9)One R77A USP connectors recommended to Connect truss to bearing walls due to UPLIFT at jt(s)11 This connection is for uplift 9 only and does not consider lateral fortes. 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION 11)ACCEPTED BY DATE: r Q - - W mZ a '• f-J z �0.080091 =ca 9OFESS1o�'� Aplil 7,2017 ©WARMNO-~!y da..dgn P.ameren"READ NOTES ON Tips AND INCLUDED MTEN REfEREMCF PAGE 11Q-747J—I04E112015 BEFORE USE. ni swgn vela for use only with MiTeko wnneaois.This 1e gn a awed only�pon parturition slice wr,■rd is!or an indMdua bulMnia aemponcnl,not a lruss system.Balore usa,the!: NWkng desrgrer or-1 verily the app'J=ley of design panrnoten and properly Inoorpurate Iris deslan irna roe overall MR e��I of tdmg design Beating iidiratetl b to prewnnt Lu W rip or ndlMua'truss wcb ardlor diord member only.Atldiaonal temporary Arid peimanen:hrec•rg M(vek a always rmiriLved ter ostaday and to graven culapse with possiblo pencnal injury and property domape.For general gubanrs regemmg the. fabrfraflon storepe,cow very,erediml end hrerinp or trusses and Iw"systems,see ANSVFPII Quality Criteria,D384e and SCSI Building Component Ch ' I' 11100 11 Y�� silly MMdrinaetat avowable from Truss Piale Institute,216 N.Lea atreel.Suite 312.Aleamidna,VA 22314. E MI 7 Jots pun Truss Type taty 110froiold"0'Ckai C1121i!5o55n81700024 40 Roof SPWW 1 1 li COMPONENTS R1C., CHESTER,KY.10018 8.010 s Apr 20 2D18 MtTek Industries,W-Fri Apr W 10-.55:51 2017 Popp 1 ID:t7pOdeRywPEuwRhltsrrvyCAcL-,ds2rM)gCC IcEibm,SLNkMmziRtFnyelaaT7hs 4 613 I 67 e F 12dS3 1 18-,2-0 r 25.10-14 �73ei 44F15 �1410 9 t610 0•1-5 8-e 5 1-4 10 axe Stets-1:e9 2 4 7.65 LIL 1Qt10 t2 ad i 14 3 ad 5 Snit 14 /3 4.4 I I t 67 12 11 13 18 10 9 e 8iA f �•O exit� 4 Sxe 4 3x0 tx;b II 4-B-t 5 14" s-as 5-8-5 Plate Offsets(X.Y_h_(2:0-2-3 Edaei f4•D•5-5 0.30f 15 0.2-12 0-HI LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (toe) Udefl Ud PLATES GRIP TCLL 31 Plate Grip DOL 1.15 TC 074 Veri •0.17 10-11 >999 360 M720 24M190 (Roof Snow=30.0) Lumber DOL 1.15 8C 0.84 Vert(CT) -0.3110-11 >999 360 TCDL 10.0 Rep Stress Incir YES WB 0.73 Horz(CT) 0.10 7 Na nla BOLL 0.0 Code 1BC20151rPPI2014 Maori Weight:185 lb FT=20 BCtK 10 — — - - LUMBER- BRACING- TOP CHORD 2x4 SP No.2-Except' TOP CHORD Strue.ural wood sheathing directly applied or 2-9.1 cc purlins, 4-5:2x8 SP No,2,5-7:2x10 SP DSS except end verticals, BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-0-8 cc bracing. WEBS 2x4 SP No.2 WEBS 1 Row at midpt 2-12,5-10 REACTIONS. (lb/size) 12=13530-3.8,7-1355/MeChanMsb Max Herz 12=318(LC 11) Max Uplift 12=418(LC 10),7=-465(LC 11) Max Grav 12=13a2(LC 211 7-1355(LC 1) FORCES, (Ib)-Max.Comp./Max.Ten -All forces 260(lb)or less except when shown, TOP CHORD 1-1 2=3 5911 1 5,2-3=29621899,3.4-1 57 515 96,4-5=1388/518,5-8=21031651, 6-7=4 7311 70 BOT CHORD 11.12=882/2223,10-11=-419/1519,8-10=437il754,8-8=-438/1749 WEBS 2-12=25241694,2-1 1=91 8142 7,3-10=-869/417,4.1 0-46411 1 80.5-1 0=-9 4915 52, 5-8=01284,3-1 1=-44711 22 0 NOTES. (10-11) 1)Wind:ASCE 7-10;VuR=130mph(3-second gust)Vasd=103mph;TCDL=3 Opsf:BCDL-3.Ops(;h=30ft,Cal bl;Fxp C:enclosed; MWFRS(envelope)automatic zone;canU!ever left and right exposed,Lumber DOL=1.00 plate grip DOL=1.00 2)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category It;Exp C,Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)Provide adequate drainage to prevent water pending. 5)This truss has beer designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live bad of 20.Opst on the bottom chord in all areas where a rectangle 346-0 tall by 2-0-0 vide ()IF NEW will fit between the bottom chard and any other members,with BCOL=10 Opsf �. 7)Refer to girder(s)for truss to truss connections Q� P�GA% 0 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100lb uplift at joints)except W=1b) 7=465. 9)One RTTA USP cotrinectors recommended to connect truss to bearing walls due to UPLIFT at)t(s)12.This connection is for uplift only and does not consider lateral forces. F 10)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION W 11)ACCEPTED BY: DATE'. NOD 0.08 ��r9 ApPEtS$t pN� April 7,2017 WARAff -Verrfy desl W+pM7nMNn end READ NOTES ON THIS AND INCLUDEO UTEx REFERENCE PAGE 41111 nv.l ay.V20rs BEFORE USE. Design mia m,—only wilh hxfek®donbeaa9,TN3 design is used only upon parameters si cmn,and Is for an rddnnduat r-ifitnp mmmir err,net a buss system Before use,the building designer must verify the epplh,lGllxy Wei pia-1—and properly inmtparale Ihs design mto the overall ME tuild rag design. smang Indicated is to praaent nuriding of individual Truss web andior chord members only Additlwal letnportin,'and parmenenl Grata@ WOW is arrays required for stati and to prevent collapse With poss:Gle personsl lnyury end pnpmty damage.Far general gwdenae regaid,ng 7Pe faoialk n,storage de"iry,ereclinn and bracing of trusses and truss systems,see ANatini Quality Criteria,03049 and BCS1 Building Component 1e023 theingleY Ridge Rd Safety Informatirm avaifiri hum Truss Plate InstlWte,240 N.Lee Street,Sune 312.Aleandria,VA 22314. Chearaaeat.11Oe3tr17 lob True TnfssType qty Ply :W�471*�W CkrtrCl ROOF SPECIAL '. rs IaOtlaMll P.D.J.COMPONENTS INC., CHESTER,N-Y.t091a 8.010 a Apr 20 2016 Mrfak indlntrMe,k1a Fri Apr 0710:55:52 2DI7 Pape 1 ID:t7pRdSRyW E-ONRhIIzJWyCACL-SWBSFSO*f QkMTPCJXO'KMB8Re7P4V eabzT7hr 34-15 7-43 1T-6•S _ 723-0 34-15 3-11-4 5.2-0 5.2-0 4.8-13 7 4xe ll Scale=1.53.7 4 1Q00 FIF is is 1tt3\� 4x4'%N 3 iB 4x12 3r9{ II 14 3a9 II 1 a 7 1' 13 12 11 16 18 10 a a 3xB 1 1r3 II side— SIX4 - sa 1e(I ) 16-2-7 _ 3.4-15 5.5-0 -- 741 - LOADING (PSI) SPACING- 2-" CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TOLL 30.0 plate Grip DOL 1.15 TC 0.94 Ver1(LL) -0.16 9-11 >999 360 MT20 244l190 ((Root Snow=30.0) Lumber DOL 1.15 BC 0.72 Vtat(CT) -0.26 9-11 >999 360 TC DL 10.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.06 8 nra n;a BCLL 0.0 ' Code IBC2015fTP12014 Matrix-S 1ilbtght 147 ib FT=20% BCDL -- 10O _ --- ------ --- ------ LUMBER. BRACING- TOP CHORD 2x4 SP NO-2 TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2-ExeepP BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. 10.13:2x4 SP No.t WEBS 2x4 SP No.2 REACTIONS. (IWsize) 13=11051G-3-8,8=11e8 o-" Max Hoe 13-292(LC 6) Max Uplift 13=-374(LC 10),a -372(LC 11) Max Grav 13=1301(LC 29),8-1169(LC 1) FORCES. (lb)-Max.Comp./Max.Tan,-All forces 250(lb)or less except when shown. TOP CHORD 1-13=268/83,2-3-19811473.3i=-19291650,4-5=-11B41554,5-6=291f248, 6-8-3511278 90T CHORD 12-13=-813l2590,11-12-80912592,9-1 1=1 4118 1 5,8-9=2331865 WEBS 2-13=-2780700,2-11=119W392,3-11=-6771385,4-11=-466fl247,4-9-3291516, 5-9=2761369,Mb 10861272 NOTES- (9-10) 1)Wind:ASCE 7-10;Vu8=130mph(3-second gust)Vasd=103mph:TCDL=3.Opsf;BCDL=3-0psf;t1a'";Cal.II;ExpC;enclosed; M'd FRS(envelope)automatic zone;cantilever left and right exposed,Lumber DOL=1.00 plate grip 001-=1.00 2)TCLL:ASCE 7.10:PI=30.0 psf(Flat root snow).Category II;Exp C Partially Exp;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20 0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 5)Provide adequate drainage to prevent water porlding. 6)This truss has been designed for a 10.0 psf bottom Chord live bad non Concurrent with any other live loads. 01F NE� 7)"This truss has been designed for a live had of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide •a - wtll Fit between the bosom chord and any other members,with BCDL=10.0psf. �P� JP♦3 GR&C/ 0� B)One RT7A LISP connectors recommended 10 connect truss to bearing walls due to UPLIFT at A(s)13 and B.This connection is for uplift only and does not consider lateral farces. 9)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. * t 10)ACCEPTED BY: DATE: r lL - W -a 2 0.08 .0 8 0(1°J,P�Vi�CZ �FESSION April 7,2017 wARmmr•vm y deswgn pa,,meh ,,arrd RE"No7FS ON THS AND 1NCWOEO aMTEK FEfaEKArCE PAGE A4/-Fl7d nv.10M,L2013 BEFORE USE. Daspn valid for use on:y with M�ex®connetlofs.Thin design 6 based onlr upon poramelen shown.end is for en 1ndNraual pgitlirtg rnmponent,not a truss SySleen Seure use,the budding designer mum,reftfy the spptcabvdy of design"nuneiers and property ircarporale Nis design iNo the dveral MIA buAltag desagn. Bracing IndlCalsd¢to p mfui budd,ng of Inchmdum truss web andtor ward members only MiTek ".*A"squired far Stability end•a P—ant mliapge with POSetble personal Injury end property damage for gone ral gu ldance regarding the fatYm on,storage,deiivery.warA an an :muses en d bracing of d lrose systems,see ANSIrrP11 Quality Cfeerla,05949 and Best Building Component 13021 Swinaley Ridge Re, Safoty enro that available tmmTntss Plate Ini aaite,218 N,Lae street.Some 314 Aiii-edde.VA 22314 - —— - --- _Chestafpeld,MO e3017 - - — Job �7111sls Thaw Type -- Oly PIy w rip sid'v Chow C1 N9505579 B1700324 R43 ROOF SPECIAL 1 1 Job Ref lnee loutiamj- _ P.D.J.COMPONENTS INC., CHESTER,N.Y.10918 8.010 s Apr 20 2016 MTek kndustriw,into. Fri Apr 0710:65,53 2017 Pegs 1 10:17pOdaRyWPEuWRMtrJWyCAcLAvGlgTR1 YORSxNmsOLALRoWOhrAUZAN 1 Yl9RE2zT7hq 2-2-2 124-3 l 17$3 22-&0 _23 2-2-2 5-2-0 5-2-0 5,2-0 4-8-13 :0 Scale="1.5 sae 11 4 10 m 12 14 13 14 ESA 4 12 04\� 3 e 1(li 14 e 1 C 11 18 10 17 9 54= 04= 3x4 1 1i1-2-Z -�� -�7r.5-D i 2.2 2 0-7513 7-4-g 6-2A Plate Oflsats(XY]- (Yas10.EdQeJ 13:o-2-8 0-3 i� - LOADING(Pail SPACING- 2-0-0 CSI. DEFL. In (Ioc) V" L7d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 089 Vert(LL) -0.17 9-11 >999 360 MT20 2441190 04od Sna*-30.0) Lumber DOL 1.15 BC 077 Vert(CT) -0.28 9-11 >952 360 TCDL 10.0 Rep Stress Incr NO WB 0.63 Horz(CT) 0.17 8 We We BCLL 0.0 ` Code IBC2015rTP12014 Matrix-S Weight 169 to FT=20% BCDL 10.0 ---- LUMBER- BRACING- TOP CHORD 2x6 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, 4-7:2x6 SP OSS,1-3:2x10 SP DSS except end verticals. BOT CHORD 2x4 SP No.1'Except` BOT CHORD Rigid ceiling directly applied or 6-5.12 oc bracing. 8-10:2x4 SP No.2 WEBS t Row at midpt 4-11,5-8 WEBS 2x4 SP No.2 REACTIONS. (Itilstze) 8=1688/0-5-8,1=1586K)-54 Max Horz 1-344(LC 7) Max Uplift 8=563(LC 11),1=553(LC 10) FORCES. (lb)-Max.Comp.IMax.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1.2=-10051422,2-3-2404/859,3.4-258411151,4-5=-19771863,6-6=-3961232, 6-8-4051257 SOT CHORD 2.11-915i2241,9-11-35511223,8-9=4 8 111 419 WEBS 3-1l=12601-189,4.11-76OM539,4-9-3781625,5-9-3951418,6-8=-17451599 NOTES- (11-12) 1)Wind:ASCE 7-10;Vuft=130mph(3-second gust)Vasd-103mph;TCDL=3.Opsf,BCDL=3.Opsf,h=30ft.Cat.It;Exp C,enclosed. MWFRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL=1.00 plate grip DOL=1 00 2)TCLL:ASCE 7-10;PF=30.0 psf(nat roof snow);Category II;Exp C;Partially Exp.Gt=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 14.0 psf or 2.00 times not roof load of 30.0 psf on overhangs non-concurrent wdh other live bads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcuffem wah any other live loads. 6)'This truss has been designed for a live bad of 20.0ps1 on the bottom chord in all areas where a rectangle 3-5-0 tali by 2-0-0 wide OF NErR, will fit between the bottom chord and any other members,with BCDL-10.0psf. eV}� 7)Bearing at joiM(s)8,1 considers parallel to grain value using ANSI1TPI 1 angle to grain formula. Building designer should verify � �JA�GAF?C�0 capacity of bearing surface 8)Two RT7A USP connectors recommended to connect truss to bearing walls duo to UPLIFT atjt(s)8 and 1.This connection is for upIA only and does not consider lateral forces. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated ioad(s)50o lb down and 211 lb up at r- 8.9-0,and_RX lb down and 211 lb up at 14-M on top chord. The design/selection of such conneclfon device(s)is the n W responsibility of others. m fu *... 10)In the LOAD CASES)section,loads applied to the face of the truss are noted as front(F)or back(B). � 11)THISCONfIRMS SPECIFICATION S ARE ACCURATE ASSHOWN>PLEASE VERIFY ALL INFORMATION. 12)ACCEPTED BY: DATE: A NO.108009, LOADCASE(S) standard q�FESSVO�P� APO 7,2017 ®WARN/ND-Varrry design paromaters and READ NOTES ON MS AND INCLUDED W TEA REFERENCE PARE ael7473 rev.104124!015 BEFORE USE, Design vaad br use on %51h MTek®cnnnoctas.Tbts design I.based only upon parameters shown,sad is for an fria,mual building wmpenmt,not a truss system,aelore use,the building designer must vodfy ma apptrra lriiM of des!gn parameters and property n WNaraie Ihls dosgn mlo ire overall N� budding design tlreanu indira,ed ns to prevent buc log of individual thus web a dIm chord members Only a4mimal temporary and permanent loaning IYI iTek is nlwnys nequned ter stab4dy ono to pwvenn wllalue wah possible personal injury and laupm1ydamage.Fageleral gulaww regarding the rabn.Wnr storage,de Nary.ernnxion and b.doo of trusses and bias systems.see ANSVMli Quality Criteria,DSe411 and SCSI eullding Component IK23 Swingley Ridge Rd safety Information available hem Truss Plate losoeute,21if N.Lee Sheet.Suite 3t2,Aleaandna,VA 22314. Ches[Or1e'd MO 830f 7, �S70037A - Tr1m rrw4Tyvs Oly Ry IawBeld,.arckaWC1 R44A GIRDER 1 4Ltr1rA(4pli0nsfl 1oWIM ea P.D.J.CMPONENTS INC., CHESTIM N.Y.10915 8.010 s Apr 20 206 MITsk IndusUiN,Inc. Fit Apr 0710r.W,54 2017 Popp i 10:t7pOdsRyV6PEuM fttzJWjrCAcL-0WCp12BnisMwRNv"O—ggb-LhXpOletkT7llp 7.4.3 124@-3_ 17-1 22-&0 2-14,111 2 2,2 5.2.0 5.2-0 5.2.0 4-0-13 67 Scut IS V i.5 51E_ 4 10.00 12 r 1a axe d 12 4s/\� 3 5 31d II s 4 7,. 1 17 18 70 17 9 � C�4 12fia-1 3K4= 3*4= W 1s (Z) (LT:fA Plate Offaeb fg.yk 12:0'3-10.EdgeJ 13:03.8 03-a1.f8 LOMCIM1G (pai SPACING- 2-0-0 CSI. DEFL. in (loc) bloats Ltd PLATES GRIP _ 7 TCLL 30.0 Plate Grip DOL 1 15 TC 0,62 Vert(LL) -0.11 9-11 >999 360 MT20 2441190 (Root Snow-30.0) Lumber DOL 1.15 BC 0.65 Ven(CT) -0.17 2-11 >999 360 TCOL 10.0 Rep Stress Inor NO VIM 0.37 Horz(CT) 0.12 8 n/a We BCLL 0.0 ' Code IBC2015ITP12014 Malrix-S Weight:337lb FT=20% _KCX__ 10.0 LUMBER- BRACING. TOP CHORD 2x8 SP li`Except` TOP CHORD Slruclu dl wood sheathing directly applied or 6-0-0 oc purlins, 1-3:2x10 SP DSS except end verticals BOT CHORD 2x4 SP Ni BOT CHORD Rigid ceiling directly applied or 10-0.0 oc tracing. WEBS 2x4 SP Ne.2 REACTION& (Iblsize) 8=218410-5-8.1=204C10-5-8 Max Hors 1=344(LC 7) Max Uplift 8=792(LC 11),1=744(LC 10) FORCES, (lb)-Maas Comp/Max Ten.-All forces 250(Ili or less except when shown TOP CHORD 1-2=12551528,2-3=327611227,3-4=354 611 559,4-5=2581/1118,5-6=49112al 63-4831297 BOT CHORD 2-11=123913006,9-1 1=60211 80 7,8.9=67511877 WEBS 3-1 1=1 5081895,4-11=-8 6811 790,4-9=-2 9 81440,5-9=215,'342.5-8=-2327839 NOTES- (11-12) 1)2-ply truss to W connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x10-2 rows staggered at 0.9.0 oo.2x6-2 rows staggered at 0-9-0 oc,2x4-1 row at 0-9-0 Dc Bottom chords connected as follows.2x4-1 row at D-9-0 oo Webs connected as fotows:2x4-1 raw at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(8)face in the LOAD CASE(S)section.Ply to ply connections have been provided to dir.ribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wria ASCE 7-10:Vuh=130mph(3-second gust)Vesd=103mph;TCDL-3.Opsf;BCDL-3.Opsf,h-3014,Cat.Il;Exp C;enclosed; MWFRS(envelope)automatic zone;canblever left and right exposed;Lumber COL=1.DO plate grip DCL=1 00 4)TCLL:ASCE 7-10:Pf=30 0 psf(flat roof snow);Category 11,Exp C;Partially Exp.;Ct=1 OF N E W 5)Unbalanced snow loads have been considered for this design �(, j- 6)This truss has been designed for greater of man roof live load of 14.0 pail or 2,00 times flat roof load of 30.0 psf on overhangs � �t GAjli / 0,9� non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord I ve load n oncon curren t with any other live loads. 8)'This truss has been designed for a live load of 20 01 on the bottom chord in all areas where a rectangle 3.6-0 tell by 2-0-0 wide * I will fit between the bottom chord and any other members,with BCDL=10-Opsf. r {� 9)Bearing at joints)8,1 considers parallel to grain value using Al 1 angle to grain formula Building designer should verify �y W capacity of bearing surface. 111 tlJ 10)Two RT7A USP odnnedors recommended to connect truss to bearing walls due to UPLIFT at jl(s)8 and 1 This connection is for Y+ •w uplift only and does not consider lateral forces. % 11)TH1S CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN—>PLEASE VERIFY ALL INFORMATION. O. o.081 12)ACCEPTED BY DATE'. F 9� �SSjoNP LOAD CASE(5) Standard April 7,2017 wApmlyl-vol del puNwMs end stm NOTEY oar Ti AND rNCWDED AQrEK REFERENCE PAGE 40!-7473 rov.1a'032015 BEFORE USE. p � re,lgo-iikl',, se un y w1h MillikC connection,This deargn IS call only upon perSi lers shown,and is oar-irI i el banamg camxrenl,not Sill Befa u6o the Wa3mg oeS,gner In-0 veray One appli.blKy of design P.—blurs Slid Property m-rp tc this I-W imo the avera[i r,■ tuidi g ces�gn 'r.Drac.ng lndF;.,OM rs lu prawns G„r4b,rg of mdrvlAu84 lNss watt nrrdiur chord memnars aMy AAdxicnol temporary and permanent trraan0 I V ek Is always nl irrx:'u,+ini end to proven[collapse with posse"penanal injury and PMPedy damage.Fill 9011 9:gUW1 ell regarding Ol raoarahun.st—ue.3eavery,emmon and oraang of wss-am buss 3ysloms see ANSIrrPn Grulny Uhril ,D5849 and acsi auildrng component 15023 Dvoi lay Rogo Rd Safety Irdormeron available from Truss Plate Instiluh,218 N Len Sorbet,81 312,AlexanAna.VA 22314. Cnenerfietl,Me 53017 Jab Trtms Irrulis Type Oily Ply IOrlpaeld Xr Cli C1 1295055a1 B1700324 R44BGIRDER I,-�� 2 Job Refererlca eotvrll P.D.J.COMPONENTS INC., CHESTER,N.Y.10918 8.010 s Apr 20 2016 MTak Indaitrias,Ina Fri Apr 07 10:55:55 2017 Pape 1 ID17pGdaRyVWE MRh&JWyGAcLsVsau72pY91da4Os7bNvxxV1bAJeK6rmSwsAw2T7ho 2-2,2 7.4-3 12-05 F 17b3 22.5-0 2d-0,a 2 2.2 5-2-0 5 2-0 5-2-0 4 a 13 0.7-6 Scale=1615 51e8 it 10,00 12 Jet 13 15 so�/ 12 04�t 3 12 a.4r4 II anti, 2 7!r 1 Y A x. 11 10 10 1s 9 _ i �/�j) �"7 4x1 3x4� ax4- (2) V-T4-4 2-2 ILL-13 )4a �14t Plate 011sets_X Yi- 12:0-3-10 EdgelJ10-3�¢3-B)Ia 44 5.01 8t LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOD) Udell Lid PLATES DRIP TCLL 30.0 Plate Grip DOL 1.15 TC 069 Vart(LL) -0.11 9-11 >999 3B0 MT20 2441190 (RoolSnow 300) Lumber DOL 1.15 BC 0.66 Vert(CT) -0.18 9-11 >989 360 TCDL 10.0 Rep Stress Incr NO WB 0.40 Hart(CT) 0.12 8 nre i BOLL 0.0 Code IBC201SITP12014 MBM*6 VWIsi 337lb FT.20% BCDL 10_.0_ _ LUMBER- BRACING- TOP CHORD 2x6 SP No,2'Except' TOP CHORD Structural wood sheathing direetfy applied or 5-0-12 cc purllns, 1-3:2x10 SP DSS except end verticals BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling direcity applied or 10-0.0 cc bracing. WEBS 2x4 SP No.2 REACTIONS. (lb/size) 8=2 2 1 110-5.8,1-2064f0-5-8 Max Harz 1-344(LC 7) Max Uplift 8=-803(LC 11),1=754(1-C 10) FORCES. (lb)-Max Comp/Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-12681533,2-3=3326l1249,3-4-368011616,4-5=277311199,5-6=-37&233, 6-0=3661248 BOT CHORD 2-11•-126or3054,9-11-649/1682,8-9-7 1 111 963 WEBS 3-11=-17461995,4-11-971R032,4-9�428[747,5-9-5161469,5-0=-25241922 NOTES- (12-13) 1)2-ply truss to be connected together with 10d(0.131"i nails as follows Top chords connected as(allows 2x10-2 rows staggered WO-9-0 oc,2x6-2 rows staggered at 0 9-0 cc,2x4.1 row at 0-9-0 oe Bottom chords connected as follows:2x4.1 row 210-9-0 oc. Webs connected as follows.2x4-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or pack(B)face In the LOAD CASE(S)section.Pty to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wlnd ASCE 7-10,Vutt-130mph(3-second gust)Vasd=103mph;TCDL-3.Opsf;BCDL-3.Opsf;h=3M Cat,II; l Exp C.endosed. Y4F MRS(envelope)automatic zone,cantilever left and right exposed;Lumber DOL=1.00 plate grip 6OL-1 0 4)TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow):Category II;Exp C.Partially Exp,Ct=I OF NE1,, 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 14.0 psf or 2,00 times fiat roof load of 30-0 psf on overhangs non-cancurrent with other live loads 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcument with any other live loads. 8)'This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2.0-0 wide * 4 Will fit between the bottom chord and any other members,with BCDL=10.0psf. r . (t 9)Bearing at joint(s)a,1 considers parallel to grain value using ANSIffPI 1 angle to grain formula. Building designer should verify n t W tu rapacity of beating surface. 1n 10) Two RVA USP connectors recommended 10 connect truss to bearing walls due to UPLIFT at Jt(s)a and t.This connection is for uplift only and does not consider lateral forces 11)Hanger(s)or other connection devlce(s)shall be provided sufficient to support concentrated loads)1000 lb down and 422 lb up at �q 0,08Q09 6-9-0,and 1000 lb down and 422 lb up at 14-"on top chord. The designiselection of such connect:an device(5)is the V responsibility of others. A�� S510N� 12)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE VERIFY ALL INFORMATION. 13)ACCEPTED BY: DATE Apri 7,2017 CDtIlr1uedo act ' [•?�+ _L_ ___ F. ��- :_...tom .iZ +r ,r itu�1L©T1".tc�c s ander0 wAR1FNe•Vany oW1gn parema»n and READ NOTES OM TWS AND IMCWDED ANTEK REFERENCE PAGE WiLTl73 rw.fw03r2dI5 BEFORE USE. Des gin vaud(of use only wun kTeNe wnnedom This design is eased arty upon parameter moan and Is for an individual bulging component,r.vt a truss system.EkM+a coo,ore building dw gne—ai wrgy the appurahrhly of dasxln paramaMra ono property enedrporate gin oe'Pe agu Ilrn—rau buliTg daspn aracaep lnd,ca:ed is lc prtWM eurJUrq of indtviouel eruss,reh andlor chord memWrs gNy.AddAunsl l!!npnrery and pcnnanenl oraenp MiTek u always required for stabYlry and to w.—1—Upse coat posattelc personal Injury am property damage.For general gu+danoe n:garding ibe 16023 Swlegfey Rldpe Rd Nbrlu ton.storage.delaory.—e is ann hrac,ng ofini and hVss systems,see ANSVIRM amity Crirarii DSaJa and BC51 Building Component Safely Wwrinallon av mbis ugm T—Plate InstiWta,210 N.Lee Sireet,Suae 312.Aleaend rio,VA 2231 a. Chestetaeut.MO 63017 Job Truaa Tfu9a Typa 131y Ply IGtdleb"C'Chnlr C1 129510721 01700324 R45 Roof Special 1 1 _ oh Rehronce,avtionaJ? P.D.J.COMPONENTS INC.. CHESTIER N.Y.10918 8,010 a Apr 20 2016 Mi Industries,Inc, Fri Apr 07 23:15:51 2017 Page I ID:t7pOdaRyViPEuNMRhbMyCAcL-zZS5eWjDKBA m?7EYtwH9FOoGTh7oYmJ5PpSys6 17-9-3 F ;1-14 1 2Y1-e 2-t-t0 S2-0 5.2.0 &2-0 3-1 2-0-0 68 I I Scats=1;58.e 4 10.00 12 13 14 3xe 3 S eA= e 'r 2 A _ 12 15 11 1e 10 3x4 23o4 II // �TT � 4e4 = 3x4 = 3x4 2-2-2 1� i k 22-1 7-4-0211 F 2-10-0 i Plate Offsets{X YJ— f2.�0-3-B.Eg98L l6_¢38 Eda l _ LOADING (psf) SPACING- 2-0-0 CSI. Di In (lac) Udell Lid PLATES GRIP TCLL 30•0 Plate Grip DOL 1.15 TC 080 Vert(LL) -0,12 10-12 >999 360 MT20 220/190 (Roof Snow=30.0) Lumber OOL 1.15 BC O.r6 V°rt(CT) -0.20 10-12 >999 360 TCOL 10.0 Rcp SVess Ina YES WS 0.91 Hoi 0.09 9 n1a We BCDL 10 0 Code ISC2015rrPI2014 Matrix-6 Weight 150 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'ExoW TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purl'ns, 1-3.2x10 OF No.2 except end verticals SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or Fr0-0 oc bracing WEBS 2x4 SP No.2 WEBS 1 Row at midpt 4-10 REACTIONS. QWsize) 9-140910.38,1a842JO-5-8 Max Horz 1=-353(LC 8) Max Uplift 9=447(LC 11),1=265(LC 10) Max Grav 9=14091 1),1=879(LC 17) FORCES. (Ib)-Max.Comp 1INax.Ten -All forces 250(Ib)or less except when shown, TOP CHORD 1-2=-W4f257,2-3=10531304,3.4s-10431542,4-5--3131233,5.6=531358 BOT CHORD 2-1 2=-43 711 02 9,10.1 2=-7 7144 0.9-A0=268H60 WEBS 3-12=-69WS61,4-12-527Y956 5-10=-1411825,6-9=-2631T33,4-10=5761189, 5-9=-12571398 NOTES- (9.10) 1)Wind:ASCE 7-10,Vul30mph(3-second gust)Vasd=103mph;TCDL=3.0l BCDL=3.Opsf;h=30R;Cat.II;Exp C;enclosed; MVVFRS(envelope)automatic zone;cantilever left and right exposed;Lumber DOL-1.00 plate grip DOL=1.00 2)TCLL:ASCE 7.10.Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct-1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load ot 14 0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent win other live loads 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other five loads 6)'This buss has been designed for a live bad Of 20.OpV on the bottom chord in all areas where a rectangle 3-15r0 tall by 2.0-0 wide OF NE will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Bearing at joints)1 considers parallel to grain value using ANSIITPI 1 angle to grain formula. But ding designer should verify �`i• Jp,N GA Fj 0 opacity of bearing surface 8)Provide mechanical connuct'on(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 9=447.1=265. } t 9)THIS CONFIRMS SPECIFICATIONS ARE ACCURATE AS SHOWN»»PLEASE vERIFY ALL INFORMATION r_ Q 10)ACCEPTED BY: DATE. n W W ni 4'0 08009N ROPES 51 SNP April 10,2017 Qf hY(i-VMMI A tui arW READ NOTES ON rM AND WCUME)AYTEK REFERENCE PAGE Aal-7473 rov.10bYRPA6 BEFORE USE. Oesgq.n rdA for."Ore/wall Mnaxdf cenneaars.This despn is based efty upgt ff.nrtbtnx shown,eno is form„dlNdud Duirdmg component oat e buss system.Bette um,the bottling resigner must wnty the appl Multy of desgn perimeters ono rpomoy ir"rp.a e e_4 deslpr No ere-erdl spn Will ce Si rd-Im is la prevent buWmg of IrdivAud trusa web mel crio'7 rneri only.Adi 0091 tempOrly and pernlinMt bmang M iTek B aMep mcolled fur stahiliy and to prevent wllaose wo POSYnrin person.t nniury and p,operty darlage.Fw 3enoral guiden[e reg.rding the Iat"Mm.on,storage di.10—y.ereQlon am b 0 of:susses..In—systems,W. ANSVTPII Oualay Crimrla,DSB41 and SCSI Building Component 1e023 S."ley Ilfdfii Rd sarety fnrornaa0e avellabie fmm buss Plate Institute,218 N.Lae Street SWIa 717.Alexmdrle,VA 22114 — — Ch-ierffrld.N0e3017 I N ao� Om m� m� y v in t O Vm U. i o•� rn �� n &,� o c H0 5 19 N m m-p 3N sn �� 9 co 3 `y" d > rn a rn Q y 5 w �,yn N C� co o 9 p � $ E � u $ E E E �� C y rn crn atj a ��+'+r a'�i+ $ Lp L C a10 �51En a y m � c 0 �a n� a A 5a orn �ggc 2 c EE cc l�1/ Ill �' "J oCN.a s k cOR •� �E' mmIC,a2 3N Nt9.�� O p.. Lma•LYNm GS'-9•- S�'m-C �aN •rmNgyr 'cEyX i�c�3 EoU`.Sc y g. O S E EL �W yEm OWO g � cS$ - E y p 9 0 ` a m m z IIm a G @N E 6 8- ry �� agS�ic mjE � � 8�� cS N .tC �C .�� y Ca 6 44cgCT IeF �y Y S N -y cn .� Qo H-'� EE Zh a$� cap �a as Z) L)2 a6 3.c_ gS}' t$ o c°� � � a ��_ o¢ li C] - $ N t7 V Y] t0 I` m D> O�IOHO d011 N_oSa ?? a y u W z t(i N o 2 �' cr vi / LU o 4 b o Z Z N 0 a H T ^ � W� 0 N O 0 W LL J ~ - C 0 N NQ �i Q �Z W N try y 'OD 0 Zccc e a �jry o a m i. 5 ) W lJ]�j N m u� NU O R w� ma w r �o,'� > °u' o m W W O rpa cn W J w a s rn t m@C W w Z Fes- m W N 1I1 V a 0 1~�yy N m = N M N J N C .tll DI f11ZW 0W W CC H 7 J K LU T M N � 1] L] W Z O W 02 0 C.) C? N E () GHOHO dO1 4 u z o U w H 2 J m as T C 01 0 N M a i9 •� j C O m C C {y �'•OC L N mg Z y K � �' m m Q m9 w h ;'� n a y e �' o €= W O y� a £o ae y c o �' v v, m 2� ov o$ m 7 .9 N L > to Yf OI N O N t6 N O 8•C C C N C tO d. a b U ,r0 O vi W CL-a W ov o c t m m o t� � F R o m r 3 amN m yc SHE � +. N vn b N o �- m a� u o o mo S0 2 D m U mom y o 2 av �a v� � �?r� cdimH 05�? x o o E ° b E a; N y Tc' It N. 2 b m�H� jai 3c � a•-P G44ict$ Z �i F �� « ;E Z �� 'o. E S2 E� �_ ctnU�� 'e u. a a m O crc V rOcc0 O Q cC U ,�' .2W m c Za�mC7�U 0 Li X A l QJ ! N C m zu Y) a a .. Building Pennit Check List&Zoning Analysis Address: w4-+ I;_-- SBL• L 7-5 ZS — l `" l l Z Zone: Use.• Z 1'J Const.Type: % Other: Submittal Date: t L 6 Revisions Submittal Dates: l I " i ZZ Applicant: S C- F__ C.L.L Nature of Work S t n 7 AA::'L-4CA,F. 'p vjF,,,"_4 N Lj /� Reviews:ZBA: DEC 1 5 2016 PB: BOT: Other. NYE OK ( ) FEES:Filing:�_BP: C/O. APP: Date Stamped ✓Properly Signed SBL Verified H2O.A.Approval:- ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short Fees: N/A: ( ) ( } SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( � ( } SURVEY:Dated: Current Archival Sealed: Unacceptable: PLANS:Date Stamped: Sealed: Copies: 3 Electronic: Other. (- ( } License Workers Comp: Liability Comp.Waiver. Other. CODE 753#: Dated: N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. ( ( ) PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. (� ( ) FIRE SUPPRESSION:Plans: Permit N/A Other. H.V.A.C.: Plans: Permit: N/A Other. ( ) ( } FUEL TANK Plans: Permit: Fuel Type: Other. ( ) (� 20I6 NY State ECCC: N/A Other. Final Survey. Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER C/O DENIAL LETTER:T Other: ( } ( } Other. ( }ARB mtg.date: approval• notes: ( ZBA mtg. date: approval notes: ( PB mtg.date: approval notes: REQUIRED EXISTING PROPOSED NOTES AP Area: DATE_ 2Q 1 7 Circle Frorus e Front Front; Sides: Rear Main Cov: Accs.Cov Ft.H Sb: Sd.H Sb: GFA: Tot: i Ft.imp ASKEQUIREUSYNYSIM Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#• Date Issued: SBL• Z 7 ' Z 5 , ( Z�Zone:-?I-ID,� Address: �o -TC�S fi- -�- Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total SQ. Ft. (excluding basements)x $220.00 x $I5.00/$I,000.00 Basement Sd.Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft, 0 New Construction Cost • Buildi gPermit Fee Basement= 7<-(,sq.ft. x $65.00 = $ —x $I5.00/$I,000.00= $ I-Fl.= Ii S3 sq.ft. x $220.00= $ Z ,� . &0. —x $I5.00/$I,00o.00 20d Fl. _ l Z sq.E x $220.00= $ ZCo 0. D� �f0. x$I5.00/$I,000.00= $ 3 E�1 00• 6- Attic= sq.ft. x $220.00= $ fi;--- x $I5.00/$I,000.00=$+ Total Sq.Ft. = 39>GC sq.ft. Total Cost= $ 73-Z_- Total B.P.Fee= $ 1.0 1"G Lu*1>F 5 Total Amount Paid = $- Gi F- . Total Amount Due=$ 1 O 3 + !� 5 A Date: FEB — 7 2017 Signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: 2►A.J S�-4uLL i CC�rt �'j"S -�1 �ES�C�r.S A ZC + c'�uC>� Subject PropprtY: C' 2oS� Ln► — -- �SBI,: 2� Zone: Please Please take notice that the subject; ❑ One or Two Family; C4 Commercial, Q'New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; (Truss Type Construction(TT) 21�re-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); Floor Framing, including Girders& Beams(F) ❑7100r f Framing(R) Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§I265 for One & Two Family Dwellings. 12-- L Date f Design essional Date Pr - -- -- Iz- 12 .201 b Dale Michelle Diane Gironda NOTARY PUBLIC,STATE OF NEW YORK Reg No.01 G 16301231 Qualified in Westchester County My Commission Expires 0411412018 � -Tz-p�& "ro KIN FIEL EVELOPMENT CLUTE ■■ ■■ INTERNATIONAL DRIVE RYE BROOK, NEW YORK SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 t 1 NYS Uniform Fire Prevention A Uniform Building Code: 2015 International Building Code,3rd printing 2015 International Residential Code,2nd printing ` 2015 International Fire Code, 3rd printing [T] 2015 International Energy Conservation Code,2nd printing 2015 International Plumbing Code, 3rd printing 2015 International Mechanical Code,3rd printing 2015 International Fuel Gas Code,3rd printing _ 2014 National Electrical Code -� �-- 2016 Uniform Code Supplement _ - 2016 Energy Conservation Code Supplement LLL 2009 ICC 117.1 Accessible A Usable Building and Facilities - -- - Project Criteria: 2 ROSE LANE 4 ROSE LANE 6 ROSE LANE Use Group: R-2 Construction Type: 5B Area: 10,274 sq.ft. Volume: 90,141 cu.ft. 7 Thurston Avenue Structural Consultant Newport, RI 02840 Camera/O'neill Engineers CordtsenDesign.com 117 Black Point Lane 401.619.4689 Portsmouth, RI 02871 MEPAP Consultant R.W. Sullivan Engineering DEC' 529 Main Street#203 2 0 2alS C O R D T S E N Boston, MA 02129 VILLAGE BUILDING RYE DESIGN gROG K ARCHITECTURE DEPARTMEN T FLI 313.00_C-312.42 G 311.25 G 311_83 FLI 307.50 G 306.92 FL 1 297.00 FL 1 301.50--G30G.92 G 305.75 G 306.33 FLI 294.50 G 296.42 FLI 92.50 G-293.33 G 99.75 G 300_33 C 1 C 2 23 5 G 291:92' C2 A i1 ft 1 291.00 9 G�90.42 C 2 A C 1 15 17 CLUSTER W BL 13 BL BR 9 C ERX_ YS CKLE LANE yam= c� 7 ONE '-"'►- as °'Z BR s " sly acaLu o� o0 L= _ 3 ads z - c ?v Y L ° D 1 42 CLUSTER AA _ CLUSIER 66 - -y �" FL 1 313.00 U x �3 LANE �' 17 ZR G312.42 m �Z v STE1�� N E Y S U C K L E FL 1 305.50 `Z!- a "O - 15 B L G 304.92 22 N m c 15 ZL FE1312.00 ^ FL 1 294.50 m G ,,; G 311.42 n 27 G 93.33 BR D 13 Y R c B L FLI 305 50 �v, �'•� G 304.92 13 -G 305.92 '7 FL 1W/o 50 B R � r 2 Z c 11 Z L FL 311.00 G 92.92 m 9 Z R G 310.42 FL1306.50 D a 9 c 25 /� G 294.33 G 30502 C 1 n o N 11 /� G 305.92 r r Q 2 D A `�+ m Vo m e 7 YL FLI 3`10.00 FL 1 294.00 g L ➢ 1 g m _ W/p 18 H n FL)295.50 FLI 306.50 A 7O r C 1 G 305.92 -A 5 7 p G 369.42 G 293.42 � c 23 A G 294.33 G 305.921 `�' ➢ L R Z Z �o m c rn Z 16 *^ r C 1 G 294.92 G 305 92 2 16 3 Z FL 1 G 308.2 N Z FLI 295.50 ➢ 21 7 04.42 -� 1 Y R O w/O Z _ �, G 294.92 �T' - A so 14 w r FLI 296.50 FL 1 305.00 N 19 G 295.92 G 304.92 C 1 S 5 A G 304.42 FL 1 296.00 g L - BL W/o 14 a vs �o - `o G 95.42 0_ _ A 12 p ?I G 303.83 Q O FL1 305.50 C1 G 304.33 0 C 1 N c 3 12 -297.42 LLN FLI297.50 BR 17 C2 C2 yy/p L G 304,33 10 l (n G 96.92 FL]98.00 G yOG� 1 �y G 297.42 n F Q C G s 15 A fG FF 302.50 EL/ U � �3. O Q E FL 298.00 BL 10 G N 1 297.42 p L 8 O BR- BRIGHT UNIT U -4-- U W/7. C 1 U O BL-'B LEFT'UNIT w G 297.42 Ft 303.50 `1' CI- 'C'UNIT.MASTER UP �_ O -�= c 3 G 302.92 C2-'C'UNIT,MASTER DOWN ZO = Z Q Jr, YR-'Y RIGHT'UNIT - G 296 42 YL-'Y LEFT'UNIT �_ U L fie G 302.42 ZR-'Z RIGHT'UNIT Lu BR 8 C ZL-'Z LEFT'UNIT N Q Q 298.00 11 C2 FL1 303.00 W/0-WALKOUT 0 c y97. FLI 9742 G 297.42 G 96.42 G 301.42 C2 00 G 302.42 6 A �' G 302.42 C 1 P rGJ� G 295.83 FL 3 02. C2 A L 25 G 296.42 A 4 �°�� ' C 1 G 3oa83 18 cl�'sr C 1 FG301 9 �r 7 C`, ? FLI 297.00 G293 42 < y` v W/o ti C 1 `lp19 FB L -� G 295.83 C2 l �� S C2 FG 293.a2 16 OF 21 _ A 1p 2 G 302.4-2 l G 300.92 G 295.83 A 92.83 C 2 14 9�* �F,pC� - FL 1 303.00 O C' W/o 19 C2 FL130.50 < _o l'J} C 1 G 302.42 12 C` G 300.92 ^^`` �� G 3d2.42 C 1 l�lF� A W 1 G 289.42 O O�G 17 G 300.33 W > Z 10 G 301.92 A C 1 Q �[ F,V 90.00 G 2B9.83 V) W/O FL1W02o.50 C2 8 15 O G 289.42 8 FL 291.00 L G 28�93, A C2 G 289.83 G 301.33 nn`` cc // 6 G 30133 �98.42 J GJ289.83 13 FLlW o C2 JS��rk1 A FL1 291.50 C2 >, FLI 299.00 c G� 13 G Z90.92 G 287.92 4 C 1 298.42 ,� cl�sl A B L �¢� l 11 G 291.83 FLI 293.0o G 297.8� BL 2 001 J G 291.83.. C 1 G PAP 9 - G7292.42 FLI 294.50 C2 C2 G 293.82 9 Q G\JS 5 C(�oF 7 A G,297.83 M J��' A z89.a2 R, o s 5 BR C 1 R i C2 � 3 L 1 290.00 � F ( _C(U �`�` 3 7 FLl 99.00 G C 1 W/O C q �r�STFQ ➢ G 297.83 G G 289.42 �(�STFR J J `N F 1 c A G(U 5 G�J G 88.83 C 1 10 \ '� 1 STER~-yl rl '' O 298.42 /` �C` EE _i 6 �� L'I 288.50 G 290.33` f C 2 Y, ' 6 CCUS R FF CLUS ER DD 2 3 • W/o FC1291.50 C1 p �` ��1299.50 G 287.92 W/o B p 4 r 2 G 298.42 � G 98.92 G 290.92 G 29.QZ92 It g L A 4 �° B R BR FL1299.00 1 FL w/o o 3.5D G 298.42 G 92.92 FLl 294.50 -.rJC2 2 W/o FLI 295.50 G 298.42 G 93.92 W/o G 294.92 UNIT G2 MD LEFT UNIT A UNIT GI MU RIGHT 5-8 �_T• CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engmeenng•Design PROVIDE$15 BARS AT 24'O.G 117 Black Point Lane VERTICALLY 4 HORIZONTALLY I CENTERED ON WALL.PROVIDE I 401S78 2983 Camera/O'Neill PO�"1O1C.RI o287i s=5 DOWELS INTO FT6.TO 12"THICK GONG FT6. c��,ir�Envn��s 12'-5'' 12'-5' RBNF.W/05 BARS _JpMATCH VERT REINF. 12"O.G.EK BOT. 4 13'-5W' 15'46' e. Of N t W y 50.1 A. �P G V 9 Y-2- 10 13'-2' I COORDINATE '� '' 9'-4' WATERPROOFIN6 GONG.FT6.REINF W/04 GONG.FT6.REINF W/a4 W ��BARS®12"O.G.EA.,BOT. - ,�BAR5®12"O.G.E-A,BOT. - AND DRAINAGE W/ARC - � w ILI a Z am �� >:co 010 2'TH GK GONC.FT6. O 1 I O I I O I , ------ --- NL DW65. may .-• ' v' > >o_ c a_ REILM NF.W/a5 BARS® - L---J - ,--- - L---J PROVIDE a INSTALL 12'O.G.EA,BOT. J 10'DIA REINFORCED 5. I I I A. SIMPSON ASU44 OR ABUbb 2'-I' - "5':- , 0 �_ _°: b SONOTUBE PIER TYP. 5'A I T.O.WALL I STANDOFF BASE a FASTEN p-4' 4 'r I 50.1 (B.O.MIN.3'-b" - I ' [GOORD.W/ _ TO GONG W/5/e'VIA. - V �-m `'D ---[BOF.-lo_lo')- BELOWGRADE) ARGHLI O EPDXIED THREADED 12'5' 50.1 u Z b --� at -- ------------- -------------------'tr-----� 7 I '-i' ;D ANCHOR ROD(b'EMBED) af �r 1 r t• I C.00RD.W/ARCH'L 1 -�i' 5'-8' a U I f GONG.FT6.REINF.W/#4IGONG FT6.REINF.W/ 4 - - • LBARS®12'OG.E1�t.,BOT� BARS®12'O.G.EW.,80T�r - T.O.WALL PROVIDE 4 N5TAL BEAM - O O_ 12"THICK GONG.FT6. T.O.WALL ®BEAM POCKET AND P T.BEARING _ I I O I I - I ' REINF.ry�5 BARS POCKET I I r---- ---- r� L 3'-2 J L 3'-2 10'DIA RE N)=ORGED L---J b PLATE TO ACCOMMODATE u- --- 12"O.G.EA,BOT. Q - [-Ia) BEAM PROTECT 10 T.O WALL O'WINDOW v UNTREATED LUMBER WITH I Q 50.1 50NOTUBE PIER,TYP 3-2. 50 I p I T.O.WALL T.O.WALL®WINDOW BUILDING FELT,TYP. 1 I p [GODRD.W/ARGH'L] T.O.WALL) I I I 5' 5• (B.O.F.MIN.3'-b"BELOW I [C0ORD W/ 1 [GOORD.W/ARGHL] a•� 1 -- - ----10 L. - - ---------�B.o F. o'-- ------------ - - --- ARGH11 I gCLy.�---i r --� 8• LY I Ip I - -------- --'�--� --- --51�---.------ COORDINATE I 3 G01- I I m r ,• 7. WATERPROOFING I I i TO.WALL I I PROVIDE#4x48' - ------- a ----- t-'k- •r- -------- --------Y ------ --------t--------� 1]I IAGONAL REBAR [BO F-10'-10") - 1 AND DRAINAGE W/ I F3 I L- [-0'-tea„) I AT RE-ENTRANT ARCH'L ON55. L= - I 1_ I SLAB GORNERS. TA.WALL I 1 ADJACENT T'a BEAM T.O.SLAB UNIT �r POCKET [-O'-51'4') I I a PROM �5 BARS AT 24'O.G -btS' 14'-IW:' 1 O 1 FOUNDATION w VERTICALLY a HORIZONTALLY - I I ELEV.-a-b I O [-2'-33/i'] T O.WALL®WINDOW - CENTERW ON WALL.PROVIDE i I -� 1 [GOORD.W/ I #5 DOWEL INTO FT6.TO MATCH -� I 1 I I [GOORD.W/ARGH'L) I T.O.WALL VERT.REINF PROVIDE d IN5TALL)4" I :-P I I SLAB DETAIL O1 O WALL PROVIDE 4 INSTALL 12' - COORDINATE I ) I tii GAP AND BASE PLATES 1 .� 50.1 OI I'-10'FT6. '5PRIN6FIELO"GAP AND - AT ALL COLLMNS,TYP. I BASE PLATES AT ALL I I AND DRAB INAGEFI W/ I ,' i O i 3S• �Pyy� I 1 Lc. I LALLY COLUMNS,TYP. ARCHL DW65 J 4"NORMAL AT.CONC.� ml I I -A q. I I W 5 I I I 1 1 I SLAB-ON-6RADE. I •_- --_ 50.1 I F 1 I 50.2 m SEE DETAIL 50.2 I, } 5 I r PROVIDE a5 BARS AT 24'O.C. PROVIDE d I TALL 1�i" L-EMJ ( 1 I PROVIDE a INSTALL)�'GAP AND-\ 1 '5PRINGFIE 'GAP APD I IO'-2J6' l'-lYs' 1 TO.WALL BASE PLATES AT ALL H% \ I IO VERTICALLYG N WALLZOPROVIL 3'-lei' 14'-10%" I [-0'-51'a'] COLUMNS,TYP.BASE PLATES I O BASE P' AT ALL I �� I- #5 DOWEL5 INTO FTC.TO MA GH I LALLY' J"A ALLTYP. I SHALL BE SUBMITTED W/STEEL I 10'WALL 1 I PROVIDE 4 INSTALLI4„- I PROVIDE 4 INSTALL SHOP DRAWINGS r-� - TO.WALL Ili N _ I __ I VERT.REINF. BEAM POCKET AND P.T. ®BEAM 1 O. I O„WALL I v '5P4RIN6FIELO'GAP AND I BEARING PLATE TO 1 I POCKET 1 m REINF W/p4 BARS® Z 1 I 1 4•L 1'-10'FT6. I. �r� BASE PLATES AT ALL 1 ACCOMMODATE BEAM. T O.SLAB i u 12"THICK GONG.FTC. i `SLY LALLY COLUMN5,TYP. 1 1 [-I'-(a►'a'1 1 12"O.G EA,,BOT Q -10'FT6. L - T0.WALL r-b, ry I PROTECT UNTREATED ELEV-9'-6" I I J } 01 1 i I POGO I LLUMHER WITH BUILDING �` I i I [B.O.F.MIN 3'-b" I C FELT BELOW GRADE] I T.O.SLAB I [-2'-33/4 1 F F2- T.O WALL I `' ---� I- Z 1 I ELEV.-4'-6' 3 PROVIDE d INSTALL BEAM 1 L- -J v�; Ia ®BEAM I I SLAB DETAIL I ., 0 SO I POCKET AND P T.BEARING PLATE I I �`� �� POCKET I I SO.I 18'-031 I I b'WALL F- I AS REQUIRED TO ACCOMMODATE { 1^ rn BEAM.PROTECT UNTREATED I O -a 1 C. I-I'6�'4'] I I ni a _N • 1 I SLAB DETAIL PROVIDE Y4x48' LUMBER WITH BUILDING FELT I ` I 1 1 TYP T.O.WALL I I 4"NORMAL WT.GONG 1 I I �^ Q O 50.1 OIA60NAL RE13AR 1 I 3 1 SL SEE DETAIL TYP O I 1% Z Z U AT RE-ENTRANT 1 L�-_1 50•I I 3 1 t [- PROVIDE CONT.p4 BAf to SLAB CORNERS. I I m I T.O.WALL®BEAM 50.1 I 1 CENTERED AT TOP OF ALL Z O Q C) 4'NORMAL WT.GONG. TO.WAL�i p TO.WALL-- I I' 1 u IS'-OK r I POCKET[-I'-bY4'] I 1'-4�i' SAND HEAR KE CONTINUOUS BE BL�P 2x3 O lL n SLAB-ON-GRADE. ®BEAM [-O'-`�a'l I �' I I p i._ - SEE DETAIL POCKET I O I I ;fl TO.WALL C. + -- LL w 20'-2' T®BEAM �` I T.o.wALL I I N Q O.WALL r ' , ' I I POCKET 1 a BEAM I 1 m ❑ N ❑ PROVIDE d INSTALL BEAM I `-0-SI'a'1 1 _---�----r--- ---- ---- L--- -- [B.O.F.-10'-10'] - ----------- TO. L I [-I'-FaVa') 6 T.O WALL I I POCKET 1 POCKET AND P.T.BEARING PLATE I I / •b 1 .I• ®BE M 1 50.1% POCKET � _j A5 REGUIRED TO ACCOMMODATE 1 PROVIDE a INSTALL - 1 , ' i [-I'- ') I 51M PROVIDE 1$4x48" 1 PROVIDE(4)84 VERT. BEAM.PROTECT UNTREATED ^1 BEAM POCKET AND P.T. 50.1 _---- -+---- --------- 1 I I [-I'-f�'a'] [BO F.-10'-10") �-DIAGONAL REBAR I BARS A7 PIER LUMBER WITH BUILDING FELT ^I ' O 1 BEARING PLATE TO SIM I PROV DE a INSTALL I 1 L--+-- --+------------------- AT RE-ENTRANT 1 O 1 ACCOMMODATE BEAM. = � 1^ 51M � O 13EAM POCKET AND PT. I UNTREATEDPROTECT � _ SLAB CORNERS. Ilk O I I I BEARIN&PLATE TO LUMBER WITH BUILDING IN THE EVENT OF SEPARATE J I i �51 LL AGGOMMopATE BEAM. 1 --1 ----- -----'- -----4----- ti I O 1 FELT POURS,PROVIDE d INSTALL+t5 I I v 50. I O PROTECT UNTREATED I •I `�, 1 I r ,-r i 1 1 m x 30"LONG DOI-EL5®12'O.G. I I 10'WALL I I T.O.WALL 1.-0. I I 1 o I I I -I LUMBER WITH BUILDING I I I m 1 �5 VERT.DRILLED d EPDXIED INTO I O FELT I PROVIDE a INSTALL 1 ®BEAM - 11 501 `I I BEAM POCKET AND P T.FDN W/6'EMBED I I m I I'-10'FT6. POCKET I x 50•I I SLAB DETAIL I I ,I� BEARIN6 PLATE TO I I I._ 15'I 1 10'WALL I I I I I ACCOMMODATE BEAM. I I [- la�i') 12"THICK GONG.FTC. I I I I SLAB DETAIL I 50.1 I SIM T.O.WALL I PROTECT UNTREATED REINF.W/#4 BARS® I I 1'-10'FT6. I I I LUMBER WITH BUILDING I 1 _ 6 ®BEAM `1 [' 8'WALL I I 50.I 9- FELT.TYP. I I I I 12'O.G.EA.,BOT. POCKET 1 I 4"NORMAL.^!T GONG. O 10'WALL x w SEE DETAIL PROVIDE a INSTALL p 1 r SLAB DETAIL I I I I I'-8"FT 1,4 i O Q SLAB-ON-6RADE. I I -I I � 50.1 � I L I 'e [B OF.MIN 3'-b' I -� I =Z_ % BELOW 6RAOE1 4"NORMAL AT.GONG. w _ -� 1 I EIEAM POCKET AND P.T. I 43 5 SLAB-ON-GRADE. Q N BEARING PLATE TO I T. WALL O I O ` 5k I I'-10'FTC F I g 1 i I E- O SEE DETAIL p� ACCOMMODATE BEAM. I ® M I 4'NORMAL WT.CONG Z w `�O.I 1 - _ --- x b'WALL 1 I 3 Q g ;n PROTECT UNTREATED I I O P KET O I J 1 SLAB-0ON-6RADE Z 51M 1 `• I I J y W W iv I Ji ry LUMBER WITH BUILDING W Z O 1 10'WALL PROV DE'(4) 4 VERT. I p I I p [-l' a'1 m I 1 SEE DETAIL p 1 I n m ( T.O.WALL 7O.SLAB mg 50.2 I x T.O.SLAB FELT 1 w _v I .+? ( 4 Q O I'-10"FT6. BARS AT PIER ` ELEV.-I'-0'® <6 ti ELEV.-I'-0'6 $ 1 1 1 [GooR2.w/ 1 , ARGH'L] GARAGE DOORS Q GARAGE DOORS T.O WALL I I O N 1 2 T.O.SLAB `�w I 1 `� ELEv.-r-0•® I I I ♦^ 0 Q 1 I I TO.WALL 5 v 1 d Q IN THE EVENT OF SEPARATE I u [-0'-Sy4•] I GARAGE DOORS PROVIDE G NT-#4 BAR T.O.WALL I 1 I POURS,PROVIDE a INSTALL#5 O 1 I 50.1 I 0 CENTERED AT 7 .O HALL OF WALL I I [-0'-5<'a') T[-0,- I I 1 x 30'LON6 OOWEL5®12'0 G. I L A'�CONTINUOUS 3rVELED 20 1 I I 1 VERT.DRILL 4 EPDXIED INTO SHEAR KE"ATI HALL BASE '. I 1 IN THE EVENT OF SEPARATE I FDN.W/b'EMBED. I I O a •- I I ?OURS,PROVIDE 4 INSTALL rs5 1 I LD .:. ... '• IN THE EVENT OF SEPARATE I I 1 � POURS,PROVIDE 4 INSTAL 45 I 1 0 = W m I x 30'LONG DOWELS®2"O.G. I TO.WALL _j a .----- I 10'WALL!_ I u U 5 1 I I VERT.DRILLED d EPDXIED INTO I ' 8 ®DOOR b WALL I 3 x 30"LONG DOWELS tr l2'O.G. I ;'� 1 I 1 v. T.O.WALL I VERT.DRILLED d EPDXIED NTO tp I I FDN.W/6'EMBED I [-I'-8'] _ _ ti I'-10'FTC. 50.1 _j _1 IU [-0'-5<'s'] ,' SD.I 1 :fll I 502 _j FDN.W/b'EMBED p O I I T.O.WALL LL I [ L ----- -- -- -------J vl SIM TO.WALL - o TO.WALL 1 O r WALL O 1 1 4 - - o I ® --------- - ------ ---- -- -------------- :'I J o T. WALL a DOOR [-o'-Sra'] I I I 4„ I 1 [-0'-`s<'a') °_ ----� - -- --- --- ---- - - �I ' � I •` 1 -FT.O. ------- ---- - J�. r� ° [B O.F.-4'-b") o r ; I 'k ----- - ----- --- ------ I� o I m i ---------- ry ' L-- 1 1------ - T.O.WALL I - ------------ - ------ - I ? m I . - - ------ - - - ---- 1 •�' I O I I I 1 56. [-0'-5►'1 1 i [B.o.F.-4'-b") 50.1 F. - ---- - [B.O.F.=4'-b,.� i- i --I I --- -------PROVIDE(4)Y4 VERT. L---- -J 'I 10K ° r T.O.WALL rn I L -+ �1� J 1 BARS AT PIER I r -' I T m a'-ICYS' [-I'-4'] 1 J I 4 1 't � �'.. �•. 1 50.1 -------'k---------- j T.O WALL I I y-f=8=Fib--- ---- ±I6'-3'GOORD.W/ARCH L I 51 M 10 I [-I'-4"] I 8"WALL ±I'-10'S' ±I'-Ip5" 50.1 50.1 I I L-- ---� I b GOORO.W/ARCHI_ L L------ -------- 1 - C.00RO.W/ARCHL ±4 41* 14-b' L ----------J 50.1 I I W-2'All -- zi 8-2' FOUNDATION PLAN-CLUSTER O-EGRESS WINDOWS t-00TIN6 SCHEDULE A FOOTING FOOT'NC7 CL SCALE:I/4=1-0 ID TAG SIZE RE'.INFORC N6 m C.G. NOTE: FOUNDATION PLAN NOTES: F2 2'-O'x2'-O"xl2-THIGK (3)#4 E.W.BOT. G.G. NOTE: I TO FIRST FLOOR 5U8 FLOOR SHALL BE GALLED ELEVATION 0'-0" F2.5 2'-6'x2'-&"xl2"THICK (4)#4 E.W.BOT.REFER TO INDIVIDUAL BUILDING 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POGKET5,GUT-OUT5,UNDERGROUND UTILITIES, F3 3'-o„x3-o„x12„THICK (4),�4 E.W.BOT. REFER TO INDIVIDUAL BU(LLD I NG DRAWINC5 FOR DETAILS AND PIERS,FOOTINGS, GHANI AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, DRANIN55 FOR DETAILS AND J 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR F4 4'-O'x4'-O"xl2'THICK (5)>±5 EA.BJT. TO CONSTRUCTION. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS. , Y ADD'L INFORMATION 3 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILED SOLID WITH CONCRETE PROVIDE cur-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTING5,5LAB5, ADD'L INFORMATION THICK'5PRINGFIELD"GAP AND BASE PLATES AT ALL LALLY COLUMNS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH e 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION a SPECIFICATIONS CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADE5 DRAWINGS PRIOR TO CONSTRUCTION v 0 28-.0" =6-- _ - ---------------•------•--------_-1-----------_•-_- --- ----------------------------------- I IY � W +3' 01'S0� _ - -— �I h =3y O S p -- - _---- ---- - ! 0 W p C V r y 40 Z r, c v ' I a +302.00OF r__7If ! Q • 'k ic Y �_ ' I ! ' ;t ti +301.27 ---- - — z SO ---- ---- ---- _ -—-- ! > Lu i -- 110 G3�� ! N ` \ I I ! - I I V)-- +, ------._ -- --- - - -- ------� _-------------- ---------.- I -TYPEr____—_------- — ------ r—'-- �- —- —- ---— CN UNIT 'C2 LEFT'' 034� UNIT TYPE•A (UNIT TYPE'C2 LEFT ,,(034 UNIT TYPE'A' `1035? +UNIT TvPE'Ct RIGHT' 03M cl, \� —� , E 0 } NOTE. ' ( NOTE. NGTE I NOTE N TE 1 O Z Ii SEE y•=1'-0'S,-aLE DWG's ON'C2 LEFT* I St_E Y'=1'-0•SCALE DW ' SEE!• I_n•�A+ I �ON*Cl Llf 1• Sf:E Y':I'-0*SCALE DWWs'ON•A• I•-0'SCAI E EIWG's ON•CI RIGFIT• J U SET FOR f-:CC�ITIONAL INFO. SET FOR ADDITIONAL IN SEI F;'' A`1D1 i NA I SF T FOR ADDITIONAL INFO SL I f OR A00ITIONAL INFO. u- N i= FIRST FLOOR PLAN ROOF PLAN SCALE:1/8"=1'-0' 4 SCALE.1/8'-I'-G' N Q Q l.� Q s O2_0 .� 28-0' 56-711 i 1 ! _ _ ----------------- r i I�iI I I 1 I L-- _ � 0 ------ r - ! I I I i T.OW.-296 062' I °i i i O --- I OR 296 +292.50 +292.50 - +292.50 0 All i i'li •{' n ' .• �31z.17 LA !! LL l 217 sz ------I -------- _ I - --- 1 nl L l I i m __ ___ 1 __ +312.17 ' `- -- d L_--_ -� I •1 - - p i a tEE j `RL - I ! 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SET FOR,ADDITIONAL INFO. i SET FOR ADDITIONAL INFO. r REAR ELEVATION RIGHT ELEVATION SCALE:1/8"=1'-0" SCALE'1/8'=1'-0' cym"> G 3 Y ti KIN FIEL EVELOPMENT DRAWING LIST NIT �� A0.0 SPECIFICATIONS I HT, 6 0 E L NE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 129m25=1 ■ 27 A1.1 FLOOR PLANS INTERNATIONAL DRIVE A1.2 ROOF PLAN A2.0 EXTERIOR ELEVATIONS - AS-R? SURVEY RYE BROOK, NEW YORK A2.1 EXTERIOR ELEVATIONS RVEY REQUIRED PRIOR T A3.0 BUILDING SECTIONS IItv�L Ih S�'ECTIO(V A3.1 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC A3.2 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 Rye Brook, NY 10573 S0.0 FOUNDATION PLAN S0.1 DETAILS S0.2 DETAILS IL S0.3 GENERAL NOTES M�i-i A P:R6sriA,"sF"•:7aN ''Ct Ili! NYS Uniform Fire Prevention & Uniform Building Code: S1.0 FIRST FLOOR FRAMING , 2015 International Building Code, 3rd printing S1.1 DETAILS V ra � 2015 International Residential Code, 2nd printing S2.0 ROOF FRAMING 2015 International Fire Code, 3rd printing S3.0 SHEARWALL PLANS PRIOR TO THE ISSUANCE OF A ClOy AS REQUIRED BY NY STATE LAW. 2015 International Energy Conservation Code, 2nd printing 2015 International Plumbing Code, 3rd printing 2015 International Mechanical Code, 3rd printing 2015 International Fuel Gas Code, 3rd printing 2014 National Electrical Code 'Q 2016 Uniform Code Supplement 2016 Energy Conservation Coda Supplement LL Copy 2009 ICC 117.1 Accessible & Usable Building and Facilities Project Criteria: - Use Group: R-2 PEM:M{T# Construction Type: 5B S S L# I Z�' ,Z�' 2-**z Area: 3,382 sq.ft. D FEB v 8 2017-ATE APP�20� I� Volume: 29,682 cu.ft. - BUILDING INSPE R,Village of Rye Brook,NY 7 Thurston Avenue Structural Consultant Newport, RI 02840 Camera/O'neill Engineers CordtsenDesign.com 117 Black Point Lane Portsmouth, RI 02871 401.619.4689 REVIS _ MEP&P Consultant PLAN R.W. Sullivan En ineerin Engineering JAN 2 7 529 Main Street#203 2017 TE a C O R D T S E N Boston, MA 02129 DESIGN ARCHITECTURE DEPARTMENT GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I ALL CODES HAVING JURISDICT ON SHALL BE OBSERVED STRICTLY N THE CONSTRUCTION OF THE PROJECT, I FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT ACI BUILDIIVGPAPER ASPHALT SATURATED FELT,ASTM D-226,TYPE I.15#OR TYVEK HOUSEWRAP MANUF.BY //V.sWmrG/OUTSWING/GLID/NGGL4SSDOORS:I%'PANELS WITH CLEAR 9'B INSULATED,ARGON FILLED,LOW-E, SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUD NG ALL APPL CABLE STATE,CITY AND COUNTY BUILDING,ZORNG,ELECTRICAL,MECHANICAL,PLL,"BING 318,AND CRSI'MANUAL OF STANDARD PRACTICE-AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPONT,ON ROOF AND WALL SHEATHING.ALL NSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF UNITS SHOW MUNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX fl CLOTHES DRYER EXHAUST BOX SEALED TO GWB LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR fl EXTERIOR SIDE OF GLASS,ALIGN NG AND F RE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF ItNFORMAT ON 8 THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL BUILT-IN CABINETS TO GWB CONSTRUCTION AND BRING ANY D SCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DRAWINGS) BnVAM 017SMEMBRAINE.GRACE,ICE fl WATER SHIE-D,SELF-ADHERED,RUBBERIZED ASPHALT SHEET DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS./'MINTIN WIDTH TYP CAL.UNLESS STAIRWAYS IN CONTACT WITH EXT WALL SEALED AT GWB UNDERLAYMENT SEE ROOFING SPEC.FOR MORE INFORMATION. OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON NTERIOR,EXTRUDED ALUMINUM USED ON EXTERIOR;USE TO OWNERS TO THE ATTENTION OF THE ARCHITECT SUBMIT COPIES OF INSPECTION REPORTS,NOTICES ETC LAMINATED VENEERLUMBER(LVL):COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE FIREPLACE BOX TO GWB PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS. TO OWNER AND ARCHITECT. 44< 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. MAMFACTlRE1R AND WITH INFORMATION CONTA NED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COMBUST ON AIR SUPPLY DUCTS AND PIPES TO GWB FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL EMRYDOOR W,*INSULATED FIBERGLASS BY JELDWEN,SEE EXT.ELEVAT DNS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB ENG NEER AND N ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-UP LVL BEAMS TO BE SIDELITES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283, 2 DETAILS AMID SECTIONS ON THE DRAWINGS ARE SHOWN Al SPECIFIC LOCH"DNS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB FRAMED USING HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OF)k'TOYe'THICK, WATER RESISTANCE:ASTM E331,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 28.THERMAL TRANSMISSION: S MILADY MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE M NOR VARIAT DNS. THE BUI GENERAL REQUIREMENTS THROUGHOUT DETAILS NOTED'TYPCAL'MPLY ALL CONDITIONS TREATED BUILDING.ON PAID TO FOOTINGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING ADHERED CONTINUOUSLY.WATERPROOF ADHES VE,ASTM D-2559-76.FB=2800 PSI,E=2,000,000 PSI,STAMPED WITH R 5.49(CALCULATED). ELECTR CAL BOXES fl CABLE/PHONE BOXES TO GWB GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123, WRIIII MANUFACTURER MARVIN INTEGRITY WOOD4JLTREX,SHALL HAVE INTERIOR FACTORY-PRIMED WOOD WITH OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PAINT F NISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT F NISH.PROVIDE AND INSTALL 12' AIR SEALING MATERIALS-USE A COMBINATION OF THE FOLLOWING (!: 3 THE CONTRACT DOCUMENTS ARE INTENDED TO PROV DE THE SAS S FOR PROPER COMPLETION OF THE WORK 4 ALL FOOT NGS SHALL BEAR ON UNDISTURBED DRY SO t.BEARING CAPACITY OF 4000 PSI FOR FOOT NGS fl PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT DWG'S. GRACE'VYCOR PLUS%OR EQUAL,AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR W NDOWS,APPLY DIRECTLY TO CAULK-SEALS GAPS LESS THANYz WIDE SUITABLE FOR THE INTENDED USE OF THE OWNER ANYTH NG NOT EXPRESSLY SET FORTH,BUT WHICH IS FOUNDATION WALLS,3000 PSI FOR SLABS. PARALL4MPARALLEL STRAND LUMBER(ESL):COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING,PR OR TO INSTALLING W NDOW.PROVIDE fl INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM FILLS LARGE GAPS AND SMALL HOLES Z Z Lu m o 1 J REASONABLY MPL ED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT,SHALL BE INCLUDED. MANUFACTURER AND WITH NFORMATION CONTA NED IN THE CONSTRUCTION DOCUMENTS. THE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECT ON fl BACKER ROD-CLOSED CEL.FOAM OR ROPE CAULK PRESSED WO GAPS W U- R� c 5. COORDINATE JNOER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OTHER RELATED WORK FABRICATION OF THE PSL SHAL BE AS MANUFACTURED BY WEYERHAEUSER ILEVE MODULUS OF ELASTICITY FOR FINISH OF HARDWARE fl WINDOW ALUM NUM PAINT COLOR PRIOR TO ORDERING.UNITS TO HAVE CLEAR INSULATED, GASKETS p--� ,o cv c a BEAMS SHALL BE 1,016,535 PSI,COLUMNS SHALL BE 914,880 PSI.Fe BEAMS SHALL BE 2,900 PSI,COLUMNS 2,400 �' a� cP 7- 4. ALL DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL D MENSIONS,-OCATE ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY BUILDING WRAP INSTALLE)OVER EXT SHEATHING,SEALED WITH TAPE AT JOIN'S c W U PSI.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED W TH ZINC RICH PAINT AS NOTED ro- DEPRESSED SLABS.SLOPES,DRA NS,OUTLETS,RECESSED REGLETS,BOLT SETTINGS,SLEEVES ETC 6. CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. GLASS WHERE REQUIRED BY STATE CODE AL_OPERABLE UNITS SHALL HAVE INTEGRAL SCREENS. IF UNITS SHOW oc 0 W o= 0 0 IN CONTRACT DRAWINGS KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH MUNTINS ON EXTERIOR ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR fl EXTERIOR SIDE OF SHEET GOODS-WOOD SHEATHING.GYPSUM WALL BOARD,RIG D INSULATION.TAPED EDGES tl o c v STRUCT.DWG'S. MEET METAL-EDGES CAULKED - ?Q .n 5 THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORAM-FORM MATERIALS TO CONFORM TO ACI 347,PS 1 74. PARILLAM PLVSP R�STRAAW LbMBER(PSL PLUS):COMPLY WITH THE NSTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%MUNTIN W DTH POLYETHYLENE PLASTIC-EDGES AND PENETRATIONS-APED AND SEALED U (U `N a DETERIORA':ON OR DAMAGE. RECOMMENDATIONS OF THE MANUFACTURER AND W TH INFORMAT ON CONTAINED N THE CONSTRUCTION TYPICAL,UNLESS OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR,EXTRUDED ALUM NUM USED ON REINFORCINGBARS DEFORMED STEEL,ASTM A-615,GRADE 60. WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS,WINDOWS,ETC oa J REWFORCINGAMM.WELDED STEEL WIRE FABRIC,ASTM A-185. DOCUMENTS.PLUS PSL FOR USE N WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR:USE PATTERN AS INDICATED ON THE EXTERIOR E AT ONS CONTRACTOR HAS THE OPTION TO HAVE .4MASTIC SEALS AIR HANDLERS.DUCT CONNECTIONS AND JOINTS 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, CEAfI.M PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.THE THE WINDOWS DEL VERED WITH THE EXTENSION JAMBS NOT INSTALLED,TO MAKE IT EASIER TO NSTALL INTERIOR PORTLAND CEMENT.ASTM C-50,TYPE I OR II. DES GN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER LEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT,FOR REVIEW LL 81 OR FOIL FACED TAPE-TEMPORARY SEALS AIR HANDLER,DUCTS-NOT ACCEPTABLE TECHNIQUES,OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK N ACCORDANCE WITH THE WATER:CLEAN,POTABLE AND NON-DETRIMENTAL TO CONCRETE. BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH Z NC RICH PAINT AS NOTED IN CONTRACT OVERHEAD DOOR. SELECTED BY OWNER.PRIME fl PAINT ALL SIDES PROVIDE SHOP DRAW NGS TO ARCH TECT, ACOUSTIC SEALING GUIDELINES p DRAWINGS OR THE REOU RED CODES. AGGREGATE:FINE AND COARSE,NORMAL WEIGHT AGGREGATES,ASTM C-33. DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT. FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER. ADMIXTVRES A R-ENTRAINED TYPE.ASTM C-260 AND WATER REDUCING TYPE A.ASTM C-494.ALL CONCRETE DWG'S. AIR-BORNE SOUND:WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM G y 7. CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL NECESSARY PERMITS REQU RED TO PERFORM THE EXPOSED TO FREEZING fl THAWING.6%-8%.OTHER CONCRETE:2%-4%. TYPICALEX7ERIORWALL:2x6 WOOD STUDS 0 16'o.c.,UNLESS OTHERWISE NOTED FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RAT NG OF WORK.SUBMIT COPIES TO OWNER AND ARCHITECT CbNCRETEAIDC TYPICALQVTERIOR WALL:CONCRETE READY MIX,ASTM C-94,3000 fl 4000 PSI COMPRESSIVE AT 28 DAYS. 2x4 WOOD STUDS Q Wo.c.,UNLESS OTHERW SE NOTED FURNISH AND INSTALI THE FOLLOWING: NOT LESS THAN 50(45 F ELD TESTED)FOR AIR-BORNE NOISE. VAPOR BARRIER:-LOCATE PER DRAWINGS,tO MIL POLYETHYLENE,ASTM D-2 03. NOTE.NO INTER OR F NISH WORK IS TO BE STARTED UNTIL A WATER-TIGHT SHELL IS ACHIEVED a 0 � 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPER N"FJNDENT WHO SHALL B INTERIOR TRAIL•SELECTED BY OWNER.N ATTENDANCE AT THE PREFORMED JOINTF7L.EJ�Yz,ASPHALT IMPREGNATED FLEXICELL THERMAL AND MOISTURE PROTECTION CU)SETSHELVING&BARS SELECTED BY OWNER. 2 STRUCTURE-BORNE NOISE:FLOOR/CELL NG ASSEMBLE ES SEPARATING DWELLING(NITS FROM EACH OT iI OR PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT IS DOVETAILANo70RSL0M 22 GA.GALVANIZED STEEL. I. FURNISH AND NSTALL THE FOLLOWING: GLISSSXOWERENCZOWM&BATHAMtRORS SELECTED BY OWNER FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN,MPACT NSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 REQUIRED TO BE ON S TE DURING ANY CONSTRUCT ON ACTIVITY,NCLUD NG WORK BEING DONE BY FL4VlVVGREGLE7S.GALVAN ZED STEEL. 1O7UCHEN&BA771CABINET VCOUNTERS.SELECTED BY OWNER. ,.45 FIELD TESTED)=OR STRUCTURE-BORNE NOSE ,9 4 SUBCONTRACTORS. N ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOIJNDA77ONWALL FINEW.•AS CAST WITH THE FINS REMOVED,HOLES AMID HONEYCOMBING FILLED fl FLUSH CUT 2. THE FOLLOWING SPEC•F CATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN.ASHRAE HANDBOOK A7 CAN&BA7HPLUAMIIVGFIXTURE4&APPL411VCM.SELECTED BY OWNER SUPERVISE ALL CONSTRUCT ON ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLANCE WITH THE TIES.RUB WITH CONCRETE SR CK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL FDr UREl-SELECTED BY OWNER. 3.OPENINGS ACID PENETRATIONS IN CONSTRUCTION ASSEMBLES FOR PIPNG,ELECTRICAL DEVICES,RECESSE: CONTRACT DOCUMENTS FLOORSL 4W MVTER/OR)FINLSH.SMOOTH,STEEL TROWEL FINISH.INSTALL CONTROL AND EXPANSION JO NTS INSTALL FLASH NG AND SHEET METAL IN COMPLIANCE WITH'ARCHITECTURAL SHEET METAL MANUAL'BY DOOR HARDWARE:SELECTED BY OWNER. CAB NETS,BATHTUBS,SOFF TS OR HEATING,VENTLAT NG OR EXHAUST DUCTS SHALL BE SEALED,_NED AS REQUIRED. SMACNA MEDICEVEGIBINET:MEDICINE CABINET TO BE LOCATED:N EACH BATHROOM(MC).SELECTED BY OWNER. NSULATED OR OTHERWISE TREATED TO MAINTAIN THE REOU RED STC RATING OF THE ASSEMBLY 9 CONTRACTOR SHALL BR NG ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCHORBOLIS.Yz'DIA.(MIN.)PLACED W-Wo.c.(MAX.)INTERMEDIATE SPACING MINIMUM(2)BOLTS PER PLATE IN ERIORSTALIM PROVIDE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR SELF SUPPORT NG WOOD ATTENTION OF THE ARCHITECT IN WR TING AND WRITTEN NSTRUCTIONS SHALL BE OBTAINED BEFORE SECTION,I2'MIN.FROM PLATE END 3. GALVANIZED SHEET FLASH NG SHALL CONFORM TO ASTM A 653/A 653M WITH ZINC COATING OF 25 OZ PER STAIRS STAIRS SHALL BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT ALL PARTS OF THE STAIR SELECTED 4 FLOOR ASSEMBLIES THAT ARE CARPETED GENERALLY MEET THE MINIMUM IIC REQUIREMENTS.FLOOR SQ.FT.AND.20%COPPER BEARING,24 GA.DESIGNATION G 90 HOT DIPPED GALVANIZED.MILL PHOSPHATIZED BY OWNER. PROCEEDING WITH THE WORK.THE CONTRACTOR WILL BE HELD I�SPONS BLE FOR THE RESULTS OF ANY STRUCTURAL STEEL BLUES77DNETERRACE:EXTERIOR IYz'BUBSTONE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ASSEMBLIES WITH HARD SURFACE FIN SHIES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE ADDITIONAL ERRO RS,DISCREPANCIES OR OMISSIONS N THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR FA LED 4. NON-REINFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS fl DETAILS STONE TO BE SET IN I' ACOUSTICAL TREATMENT OR INSULATION TO MEET THE M NIMUM C REQUIREMENTS. TO NOT FY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. FURNISH AND INSTALL THE FOLLOW NG,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION fl THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TENSILE STRENGTH:ASTM D-412,TEAR RESISTANCE- MORTAR BED ON CURED.SLOPED CONCRETE SLAB VERIFY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR TO NO THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL DRAWINGS). 5 THE FIRST ESSENTIAL FOR AIRBORNE-SOUND SOLAT ON USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR vi ASTM D-624,DIE C-ULT MATE ELONGATION:ASTM D-412,LOW TEMP.BRITTLENESS ASTM D-1149.OZONE ORDERING.PROVIDE CONS STENTYZ MORTAR JO N S.COLOR fl TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL Z I O. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB AG NG:ASTM D-1149,HEAT AGING:ASTM D-573. CONTROL XZ EXPANSION JOINTS AS REQU RED. FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL O S TE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK. S7EELSHAPE$PLA7ESANDBARS ASTM AA92.ASTM A-36. EX7ERIORDOORANDWINDOWCASING.CELLULAR PVC,AZEK OR EQUAL..5/4 x6 JAMBS fl HEADS w/%'SCOTIA NCREASE THE SOUND TRANSMISS ON AT THE H GHER FREQUENCIES.THIS CAN HAVE A DETR MENTAL EFFECT ON N N RECTANGULARSTEEL 7UBECOLVMNS STRUCTURAL COLD-FORMED STEEL,ASTM A-500,GRADE B. 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE fl 5/4 SLOPED CAP,2'HISTORIC SILL.FIELD CUT TO F T THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUSTIC PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED ] I 1. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH,DEBRIS AND SHALL PROTECT COLD-FORMEDMEIAL FRAMVVG.•C-SHAPED STEEL STUDS,18 GA.ASTM A-446 SOLDERED JOINTS fl SEAMS ARE REQUIRED.INSTALL RED COPPER FLASHING AT ALL DRIP CAPS,DRIP EDGES A- DETAILS FOR SPECIFIC LOCATIONS OF EXTERIOR TRIM. SYSTEMS FAIT URE TO OBSERVE SPECIAL CONSTRUCTION PRECAUTIONS CAN REDUCE THE=FFECTIVENESS OF L N ALL ADJACENT WORK FROM DAMAGE,SOILING,PAINT OVERSPRAY,ETC.ALL FIXTURES.EQUIPMENT,GLAZING STEEL PLPF-ASTM A-53 TYPE E OR S,GRADE B. RAKES AND EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS.ABOVE EXTERIOR RUNNING TR M.HEADS OF MM EXTERIOR TRIM:Ix THICK CELLULAR PVC,AZEK OR EQUAL x CELLULAR PVC SHEET WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT ANCHOR BOLTS ASTM A-307 WINDOWS AND DOOR CAS NGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN lh".5/4 THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL S DING. BOLTS:ASTM A-325,Y'i'DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIEF CUT TO FIT REQUIRED SIZE. 6 SYSTEMS SHALL BE AIRTIGHT.RECESSED WALL FIXTURES SUCH AS MED CINE CAB NETS,OR ELECTRICAL. 2 SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL,MECHANICAL.ELECTRICAL AND SPECIAL ZED INSTALLA77ON.COMPLY WITH CURRENT A/SC CODES AND SPECIFICATIONS AND WITH AWS*STRUCTURAL WELD NG NOTE.ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS EX'IERIORRALLINGTANDBALL3'rM.SELECTED BY OWNER TELEPHONE,AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES,ETC.,WH'.CH PENETRATE THE GYPSUM BOARD, NQ CONSTRUCTION.SHOP DRAWINGS SHALL BE SUBM TTED TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE CODE'AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECTIONS DETAILED N WORK FROM LOW POINT TO HIGH POINT WATER-T GHT.WEATHERPROOF PERFORMANCE OF FLASH NG AND EX7FMORPORCHCEILINGS/EAVESOFFI7S Ix6 BERDBOARD CELLULAR PVC,AZEK OR EQUAL SHALL NOT BE LOCATED BACK-TO-BACK OR IN'HE SAME STUD CAVITY ANY OPEN NG,OR SUCH F XTURES AND EX7ERIORCOLUMQVCOVERS HB6G PERMACAST F BERGLASS FOR LOAD BEARING hBflG PERMAWRAP CELLULAR W THOUT RELYING ON SEALANTS. WITH THE DESIGN INTENT OF THE WORK.IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH RISC REQUIREMENTS FOR SIMPLE CONNECTIONS.CONNEC"'DNS SHALE_BE 30LTED OR WELDED SHEET METAL WORK IS REQUIRED, FOR P'PING OUTLETS SHALL BE CUT TO THE PROPER SIZE AND SEALED ELECTRICAL DEVCES SHALL BE 0 THE CONTRACTORS SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURERS WELDLNGELEC7RODES COMPLY WITH AWS DIA CLASS E-70 ELECTRODES PVC FOR NON-LOAD BEARING,SEE EXT ELEVATIONS FOR SIZE fl STYLE. N BACKPAINT METAL FLASHINGS WITH BITUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT WITH FURNISH AND INSTALL THE FOLLOWING: NSTALLED N FILL BOXES AND SEALED WITH ANON-HARDENING SEALANT,SUCH AS 3M BRAND RE BARRIER SPECIF CATIONS AND/OR RECOMMENDATIONS. PREUM PAINT:•TNEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE. CEMENTITIOUS MATERIALS OR DISS MILAR METALS. GYPSUM WALL BOARD. MPP-4S MOLDABLE PUTTY PAD OR EQUAL. .11I GALVAAMUM.ASTM A-123 WATER-RESISTANT:/z IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS Z (A 3 ALL MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT.•NON-SHRINK.NON-METALLICUN PREMIXED GROUTING COMPOUND. 6 ALUMINUM GUTTERS AND DOWNSPOUTS PER S14ACNA.SEE DRAWINGS FOR LOCATIONS.GUTTERS COAT FIRERA7ED7YPE'W'.V GYPSUM BOARD ON WALLS fl CEIL NGS OF GARAGE. ' THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE ART GHT TO PREVENT SOUND O (N WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EXECU77ON:PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE 'OGEE'STYLE.4k.HIGH x 6'WIDE w/BRACKET HANGERS 0 18'0.c.DOWNSPOUTS:CONT.PYa'x 4v4 VENEERPLAST R.ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEIL NGS AND WALLS,N TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND F,_ANIKING AROUND THE ASSEMBLY AND THROUGH F- Q) " PRODUCTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR SERVICE CUTTING TORCHES IN THE FIELD FOR CORRECTING FABRICATION ERRORS IN THE STRUC T URAL FRAMING. CON NEC-ED TO PVC DRAINS:REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRA NS. ACCORDANCE WITH ASTM C-587,C-754,C-844.F NISH OF PLASTER ON WALLS AND CEILINGS SHALL 9E SMOOTH ASSEMBLY PENETRATIONS.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q 0 FOR THREE YEARS.USE EXPER ENCED INSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT 7OUCH-UPPAINT.IMMEDIATELY AFTER ERECTION,CLEAN FIELD WELDS,BOLTED CONNECTIONS AND ABRADED fl READY FOR PAINT. THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN'HE ASSEMBLY AND SIMILAR U DELIVER,HANDLE,STORE,AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AREAS OF THE SHOP PAINT APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7 ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB,CONFORMING TO U.L.CLASS'A' ACCES4ORIER FIBERGLASS MESH JOINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL" SURFACES WHERE PER METER RELIEF IS REQUIRED.THE SPACING AND NUMBER OF MECHAN CAL FASTENERS S U cn PAINTING USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER F RE RESISTANCE,U.L.WIND RESISTANCE ASTM D3462 fl ASTM D3018 TYPE I WITH A MIN.30 YEAR MANIF CHANNEL,CASING BEADS,CONTROL JOINTS,ETC.AS NEEDED. ALSO OF GREAT IMPORTANCE IN ACHIEVING A L STED STC OR IIC RATING lL 4 ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED N THE CONTRACT AND PROTECT FIELD WELDS IN GALVANIZED MEMBERS. WARRANTY COLOR AS SELECTED BY ARCHI"ECT.SHINGLES SHALL BE INSTALLED PER MANUFACTURERS CERAMIC77LE CERAMIC TILE,MARBLE TILE fl ACCESSORIES COMPLY NG WITH TILE COUNCIL OF NORTH AMER CA / _ a) DOCUMENTS SHALL BE THE LATEST EDITION. QUALI77CONML•INSPECTION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH AWS STRUCTURAL WELDING INSTRUCTIONS.PRIOR TO INSTALLING SHINGLES.NSTALL GRACE'ICE fl WATER SH ELD'OR APPROVED EQUAL INC.IN COLORS AND PATTERNS SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE 8 PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO BE EFFEC"VE FOR THE LIFE OF THE BUILDING,SEALANTS Lu -+_ U SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES,EAVES,RAKES,VALLEYS,H PS, APPROVED MANUFACTURER.MANUFACTURER TO BE AMERICAN OLEAN FOR CERAMIC TILE AND MARBLE TECHNICS CODE.'INSPECTION OF FIELD ASSEMBLED BOLTED CO�CTIDNS SHALL BE IN ACCORDANCE WITH SECT ON 6,.4/SC. MUST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CAULKING IS UNSATISFACTORY AS AN � 5 THE CONTRACTOR SHALE:MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL ICE fl WATER SH:ELD�FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF AMERICA'HANDBOOK FOR CERAMIC TILE INSTALLATION'AND MANUFACTURERS 0 ROOF-TO-WALL INTERSECTIONS.AROUND ALL ROOF PROJECTIONS.AND ENT RE ROOFS THAT ARE FLATTER LTD.FOR MARBLE T LE OR EQUAL.INSTALL N COMPL ANCE W TH PERT NEAT RECOMMENDAT DNS CONTA NED'N ACOUSTICAL SEALANT SINCE IT TENDS TO HARDEN OVER TIME PLACEMENT OF THE SEALANT IS CRITICAL. THE Z V) Z 0 ENGINEER. ROUGH CARPENTRY ROOF TO M NIMUM 24'INSIDE THE EXTERIOR WALL LINE INSTALL PER MAN NSTRUCTIONS PURPOSE OF THE SEAL IS TO PROVIDE A RESIL ENT CLOSURE BETWEEN ONE SIDE OF AN ASSEMBLY AND THE I. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIE CATIONS AND CODE MODIF CAT',ONS AS INSTALLATION INSTRUCTIONS.ALL WALL fl CEIL NG TILE TO BE INSTALLED OINYz"RE N.CEMENTITIOUS BOARD.HARDWOOD FLOOR:PRE-F NISHED AND INSTALLED PER MANUFACTURERS INSTRUCT DNS.MATERIAL TO BE TOG OTHER,WHICH REDUCES THE POTENT AL FOR FLANKING NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS � 6 CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTAIN,BUT NOT BE UM TED TO,THE FOLLOWING SERVICES SPECIFIED HEREIN: 0I Lj A.AMERICAN INSTITUTE OF TIMBER CONSTRUCTION:STANDARDS MANUAL 8. WALL SIDING SHALL BE HORIZONTAL'iAJRDIE PLANK'LAP SIUNG WITH 5PV EXPOSURE COLOR AND TYPE SHALL 1'x2'OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL.BOARD WITH A M N MUMY..GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL U _j di DUR NG CONSTRUCT ON POWER.METERING,TELEPHONE,FAX,CONSTRUCTION EQUIPMENT,DEWATERING AND BE SELECTED BY ARCHITECT.INSTALL OVER 5#BUILDING PAPER OR TYVEK HOUSEWRAP NSTALL PER w Q Q e. NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIFICAT DNS FOR WOOD CONSTRUC'ION V/NYLSHEE'IFLOOR:COMPLIES WITH FEDERAL STANDARD.FS L-F-475,TYPE If.GRADE'A`,THICKNESS LOBO, AND ALSO AT THE SUBFLOOR SEALANT SHOULD BE APPLIED TO FILL THE PER ME-ER GAP BETWEEN THE PUMPING,HEATING,LIGHTING AND ACCESS.CONTRACTOR SHALL PROVIDE,BUT NOT BE LIM TED TO,THE c. SOUTHERN PINE INSPECTION BUREAU-STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER MANUFACTURERS INSTRUCTIONS. SHEET W OTH 6'-0' INSTALLED PER MANUFACTURERS INSTRUCTIONS.MAT ER AL TO BE T8G I"x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SUFUNXINDING FLOOR,WALL AND CEILING COMPONENTS.CAULK NG SHOULD NOT 0 V) 0 FOLLOW NG SECURITY AND PROTECT ON:FIRE EXTINGUISHERS,BUILDING ENCLOSURE AND LOCKUP, D. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR L GHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SILL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY ENVIRONMENTAL PROTECTION,PEST CONTROL,SNOW AND ICE REMOVAL.CONTRAC OR SHALL PROVIDE (TPI-74). 9. INSTALL WATERPROOFING fl PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE REMUENTFLOOR:INSTALLED PER MANUFACTURERS INSTRUCT ONS.AS SELECTED BY OWNER. SANITARY FACILITIES,DR WING WATER,CLEANING AND RUBBISH DISPOSAL E. AMERICAN PLYWOOD ASSOCIAT ON-GUIDE TO PLYWOOD FOR F OORS,PLYWOOD SHEATHING FOR WALLS AND FOUNDAT ON WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385 CARPETFLOOR:INSTALLED PER MANUFACTURERS NSTRUCTIONS AS SELECTED BY OWNER 9.INSULATION INDICATED TO BE PROV DIED IN A WALL ASSEMBLY SHALL BE THE SAME DEPTH AS T-E WALL STUD ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK IS COMPLETE,FOR CONTINUOUS SEAL PAINT. INSTALLED PER MANUFACTURERS INSTRUCTIONS.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUFACTURERS INSTRUCT DNS. (1)PRIMER COAT AND(2)FINISH COATS.EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP 5 BOTTOM FRAMING.UNLESS OTHERWISE REQUIRED BY CODE.REGULAR D GLASS FIBER OR M NERA WOOL 7 CONTRACTOR SHALL PROVIDE THE FOLLOWING,PRIOR TO SUBSTANTIAL COMPLETION:PINCH LIST, INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSULATTIONION,,A A S THIS WILL REDUCE THE ACC OUSTICAL SUPPORTING DOCUMENTATION,WARRANTIES,CERTIFICATIONS,OCCUPANCY PERM T,START-UP AND TESTING OF OF ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINTING.APPLICATION MAY BE 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF T MBER 10. SINGLE PLY EPDM MEMBRANE ROOFING,60 MILS THICK,FULLY ADHERED,SURE-SEAL DESIGN A,BY CARLSLE OR PERFORMANCE OF THE ASSEMBLY BUILDING SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS`CONSTRUCTION MANUAL.' M.A.B.BRUSH,ROLLER OR BY SPRAY IF PAINT IS DINT SHALL FOR SPRAY APPLICATION.INTER IT PAINT SHALL BE " APPRO EQUAL.INSTALL PER MANUFACTURERS INSTRUCTIONS. M. OR APPROVED EQUAL READY-MIXED PAINT SHALL NOT BE THINNED,EXCEPT AS PERMITTED IN THE O FOLLOW NG,PRIOR TO F NAIL ACCEPTANCE:FINAL PAYMENT REQUEST WITH SUPPORTING A FIDAV TS AND APPLICATION INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAINT MANUFACTURER FOR 0.RESILIENT METAL COMPONENTS:RES LIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT COMPLETED PINCH LIST 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM_VL AND PARALLAM PSL PRODUCTS II. FLEXIBLE,'100%WATER-BLOWN.OPEN fl CLOSED CELL POLYISOCYANATE SPRAY FOAM NSULATION.F BERGLASS CHANNELS POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THEY CONNECT.WHILE PROPER PAINT AND PRIMER TO BE USED ON CELLULAR PVC.ALL NAIL HOLES fl ROUGH FINISHED WOOD TO BE FILLED BY WEYERFRALJSER PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE '•� STRESSES AND SECT ON PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. BATT INSULATION,DEPTH DETERMINED BY STUD OR JO ST NSTALL JUST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COATS. PROV DING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS A CONCERN N THE NSTALLATION OF SITE WORK ROUGH ELECTRICAL AND PLUMBING NTERIOR WALLS REQUIRING SPRAY FOAM WILL NE:D ONE SIDE TO HAVE E(T.lLTZ .•KITCHEN ACCESSOR ES,BATH ACCESSORIES,FIREPLACE HARDWARE 8,MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CHANNELS IS THE LENGTH OF THE FAS`EIER AND THE PLACEMENT OF THE x 1. PERFORM ALL WORK N THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION,GEOLOGICAL 4. DESIGN,FABRICAT ON AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BE N GYPSUM BOARD INSTALLED PRIOR TO SPRAYING. NSTALL THE FOLLOW NG PER MANLFACTUII INSTRUCTIONS: SCHEDULE AND SPEC FICATIONS.ALL ITEMS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JO ST,THUS SHORTING OUT THE 5 i REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT. IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: f"WORWALLS-R-21 OPEN CELL SPRAY FOAM. RES LIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHNIQUE.S TO PLACE SCREWS ONLY BETWEEN ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SO LS A.SUPPLEMENT TO ENGINEER NG BLLLETIN#5E-266,DATED 4-19-00 OF A.S.DIV SION FHA 1-4-61 ROOFS EXPOSEDCEulNG4,CANTZLEVE"OVERHANGS.R-38 OPEN CELL'X'SPRAY FOAM w/IGN TION THERMAL SEALING GUIDELINES Z W Z B. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS REPORT#17414.5,DATED 9-6 86 BARRIER. STUDS OR JOISTS THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON NSTALLATON AND THUS A MIN MLMYa' ENGINEER TO INVESTIGA"E'HE SITE AND SU6M1.A REPORT OF THIS WORK TO THE ARCHITECT. IF A THE BUILD NG THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AIR INFILTRATION.THE SEALING CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQU RED THE RES LIENT CHANNEL SHALL BE DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR SHALL NOT PLACE c. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.0.1 70 BANDJOLS'7S R-2 OPEN CELL SPRAY FOAM. METHODS BETWEEN D SS MILAR MATERIALS SHALL AL-OW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. - RIMJOMS.R-38 CLOSED CELL SPRAY FOAM. INSTALLED PER MANUFACTURERS INSTALLATION NSTRUCT'ONS ^r% FOUNDATIONS WITHOUT WRITTEN INSTRUCT DNS FROM THE ARCHITECT/ENGINEER 5. FOR TRUSS CHORD AND WEB MEMBERS,PROVIDE D MENSION LUMBER OF ANY SPECIES,GRADED VISUALLY OR GARAGE CEILING:R-30 OPEN CELL SPRAY FOAM. z \�! MECHANICALLY,MID CAPABLE OF SUPPORT NG REQUIRED DADS WITHOUT EXCEEDING ALLOWABLE DESIGN PAR7Y,SEPARATIONWAM-3AF FIBERGLASS BATT ATTENUATION. a OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR I () -.PIPES AND ELEC RICAL CONDUITS SHALL BE CONGER RICALLY PLACED W THIN THE WA__AND FLOOR/CEILING O 2. PRESUMPTIVE SO L BEARING CAPACITY S 2000 PSF ON UNDISTURBED SOIL ALL CONCRETE FOOTINGS SHALL VALUES ACCORD NG"0 AFBPA'S'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION'AND ITS FMESWP:{ROCK WOOL OR TFERMA FIBER TO ACHIEVE RATING. CLOSED WITH GASKET NG SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATIONS. ASSEMBLIES,UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES BEAR ON UNDISTURBED SO L OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3-6'BELOW FINISH 'SUPPLEMENT'. GARAGESEPAR.l77ONWALL:R-2:FIBERGLASS BATT JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED W TH A MOISTURE � O - GRADE(MIN.) UNFP4TREWFUdF1ffDBASEMENTSEPARAT ION WALL:R-15 FIBERGLASS BATT VAPOR-PERMEABLE WRAPPING MATERIAL SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 2 REFER TO OTHER DRAWINGS,DETAILS AND SPEC F CATIONS FOR ADDI-!ONAL INFORMATION PERTAINING TO WALL ca 1 6. FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS IJNFINL4HEDBASEMEVTCEILIVG.•R-30 FIBERGLASS BATT. MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACT ON OF THE CONSTRUCTION MATERIALS. = r- 3 NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOT NG IS GREATER THAN HALF THE F[N�IED R 4cFMFA/l AND FLOOR/CE.I NG ASSEMBLIES. ` CEHANG.R-30 OPEN CELL SPRAY FOAM. r� 1 7 UNLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DES GNED BY ��1 HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE_DADS FIMNEDPERIMETER BASEMENT WAL1_R-14 CLOSED CELL SPRAY FOAM. 3. OUTDOOR AIR INTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL_BE EQUIPPED 3.THE FOLLOWING ITEMS SHALL BE CAULKED,GASKETED,OR OTHERWISE ACOUSTICALLY TREATED,WHERE x L � NDICATED ON DRAWINGS WITHIN PARAMETERS LISTED MUA4dL:FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MIDSILLS AND CONCRETE FOINDAT ON WALL WITH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT DWELL NG UNIT SEPARATION WALLS.CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES . p �/ IN 4 ALL BACKFILL AT STRUC-IA�S,SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.PLACE IN DOORSANDWIIVDOWS CONTINUOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO CFM PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED 8 SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROPOSED FRAMING NOTE:DO NOT FILL ENTIRE VOID.TO PREVENT FRAME DISTORTION.APPLY MINIMUM AMOUNT OF STAGGER fl OVERLAP JOINTS IN MULTI-LAYER GWB WALLS fl CEILINGS n` 8'LAYERS AMID COMPACT TO 95%MAX MUM DRY DENS TY DETERMINED IN ACCORDANCE WITH ASTM 0 1557. CONSTRUCTION,SHALL BE SUBM TTED TO THE ARCH TECT FOR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AIR SEAL GAP. TO BE USED IN BU WINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. ^' BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR N THE FOUNDATIONS. � W ``1 DRAW NGS SHALL INCLUDE THE FOLLOWING TENTS• Y,.'SEALANT JOINT AT GWB TO SUBFLOOR fl CEILING AT DWELLING UNIT SEPARATION WALLS A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED WITH Y r- 12. JOINT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PRODUCTS AND Y,.`SEALANT JOINT AT GWB TO SUBFLOOR fl CEILING,GWB TO DOOR FRAMES AT CORRIDOR WALLS 5 BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN B. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERW SE) SELF{LOSING DEVICES. APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS:ELASTOMER'C SEALANT:ASTM C 926, FLEXIBLE GASKET(SMOKE SEAL)AT DOORS N CORRIDOR WALLS 8 SEAL AT BOTTOM OF DOOR - 4: Z o ANY D RECTION,DEBRIS,ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS PLACE N 12'LAYERS AND AND/OR PO NT LOADS. SOLVENT-RELEASE-CURING SEALANT ASTM C-804,LATEX SEALANT:ASTM C-790,ACOUSTICAL SEALANT ELECTRICAL PANEL SHALL NOT BE LOCATED ON UNIT SEPARATION OR CORRIDOR WALLS zJ COMPACT TO 90%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-557 c. TRUSS CONFIGURATION DRAWING G VING STRESSES ON ALL MEMBERS,REACTIONS AT SUPPORTS AND ASTM C-919 U.INCLUDE BACKER ROD AS NEEDED SEALANT SHALL PROVIDE PERMANENT.A RTIGHT, 5 RECESSED I UMINAIRES INSTALLED N THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR SEAL EXHAUST VENT LATION DUCT JOINTS AND SEAMS WITH MASTIC STRESSES ON ALL MEMBERS INCLUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED LUMINAIRES SHALL BE IC-RATED - ^` SEAL W RING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STIR WALLS VJ 6. ALL SLABS ON GRADE SHAH BEAR ON MECHAN CALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9 FLINGERS,FRAMING ANCHORS AND FASTENERS:PROV DE AND NSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS AMID LABELED AS MEETING ASTMI E 283 FOR AIR TIGHTNESS.RECESSED LUMINAIRES SHALL BE SEALED WITH SEAL ELECTRICAL/CABLE/PHONE BOXES TO GWB WITH PUTTY PADS OR APPROVED EQUAL N 3000 PSF. A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVER NG 0 THE TYPE INDICATED AS REQUIRED.NA LS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC SEAL W RING INTO ELECTRICAL BOXES fl RECESSED L GHT HOUSING TO GWB _ USE NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR.MANUFACTURER TO BE'S MPSON'OR I REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING lir A UNDERWR TERS LABORATORIES,INC.:BUILDING MATERIALS DIRECTORY 7. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS DO NOT BACKF LL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICA'ED SHALL BE PROVIDED.ALL HANGERS AND 6. THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRPPPND OR OTHERWISE SEALED WITH AN AIR SAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS - CURED AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED. B NATIONAL FIRE PROTECTION ASSOCATION:PAMPHLET#80 STANDARD FOR PRE DOORS AMID WINDOWS BARRIER MATERIAL,SU TABLE FILM OR SOLID MATERIAL.ROCK WOOL AND FIBERGLASS BATT INSULATION ARE c. NATIONAL WOODWORK MANUFACTURERS ASSOCIATION: .S.1078:WOOD FLUSH DOORS. SEAL PLUMBING PIPE PENETRAT DNS'IfROUGH GWB A. ALL HEADERS AT BEAR NG CONDITIONS SHALL BE S ZED AS SHOWN ON DRAW NGS. D. AIR LEAKAGE ASTM F-283 NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH TUBS AND SHOWERS _ NO RESISTANCE ASTM E33t. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR fl SHOWER ENCLOSURE TO SUBFLOOR AND WALL I. ALL HEADERS AT NON-BEAR NG CONDITIONS SHALL BE SIZED AS ND CATED IN THE FOLLOWING TABLE,UNLESS AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION: SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND x 9 EXCAVAT DNS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0'BEYOND NEW=DOTING LINE. OTHERWISE NOTED- 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 MUIDSILL TO FOUNDATION fl RIM JOIST TO MUDSILL fl TOP PLATE TO RIM JOIST PROVIDE SEALANT AT F RE SPRINKLER HEAD ESCUTCHEONS TO GWB x AMERICAN NATIONAL STANDARDS NSTITUTE ASTM E283-73 WITH A PRESSURE D FFERENTIAL OF 1.57 LBS.PER SUBFLOOR SHEATHING TO R M JOIST BETWEEN COND TIONED SPACES SEAL ATTIC AND CRAW-SPACE ACCESS COVERS TO GWB OR SUBFLOOR 0 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION OF STEEP BANKS DUR NG OPEN NG SIZE HEADER SIZE SQ.FT fl SHALL BE CERT F ED AND LABELED. SUBFLOOR SHEATHING T9G AND SQUARE EDGE JOINTS UP TO 4'-0' (2)2x6 SEAL RECESSED HEATERS(PTACS)TO GWB x CONSTRUCTION WHEN NEW CONSTRUCTION IS COMPLETE,THE GENERAL CONTRACTOR SHALL REGRADE PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTIONS LLA�DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSEMBLIES ` DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT 4-0 TO 6'-0' (2)2x8 3. GLAZING'N DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BU LDING CODE TOP PLATES OF EXTER OR STIR WALLS BETWEEN CONDITIONED SPACES EROSON 6'-0'TO 9-0' (2)2x10 MP DROPPED CEILINGS.SOFFITS AND CHASES SEAL HVAC AND VENTILATION GRILLES,INL"S AND D FF USERS?0 GWB EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANSMS ATTIC KNEEWALLS AND JOIST CAVITIES UNDER ATT C KNEEWALLS SEAL K TCHEN AND BATH EXHAUST FAN HOUS NG TO GWB 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING IE TO aLL-�W FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. SEAL CLOTHES WASHER VALVE/DRAIN BOX fl DRYER EXHAUST BOX SEALED TO GWBLl FURNISH AND iNS-ALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS,THAT UNDER ALL POINT LOADS AND COLUMNS TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRAINS TO SUBFLOOR SEAL BU LTAN CAB NETS TO GWB x ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM THE AREA ON 13. FURNISH AND INSTALL THE FOLLOWING 5. BUILDING ENVELOPE FENESTRATION MAX MUM U-FACTOR fl SHGC REQUIREMENTS MASONRY FIREPLACE TO SUBFLOOR FASTEN CEIL NG MOLDING TO WALL ONLY.PROVIDE SEALANT JOINT AT CEILING THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED SCRAPE F XED FENESTRATION U-FACTOR:0 38,OPERABLE FENESTRATION U-FACTOR 0.45,ENTRANCE DOORS ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS FASTEN WALL BASE MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT FLOOR AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE LIGFITFRAA VIIIII lB M ALL TOP AND BOTTON PLATES.WALL STUDS SHALL BE DOUG FIR LARCH STUD GRADE U-FACTOR:0.77.SHGC PF<0.2=0.40.SHGC 0.2<PF<0.5=0.48.SHGC PF>0.5=0.64 HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC&REGIS ER BOOTS SEALED i0 SlBFL00R PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE z • N APPROVED LOCATION OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FIN SHED 4 SIDES.19%MAX MUM SKYLIGHTS U-FACTOR 0 50 fl SHGC 0 40 EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEALED WITH MASTIC MOISTURE CONTENT,2'NOMINAL N-HiCKNESS AND 4'NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY WIRING fl PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIALS USE A COMBINATION OF THE FOLLOWING 11 2 FURNISH AND INSTALL,IN ALL AREAS DISTURBED BY CONSTRUCTION ACTIV TIES AND ANY AREAS INDICATED ON STANDARDS,A TC 105. 6. FURNISH AND INSTALL THE FOLLOWING: WIRING INTO ELECTRICAL BOXES NON-HARDENING CAULK-SEALS GAPS LESS THANY¢'WIDE L THE SITE PLAN,W CAN LOAM AND GRASS SEED.COORDINATE WITH ALL OTHER SITE WORK 7REAlEDLUMBEk SOUTHERN YELLOW PINE,#1 GRADE W TH PRESSURE PRESERVATIVE.TO BE USED FOR ALL SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRN',CONCRETE OR GROUND.TO BE USED FOR EXT WD. PRE4&WGQVTERI0RDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT AR SEAL THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARDSGWB)INSTALLAT ON: BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS ` DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT WALL MUDSILLS. STANDARD ANSI/AHA 135.4-1982 AND NWWDAI.I-86,SEC 3.73(B).MANUFACTURER MASUNITE CORP.OR ARCHITEC` 13 FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOTING Y'SEALANT AT GWB TO SUBFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS SURROUND PIPE W TH CRUSHED STONE AND FILTER FABRIC AND ALLOW FOR PROPER NSTAL.LATON WITH BLOCIDVGANDNALLERS DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE APPROVED EQUAL.SIZES AS INDICATED ON THE DRAW NGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR DOOR FRAMES fl WINDOW FRAMES TO GWB AT EXT WALLS AND CORRIDOR WALLS GASKETS-NEOPRENE,RIBBER,FOAM MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING,HANDRAILS.RAILINGS,BATHROOM ACCESSORIES.PROVIDE OWNER.FIRERATED.FURNISH AND INSTALL AT GARAGE-TO-HOUSE DOORS TO ACHIEVE 20 MIN.FIRE RATING, TUB/SHOWER ENCLOSURE TO GWB ACOUSTICAL SOUND MAT MEMBRANE x c ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL.FURNISH AND NSTALL DRAIN PIPE, FIRE-BLOCKING AS NECESSARY,PER CODE INCLUDE GASKETS,THRESHOLDS,ETC.FOR ll TESTED ASSEMBLY.DOORS SHALL SELF{LOSE. GYPSUM BASED UNDERLAYMENT AT WOOD SUBFLOORS CLEANOUTS,ETC..AS NECESSARY fl DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVI_DRAWINGS. PLYWOODSUBFLODR:APA RATED 3'a'ADVANTEK,TONGUE AND GROOVE.GLUE 8 NAIL.ADHESIVES CONFORMING ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR WITH PERFORMANCE SPECIFICATION AFG-0I SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STAIRS SEALED WITH WEATHERSTRIPPING ON COVER RD EXTERIOR DOOR:MANUFACTURER MARVIN INTEGRITY WOOD-ULTREX,SHALL HAVE INTERIOR FACTORY-PR MED SOUND CONTROL MAT BENEATH HA FLOOR SURFACES ROOFS�rlTHI1VG:APA RATED 3'B EXTER OR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER WOOD W TH FIELD APPLIED PANT FINISH.EXTERIOR W TH FACTORY BAKED EXTERIOR PANT FINISH.PROVIDE fl RESILIENT CHANNELS-DIETRICH RC DELUXE RCSD INSTALL CORROSION RESISTANT HARDWARE SUTABLE FOR COASTAL ENV RONMENT,SALT WATER SPRAY.VERIFY RECESSED LIGHT HOUSING TO GWB SOUND ISOLATION C_PS USED W TH METAL PURR NG CHANNELS r THAN 24'o c. WITH OWNER/ARCHITECT FOR SELECTION fl FINISH OF HARDWARE fl DOOR ALUMINUM PAINT COLOR PRIOR TO RECESSED WALL HEATERS(P"ACS)SEALED TO GWB WALLSHEAn,UNG.APA RATED&CDX PLYWOOD OR Xe ORIENTED STRAND BOAS(OSB). GYPSUM WALL BOARD(GWB) ORDERING.VERIFY ACTIVE PANELS ON DOUBLE SWING DOORS PRIOR TO ORDERING.PROVIDE SHOP DRAWINGS TO HVAC GRILLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLAT ON DEVICES ARCHITECT,FOR REVIEW `, FL1313.00 G312.42 G 311.25 G 311.83 FL 1 307.50 G 306.92 G 305.75 G 306.33 FLI 297.00 F .5 G 300.92 i G 300 / A FLI 294.50 G 296.42 G 299.75 / C2 i/ FLI 292.50 G 293.33 A i FLI 291.00 G 291.92 C2 G 290.42 BL C2 A / 17 �� yu ER W BL BR CLUSTERX EYSUCKLE LANE UJ NN BR SEw+ HON b.- >o c W(.� Q O 3 CLUSTE m c"' O O 00 c'4 CLUSTER AA N YL FLI 313.00 - 5 f C CLUSTER BB S U C E LAN E M Z R G 312.42 v V L N CLUSTER C K L FL 305.50 Z- L 1 °� HONEY _ BL G304.92 Q c c �'� c Z L FL 1 312.00 n FG293.33 BR J C C. D ; YR G3�1.42 �� DAB � BL FLI 305.50 R, G 304.92 0 FL1293.50 BR 'aF� 05.92 m c ZL FL1311.00 * a W/o _ Z G 292.92 9 Z R G 310.42 306.50 D r 9 c C 2 G 294.33 G 305.92 '� O 305.92 A Z YL FL1310.00 FL 1294,,e BL O D FLI 306.50 A i Fs r" c� O H n FL 1 295.50 rG 305.92 m G 309.42 4 c G 294.33 G 305.92 Z R A Z � C 2 rn o : rn Z / r G 294.92 G 305:92 �t Z FL 1 309.00 G 308.42 FL 1 295.50 BR fp "P n vi W:O 0 Z C 2 G 304.42 -c Z G^_94°� m rn YR N_ / 4 Lu FLI 296.50 FL 305.00 N B L G 295.92 G 304.92 C/ / A G 304.42 FLI 296.00 B L A �- W/O .1 A mo C G 295.42 A v A p 70 G 303.83 �j Z NO FLI 305.50 r- G 304.33 0 Q Q ,/� N B R A G 297.42 C 2 c Lu N FLI 297.50 � W/o C 2 G 304.33 G� G 296.92 FL 1 298.00 y0G V N G 297.42 FF 302.50 Q rn� v) FLI 298.00 B L G '0 G 297.42 4 � E 0 W/o G B L o ��. U 4) G 297.42 J, / L1J � U / FL 1 30.92 / O Q) c� ��, G 302.92 ! / Z Z 0 p O = 4. ti U B R Z- 0 G 302.42 4L � :L FLI 298.00 C 2 �r FLI 303.00 L") Q d Q W/O `:'_'97`'C G 297.42 G 296.42 G 301.42 A C 2 G 302.42 0 A G 302.42 (GJ, G 295.83 FLI 302. A G 300.83 C2 G 296.42 `y� �, / �' FL 302.50 A 4 G 300 83 G 301.92 L CP o�G / O FLI 297.00 G'293.42 Jj� 'y L G 295.83 C 2 C2 FLI 294.00 B L � G 293.42 A p _ Z G 302.42 ! ce6l G 300.92 7 FLI 3 G 295.83 �/ A G 292.83 C 2 �'1F 'Pcl L r �•.C� W/o C 2 FLI 301.50 v '>Gs G 302.42 /� G 300.92 N r FL G G 302.42 IG�f� O � �O A G 300.33 G 289.42 GAG 1 G 301.92 A ` ^' Fl T 290.00 G 269.83 WLO W/o FLI 302.56 (y G289.42 FL1291.00 W/o C2 G 288.83 A C 2 G 289.83 G 301.33 /^t` G 298.42 W N G 289.83 G 30 k.33 �_ r-- W/o C2 S�k�• A FLI 29150 C2 FL1 288.50 FL1299.0o z G 287.92 G�J G 290.92 _J G 298.42 o��f,� A V) BL �� 3/ B L G 291.83 �, G 297.83 FLI 293.00 O G 291.83. " GO G 292.42 FLI G 293.82 c, 5 C2 �� C2 42 p A G 297.83 ..�.. 41 os BR C2 ;.� FL 1290.00 F FLI 299.00 W/O ,q CI�STER e� , G 297.83 � N o0 G 289.42 STF F �� j:��::" �•'��<:_ I I - 5��-- G l88.83 ER SE O / G 298.42 B R A x (ASTER ti c� 7 _ rn [Til C2 �VST RFFE HIM$ I iLai FElV2 0.50 G 290.33 G 287.92 FL 1 291.50 4 CLUSTR DD ! FL 1 299.50 - - W/O BR G 298.42 / �� G 298.92 G 290.92 G 290.92 BR BL A 4 p FLI 299.00 BR W/o r EdI I FLI W/o 50 G 298.42 TIT' I I 2 92 2 G 92 C_� FL1294.50 FLI 19-5.50 G 298.d2 G 293.92 W/o UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT G29.2 0 GONG SONOTJBE FOOT'NO tt2'-2�'2 =------------ T -- ------------ / r DECK ABOVE O COLUMN COVERS ' O GONG z z Lu v Q c x T'� b_8Y 50NOTUBE H 0� v 0 Q 6-3 2 CL FOOT\5 ti.. Q' c o, GkuU _4„ I-4 CieO in Lu ot. 0 0 0 5 CL U c 3:BLUESTONE ��<��1�� 3 f,i<. i o SLAB ��`, ^1;; A3.0 �``r^1'; Ckc u 3(v-7 5-8 EGRESS WE_L 5 i 23-I IY2 i ti I I'-4Yz �t 5 35-� 0 w/STEPS .( D --r------------------------------------------�---- ----- =�- --- -----------------------O -------------------------------- -------------------------------------------------------------- ------------- G. !► I ------------------------------------------- _31 -3753�.MT- -�-TEJEERFD_ b3TS�TT------------- TEMPERED-- ------------TEMPERED------------i i -1 (3)2X6 I I i0 NP) i 2x4 STUD 1_' I ; I WALL SEE 2x4 STJD ;t DR I O DETAILS Y�ALL,SEE v, DETAILS 10 w w Ip 1 1 A3.1 I A3.I � UNFINISHED � � � UNFINISHED a UTILITY 1 ' ; ; I ; UTILITY 1 1 I I 2x4 STUD WA_L FINISHED ; ° FINISHED SEE DETA L5 i r-------------- BASEMENT I . BASEMENT z I I I I I I Q I I I I I I > -cv w 2x6 STUD u NAL_ I I I I u /p, 2x6 INT.WALL I Ile i I I I I 1 I rl I I77160x;_'l � ( N I I No I 1 I 0t CL o Q 6i 1 -- -i 0 SEE NON-WALKOUT i , " WALK-IN BASEMENT FLOOR ; „ I i I CPT I i ry C/) N 1 I ;.; ' i W 0 BATH CL ,1 Z i I P-AN FOR , 1 i I til NFORMAT ON N ; i I ELF ; I -�� - J N TH 5 ARE:;7 c 32",c60"TUB ' 1 i i w/SHOWER 56 H 15- O 5UARD/ ' i I 0 "41I I `r HANDRA L I I i J U A3.0 I i I i A3.0 Z LL Q 0 0 Q CL I I I (() , p 6• I�I I I I I 14 UP j 1 I cL "i p +6,CL I,I I I I I Is , �8/Z" 111 i ; i `n I i 8' i m l i i i i j I 1 ' - i -J w L----------------------------------------------------------- -J L-------------- i L----------- ---- --------- ---I-'-I-I-I- -I -J L-- -AC!------ -1 W U Q 0 I I I I 1 --1 r------� I O , 2x6 INT NA L L� N r------------------------------------------------------i1 II j_ ,;, 1I I1 I --- ----- _--__--___-_-_- ------------------------- I ' 5_ 1. E-ECTOR PIT/ 2 b- OUTLINE OF i 1 PUMP=0R `� I i I I I I BATHROOM , ABOVE�(Tr I \ , UNEXC' �TE � � ; HOT 'SLAB GRADE, T_ L � I I I --J i i DEPRESSION x4" 2 x L- I I I IL/Jn - r-� I I I RESSIOty 1 ; __J L------ , ; ' i N SLAB ' SEE NON-WALKOUT I i L-� r-------------- I I 1 I I I I HVAC I I -- - -------J Z 1 BASEMENT FLOOR I I I I _ I , ELE , - I I I 1 1 1 PAN L I I I PLAN=0R , 1 I I p I I 21'-8" ' NFORMATION N N TH15 AREArl UNEXCAVATED 0. w, ; ; z i �-- I , UNFINISHED Z I , ,i 'SLAB ON GRADE I I ' ' i _ m UTILITY I I 2 � A3.0 I I i i 3 I 1 1 A3.0 3' 1 I I I I I I 1 I I zLo u_ 1 I I - i � I I � � - N 0' I I O I ��// O I r_ I I ' LZ • I I 1 I I I I 1 I z I I Z. O' 1 I � - _ � � i 0111 Q N I I I F'I /♦I I � a' W 0' I I U I ` O I I I 0 i I X IX O L------ -----------------------------------------------J L------------------------------- ---------------------_J O 0:0 LdI----------------------------- ------------ ------------------------------------------ Q I -- 7/ J Q I � I -------- ----------------------------- ------------ -------- r------------------------------------------------ i i i i j� Y1 I I I O I I I I I O m I I I 3 I I /j A3.0 }. ----------------------r -------------- J I 2 L I I r BASEMENT FLOOR PLAN W/ WALKOUT 2 BASEMENT FLOOR PLAN SCALE:1/4'=V-0' SCALE:1/4'=I'-0' ' x `x FLOCR AREA"CI"UN," - BASEMENT 756 SQ.FT. FIRST FLOOR 1,444 SQ.FT SECOND FLOOR 1.182 SQ.FT. TOTAL. 3.382 SQ.FT. z GARAGE 479 SQ.FT 0 2' 4 8' VOLUME. 29.682 CU.FT s 3 0 3 f�GOMPOSi� 3 r36'H.PVC DECK NG A3.0 5JARDRA1L i -- —._ UJ cc C� E� O WD.DECK OR- 0 W v Ct o= po BLUESTONE 3 p _� ,�o` c PAVER O"COLUMN A3.0 U = N +'-4 FLAT ROOF BELOW V -------------- Q ROOF I I-J L-J L-J L_I ABOVE i GUAQDRA L w GATE 36 H �� G.y �► 4-1Y2 2-2Y2 ABOVE GRADE -O ---------------------------------------r- ----- 3763 CSMT ` TEMPERED 3763(:SM" a 366i=DJ_ 56 i !'63 ^^T 3'h3:S^^' fn � zhz _y 3 2X6 7rP. coTEMPERED TEMPEPE 3)2X6 � ---------- (5) _�_(•E- .R.,: 36"W PREFAB ono REPLACGAS E E = a -------------------- LIVING MASTER ROOM MASTER BEDROOM i I}II I r•n9 v�Z � .� BATH o SINK DW + KITCHEN w 2--*2 Z -----------------------------------RED I In r_o ---------------------- IPANTRY 'o xh tiA�_ CLz A/G UNITS ON dJ E � i 9 zQ N cv CL +CONC.PA:;) (3)2x6(TYP.) L i Z I ! PE o BEDROOM#2 3_y2 6 IL tINK WATER METER e L - U , INJ , e ^oN iIII !iiI 'II I ROOM / o L WEATHER w O Z U MUDROOM OD aSHE + 36"HIGHG TDDOO ILL.GUARD/ a HEATER GUARD/ 'I . HA\DRAIL HANGRA L I OQ C) 5-6 3-4'3 -I-2Y2" A3.0 A3.0 I (0" _jDN WCL CL e D a U + nI5@ I5 Q .o 1- ® UP Q -- I }o I LA w U Q, ry n , S A WALK-IN^S to * 2 R AOVE---------------- CL � FLAT ROOF --------------- -m" �AtiI3 8 !!I ---_1- -- ti1iIiIIiI iffI�IiiI;tII4 `IIII'IfIlI I I_A ' BELOW 1U`2x6 INT WALL E El A � SINKf"" SELF-CLO5ING 20 (5)2X6 99 A MIN RATED DOOR MCL (TYP.) UESTbNE- LAUNDRY a C' N w - ERACE �FOYER "o b�G o. -,Y�o b GEIL'NG TO HAVE 5/" ATTICti UJIe ui 1TYPE X GYP.BOARD ACCESS --- 7 w GARAGE IL � O"COLUMN �, -6Y2 + N v �N O Q 21-8" 14'-OY2" ----- OLn i LK-I CIOcL --------------------- � BEDROOM#3 N A O Qr'*1 DEN (5)2X6(-YP.i -Sr-IT SMT3h3 3'h3•:S�T A Ih'0"xS'0"OVERHEAD ! N 1 o `'(2)3763 CSMT 2)3763 CSMT 5-4 DY2 4-6 3'-10 DE"ORATIv 22- 4-6 RAILING 36-� 2 SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE:I/4'=I-0' SCALE:1/4"=I-0' FLOOR AREA"Cl"UNIT. BASEMENT 756 SQ.FT FIRST FLOOR I.44L SO FT SECOND FLOOR. 1.182 SQ.FT. lb TOTAL 3.382 SOFT GARAGE [.79 SQ.FT 0 2' 4' 8' -G 1�e - • VOLUME 29.682 CU.FT 1/4"=I'-0" 3 Z Z W j A3.0 H2� ;o 0, ALUM."K &JT-ER FLAT ROOF SELON w Q_ & Q W U n L G of Q W — t �- - - -, p �_ a N� U ° rr� L NE OF NA_L BELOW ALUM.ALUTERM. K' Q D D ° . o 0 — - -- -- ------� ------r --- �--- �- ---- -- q ",�, -� --j II I ' -� - � I I I 1 I I`1} i �(II f i I !If'1 i ! t .. ( i �`�G.� �► � �I � ! �i' II j` II I j I li� ,f� ' I ,� II i !•; ! li, ! � �0;�� °Sa q f! I I if I i �'�'°i � !I II � •� }i it I �f ! ;I�; I i!I I it! '�I ! I � !• i i , �� !! ,! i ( ill ►;I�I�I ii l l i! I Z Lu I i �• I 1 o N N EPDM/11OF . ! II ! ! i i I I I i ii I ! I If AhE,Ya" � I I I !' � PER F .SLOPE I !I , I A3.0 ! ( f j f I f (i i i l i l A3 0 O Z (� < 0 LL ! I i it ► ,i! I DS, Lu J W i f,lf' tljl Q �- i ! O - FLAT I D.S ROOF = W l i ; B=LON Z ' j �� •; i II If i 1 1 i x N �- O I-I B O 2 Lo D. ( , cv I - RAILING BELOZV� -___ O A3.0 x *10 ROOF PLAN L NE OF NALL BELOW ALUN K cu-rER SCALE:I/4'=I'-0' x z z `z x • CN z 0 2' 4' 8' zz Y I/4"=I'-0" - 6-O ,--BLACK ALJM GAP F BERG_A55/ =BERSLASSi ASPHALT ROOF O TH NSET BR CK A5PHA_-ROOF T SH'NGLE VENEER GENERAL NOTES ME-AL FLASHING SHING_E -METAL-LASE NO I SEE EXTERIOR ELEVATIONS SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS,UNLESS AT THE HEAD O= - _= AT THE HEAD OF OTHERWISE NOTED. ALL N NDOWS 4 ALL;N NDOW5 4 2 ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING.UNLESS OTHERWISE NOTED DOORS'TY=; ` T DOORS TYR. 3 2x6 NOM.EXTERIOR WALL FRAMING 8 2x[,NOM.INTERIOR WALL FRAMING.TYPICAL. 'JNLESS OTHERWISE NOTED 12 --- --- 12 8± Q 8± x PVC TR M® = ----_=- I 12 `� 8 �-'x PVC TR,M® EAVES 4 .' 1 _. _.____ `�` A3.1 EAVES 4 RAKES'TYR �'� 10 -- j W oc c 0,0 I `"RAKES'TYR i WINDOW/DOOR NOTES s -- , y_ N u a _. _ �.` I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS.AS SHOWN ON ELEVATIONS ' - ---- I p W V Q �'a A3•t -""'-- �� 5 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS STEPPE]M=TAU 8 i '--- - oe C u+ c.- N o /4 WC TR M A3.1 o c 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED FLASH NG AT ALL O AROUND L. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE ROOF TO 5 DEWALL f� a DOORS AND ------_-_ -__ i U V ai a h,NDOW5(TYP; NT'ER5ECT ONS'TYR cc- - STEPPED METAL r FLA5HINO A-AL_ E I �t ROOF TO 50EWALL ------- __� L-1 -- - � GEMENTBOARD NTERSEGT'ONS'TYR ' --, I 5'D!NG.5Ya'REVEAL 17' I II- I I--j GEMENTBOARD = r- v3 � -...---- -. I SID\G rJY4 REVEAL �/ � I ------ -----•-----_-----• j - � Ei � ------ '�, i1 -- _ _ -- L_ �- 6 K S-YLE A3.1 _1 ----_ -. -_-__-0.� �'r` ��" '�i -- I • 0 �A3� W-TE ALJM --- - - - -_ 12 SJTTERS w/2 x 3 5/4 PVG TR'M 12 .._»»..._..._.». ..._...... 10 W-TE ALJM AROUND 10 V dJ -----. _-._--.- -_ -------. --- - LEADERS(TYR) 700R5 AND ---------- r-6 K 57`I'LE A NDOWS'TYR.) Z TOSUBFLOOR -- ------------------- WH'TE ALUM. T 0 SUBFLOOR ---------- --- ----------------------- ------ --- --------- -- ---------------------------- -----� ROOF -- -—-—-—-— , -- DECORATIVE _ - &,TTER5 wi 2 x 3 WH TE ALUM. - LEADERS'TYP., O SQUARE - COLUMN -- -__----� _-,---_ _ --- -- - - F COVER OVER 1 I I W7 COLUMN I D - n - �- '-� WATER iv 1 _�_ __y_._ I N F:ir-. ; 1 I I I METER 0 * � ( i� Z I I ' CLOSE- AQr 1 -�-' -'l-. I Q .+ BEYOND 1 IL j_-� W ' I I � _ I 1 ' T 0 SUBFLOOR I PILLI ---,,_ T 0 SUBFLOOR --- �----- -- ' IRV --------- ---- --�-- - ---- - ------- _-----_ - - I ---------------------- - - - - - - - 10 LEADER NTO�JII•II II LEADER N TO II III CN DRA'hAGE F V H RADE ESfC7NE TERRACE DRANAGE BLUESTONE 3.I BLU PAVER TER RAGE�J A34 1 l II Q`E TYR.) \A3 A I IL----5"5M --- SIM ON G6Nd.SLAB SYSTEM(TYP.) --------------------- -----------------------------I z c/1 I I I I I , • I I 1 I - ! I I I , < N 4�D -- ---------------------------------------------------7 I I I �D I I L-------J L-------J 6 -5/4 PVG TRIM i i i i w w CORNERS(TYR.) I i i , , I Lu .� I Lu I I I I 1 FRONT ELEVATION j j j REAR ELEVATION I o a� I SCALE:I/4'=I'-0' i i ' i i i�`� SCALE:I/4'=I'-0' I O Z U B TO SLAB IIRV - --- - - TO SLAB ------------------------ I � - ------------------------- ------- N . ---+- rJ L---------------------------------J L� R rJ L---------------------------------------------------------------------------------------------------------------------------- 0 Q 0------1 � L----------------------------------------J L----------- --- v Lu Ili 4 U - W 5-0 - BLACK ALLdM 0 U `t � N 0 GAP L47 A"BEYOND F BEROLA55i UN T A BEYOND THI\SET BR,CK A5P-ALT ROOF j VENEER SH\GLE METAL SF-MNEY -- - - - ----- _-- -- L FLASHING AT O ROOF(TY-) If - ----- -- --- ` - lZ > - - . - N. METAL FLA5H1 NG ___ - - ---- - - AT THE HEAD O= ALL A NDOW5 4 N DOORS(TYc) ' -- - - r �`�. O 0 • lip TRIM AROUND 700R5 AND - -- - i_ _ L- __LJ - -L 1 I i N NINDOWS(TYP.) I ! I -- --- I O\ — �I 1 I ��f I - • — _ DECORATIVE -� -- __ __ O N t - __ _ _ c:RA L NO- ; EPDM PAN m ---r-- ------- --- -- 43: =LAT EPDM O 12 - _ --_ - =- - - ROOF _ J 2 T 0 SUBFLOOR �Q� I FLA-EPDM _ W ROOF ! N x PVC TR,M®, O EAVES 4 - - --- - ---- -- RAKES(TYP.i L -- �; I I L❑I �❑ �f i�F1 �- I L�-J I �I- — — - I 0 — 2 _ I� CEMENTEOARD I I {I I I - 7 V R 5Y4 I �- I �I REVEAL L ,+ � -_ t 0._� T r r T I I I I T O SUBFLOOR I I I I - ----------- ---------- - ---- li---- I- L _J .L------J ow L=_b-DPR IN-0 I I I I F R=PLACE I FINISH GRADE 2 I 3 I I (3i GAS METER 2 i i i i I : O SQUARE GFaA I►IASE I I I I TERM NAT'ON - -TI�� I i i COLUMN - A3.1 I I A3.1 I I LOGA'IOh A3.1 I I I I x SYbTkM(TYR.) I I I I , , ;I a I;I n i; „ J l COVER OVER I I �J L----------- -- ---J L'I III IL II 1 __JILI_ I,I IL IO 54 I I wW7 COLUMN --------------- ----� w/hEATHER STR PP IOLWN E CONO.cAD l4t BLUESTONE TERRACE COVER OVER DOOR 4 HEATER = GA-'36 H. ON GONG SLAB-- - HD COLUMN I I I ii I ii I I I ABOVE GRADE ry it a lil a li I I EGR=55 I I 3 I I I la ,I II 1,I II I, I I , ,-' LLwJ_ _1L_�LMJJ I I W NDOW5 N x n SIDE ELEVATION ; ; ; HELL w/STEPS SCALE:1/4"=1'-0" i i I i 0 2' 4 8' _ BTO SLAB - -4------------------------------------------------------------------------------�- --- -------a-4--------------- rJL------------------------------------------------------------------------------------------------------------------TJ L-------- -----------J L� r L----------------------------------------------------------------------------------------------------------------------------------- --------------J t -F BERGLASS/ ASPHALT ROOF METAL FLASHING 5-iNGLE , AT THE HEAD OF ALL WINDOWS E -- DOORS(TYP.) 12 - 8±v - 7 x PVC TR M® -- ULU - EAVES d RA<E5(-YP J -� �� Z Z E a Lu c N ' D O C? GW U STEPPED META_ A3 I �// I P.-y c +v- E 7O FLASK NO AT ALL O inF o a p o ROOF TO S DEWALL f NTERSEGT'ON5(TYP) //' U _ c CL N U = y i I Q tJ GEMENTBOARD / 51 D'NG W14 REVEAL 7 I Oi 6" 'K''STYLE All -u 0( o� WH TE A_UM 12 GUTTERS Al 2 x 3 %PVG TRisA t0� WH TE A_UM AROUND LEAVER-5,TYP.)' DOORS AND FLAT=PDM I '4 WINDOWS(TYP.) OT 0 SUBFLOOR ROOF I O SQUARE COLUMN COVER OVER IND.COLUMN- _. I I �� WATER Ni ►-METER ' I - � I 101,SQUAR= N C 0 I I COLUMN z LOSET BEYOND- - �- COVER HD O OVER. LUMN > w I 1V36 H PVC I GUARDRA L O T 0 SUBFLOOR ------ ------------------__.----•-__-- ----•-----__-___.___-- NO -. -. -----_ --..-- -- ------- -i �. Z 0 O 04 d 2x4 P T.WD NXLERS w I ! ------- Lu RECESSED,NTO END OF GONG Lu (D FND.WALL Ll I p II z U I I � cn B T 0 SLAB --------- I I ----- ----- - -- 3'-O" -- BLAG<AL.,-' z LL Q 0 GAP - UN T 'A BEYOND 0 I I 10"SQUARE I 1 1 I I I I I r- LEADER N-O I COLUMN i i i i i i i i F BERGLASS/ � U..I w FINISH GRADE I - _ ASPHALT ROOF JN T A BEYOND DRA NAGE I _ I 11 1 I 1 1 1 TH INSET BR GK 1 1 COVER OVER J V l J V l 5-ANGLE SYSTEM TYP) u ---_- G7- _� VENEER Q ------------------------- ---( -----------------------------{ �- v) I I I 1 I � w � Q L--------------------------------------------------L-------------------------------------------- i I'I OY @REAR ELEVATION w/ WALKOUT 8 — -- — '� — SCALE:1/4'=1'-0' 12 METAL CHINNY -�-- - - ------ FLASHING AT- 12 ROO=(TYP - - - -- -_� METAL F_ASHING AT THE-4EAD OF ALL WINDOWS d DOORS(TYP; r*11 %PVG TR;M _ AROUND I j ^/ O DOORS AND - -�I--- -1 i�� !_ - - t: {L O W NDOWS'TYP.;---- DECORAT VE L--- 71r� R --- AiL NG EPDM PAN _- _ Lo 44 FLAT EPDM N 12 t ROOF OT 0 SUBFLOOR - -- - 2 ---- ------------------------------_-�— ------------------------------------------- -- - - - ---- -- N Ix PVC TRIM® EAVES d L RAKES(TY=J - O 36 H PVG - O De GEMENTBOARD _`� S'D NG.54 _- -- -- - _ , 1 _- _ x *10 REVEAL- J i � x TO SUBFLOOR 1---LL _I I I I 1 1 LL I z - - rY itt -- LE�,DPR,NTO I 1 I I I I-tt I I T - =1NISH SRADE--� ' I I (3)GAS METER ) -rt--+1--i-+---rrT- rr DRA 11NAGE 2 I 1 3 I I �/ _ --- _ I I I 1 LOGAT ON u ii-i i- ++ 11 SYbTiM(TYP) A3.1 j L A3.1 J L ----------- -- --- I 1 I 10"SQUARE WATER METER CLOSET "L 1 I i� - 0 SQUARE x L--------------- -----GGLUMN w/WEATHER 5TR PcIED � --_ I --- GO_JMN _ BLUESTONE TERRACE COVER OVER DOOR it HEATER--� F'REPLACE 1 - COVER OVE ON GONG SLAB AD COLJ�IN TERMINATION I I --ZT--T-1T----- - HD COLUMN I I II II II 11 I I I u II II II I STEPPED 1 -f-4 i --r----I ---- -, 1 I FOUNDATION WA_L I-' I I I I I I I I I I J I i I I I T O SLAB ' ' I I I g -------------------------------------------------------------------------------------------- - -- - ---=- --- -+- 2x4 cl.T.WD NAILERS® 6 o I:. n S I D E ELEVATION w/ WALKOUT RECESSED NTO GONG.FND.WALL-- 1 1 SCALE:1/4'=1'-0" i I I I I 1 i A/G UNITS ON j 0 2 4 8' rJ L------------------------------------------------------------------------------------------------------------------------------------------- L -I GONG PAD ( 1 i I t I L--------------------------------------------------------------------------------------------------------------------------------------------------J L----I z FLAT EPDM ROOF + ` SLOPE Ye PER.FT. 12 N10 NSULATE 5EPARAT ON u ,.. AAL_'T-'P, -- f 12 8±V ZZW Ea uj 2 N 0,0 N >O C P C Q Lu iY m o 0 12 I — 10v U = =N $ oc ;j NSULATE Q 5EPARAT ON WA_L(1'PJ D FLAT EDDM = _ ROOF, tb 12 1 BEDROOM#2 v HALL WALK-IN v BEDROOM#3 lov CL o a 9 4 T 0 SUBFLOOR T 0 SUBFLOOR 2 ------ 2 - ------ r 4 \5J_ATE f- PER METER x O Ol'1F'G ARAGE � o DINING MUDROOM CL 0 �' DEN GARAGE ROOM — Z QI O CV > CV w O T O SUBFLOOR _ IJkT O SUBFLOOR ' TO SLAB _ I _ @DOOR G NO _ O I -1�rL-I ,, I: r. �1: I,-i• INSULATE 1 Z? '�•' (� C� Ir}I'� r I. I 'J�� 1`1 Jf, '-1C!LICI�JI�._ICE I-I[=; -'_!,c- 1 r i I-i.iI 3 L t=1l.�i; f! FLOOR OV=R I_Ti_(r'I � r�L I ) Z UNF'N!SHED 1 ! - 1�11�T. -, O -Ln 0 3J i Ln SPACE(TY=) -�!�? FINISHED CL � UNFINISHED N BASEMENT 'r' - ? UTILITY �1. ULij L (D loll �L �_ Z 0 B T O SLAB _ p TO SLAB 1 3 di — Z U O �. 0 0 Z J Q 0 O � BUILDING SECTION BUILDING SECTION a- w 111 SCALE:I/4==1'-0' 2 SCALE:1/4'=1'-0' t,_) Q w u Q V .'s'}, 'tt+fpH'M+ i r t F w4 t,P iISM.J <. v r h Y i O -BERGLA55 I Gl'P 5►'2 F 5ERGLA55 50J\D BOARD SOUND ATTEN�AT ON L N=R PANELS ATTENUAT ON E-- 3 0 0 MASTER x _ �— �J BEDROOM HALL BEDROOM#3 1 N GYM FLAT EPDM THERMA_ (�l d F BER OR BOARD ROOF W N A�P4GVED - L NER Y � � '-kERMAL I CLOSED G=LL PANELS 0 SUBFLOOR F BER OR F RE STOPP nG 2 �1------ _ pl SPQA�'FOAM 50 c 0 0 c 0 u I n APPROVED I Nw = J F RE STOP= s n SEPARATION WALL DETAIL INSULATE VJ SCALE:1-1/2'=I'-0' PER METER OF s OPEN SELL X OF GARAGE SEPARATION WALL DETAIL SPRAY FGA1,1 (TYP') = SCALE:I-I/2'=I'-o' 5 KITCHEN v MUDROOM GARAGE O 5GiUARE GOLJMh O - COVER OVER o x ` 1 KIP.COLUMN I _I i — I T O SUBFLOOR _ _ ---- _ O T O SLAB - r I @ DOOR FpI r==L�= r I u INSULATE - IrI FLOOR OVER UNFINI5-ED S THERMAL -L fL I JI .1J L---� , I t 1 AGE(TYP.) x FIBER OR -T'z�r UNFINISHED WALK-IN CL APPROVED I - UTILITY V ''•'i1 _ CL GYP,BOARD -t INSULATE WALLS FIRE STOPP NG o ! L NER ANELS I _ ADJACENT TO 1�= ,, UNFIN15HED �y - SEPARATION WALL DETAIL 1_ SPACE(TYP.) 6 r= SCALE:1-1/2'=1'-O' p T O SLAB _—_—_—_ D f, a BUILDING SECTI ON Y - SCALE:1/4'=1'-0' HO.LADDER HD LADDER ROOF CONSTRUCT ON, N/BLOCK'NG ROOF CONSTRUCTION, w/BLOCK NO ROOF CONSTRUCT ON, 36 H.PVC ROOF CON5TRLGT;ON. SEE WALL SECT.ON5--1 METAL ®I b"o.c.--� SEE WALL 5EGTI ON5--, METAL ®Ib"o c SEE WA_L SECT ON5-� GUARDRA L SEE WA_L 5=GT'ON5- ALUM K DRIP DRIP 2x HD BLOGKiNG GUTTER- I EDGE �3/4' v EDGE 53/�" DECK SEE HALL BETWEEN RAFTERS �) 7 -` ._..- SEG�ONS METAL 12 - ORic' 10v EDGE `r - v ALUM =ry ,��% - y :n _--�, �x PVG GUTTER r►�- .. I '� -� - -- fr-��--- TRIM, �� AYa" �.i� _ SAINT x PVG _ 5 MP50N H-4 OR TRIM, 13/a - -� m� i z z Lu v o E H-5 HURR,GA\E _ -'' - PAINT -�_- _ r- u,0 oc c m' o 0 GL P®EACH x PVC a o� RAFTER TYP TR M. Ix PVG �/a /~ p u+~ y a U PA,\- x PVG TRIM, / _ _ __ ___ �_.__ ae C W o o 0 �ry - r', 5/a PVG TR M I O t �p v P T WD BEAM U x 3 A.D.BLOCK NO 'I� BEA7BOARD PAINT ) FAINT i I 5 Q x PVG`RIM, ® b o.c 5/4 PVG TR'M 5"i Sf' G 50UARE 5F U N �r -EXT.WALL EXT.WALL _ PA NT EA.SIDE 0= -I / COLUMN GONSTRJCT ON CONSTRUCT ON ! I a V EX-WALL BEAM clA NT COVER OVER SEE WALL SHE WALL I I O SQJAQE 5/4 PVC HEAD GO\STRUGT On i i WD.COLUMN SECT ON5 5=CT ON5 COLUMN TR'M.PA'NT SEE WALL - ! SECT ON5 COVER OVER WINDOW AS t HD.GO_UMN �SEoA/Z 5GHEDL)LED — PORCH EAVE DETAI L MAI N RAKE DETAI L DORMER RAKE DETAIL_ DECK DETAI L 6 SCALE:1-1/2'=1'-0' SCALE:1-1/2'=1'-0' 8 SCALE:1-1/2"=1'-0. 9 SCALE:1-1/2'=1'-0' ;'�� 6 ,--------. A3.0 a -� MAIN EAVE DETAIL ROOF 00\5TRUGTION, ��}r• ` o'� `cfl' t fi SCALE!I I'-0' SEE AAL_SEGT!ON5--� ALLM t0 - . K GUTTER ZI U)i � � TYP.ROOF CON5T x PVC m� cii Z • ASPHALT F BERGLA55 PAINT ��L Ix PVG O ROOF SH NGLE - - t- i- 3EADBOARD c� • 50 5U LD NO PAPER 5/4=VC TR,M 51 5i 10"SQUARE w• 5/a EXT PLYWD 5HEATHING EA S DE OF Lu GO_LMN • ENG NEERED W0 ROO= BEAM PA.N- i COVER OVER TRU55 w SPRAY FOAM I I HD.COLUMN N5ULAT ON • % GYP BOAR-)PANT kt - - - -- PORCH EAVE DETAIL o O OTYP.ROOF GON5T 10 SCALE:I-I/2'=I'-0' TYP.F-AT R00=CONS-. Q W GONST • ASPHALT/=iBERGLA55 TYP SECOND FLOOR • -)�1`�1EMBRAVE 0 N ROO=5H'NGLE EP • F N SH FLOOR • '5#BU,L-)NO PAPER a4 . 5/, TS&EXT PLYWD _X • 3a T8G PLYWD • % EXT PLYWD SHEATH\G `" SHEATHING W N 5UBFLOOR • ENGINEERED WD ROO= 12 �' TYP.FLAT ROOF CON5T A �r_r}r • RAFTERS®R6'o D - z • 2 FLOOR JO 5- TRUSS w SPRAY FOAM Ip � :=} r • 70 Sa GYP.BOARD PA NT lN5ULATION • EPDM MEMBRANE ROOF GONST SEE • 2x4 GLG.,.GISTS EXT HALL GONST • 3/4 -46 EXT PLYWD -)ETA_2/A3 • x PVC 5EAD50ARD _ SEE DETA,L 2/A3 O SHEATH\G A3.0 i • 2x O-APERED HD ~ 5_OPE/a"PER FT. U 2 T O SUBFLOOR i T O SUBFLOOR -_-_�_-__ 2 jkT O SUBFLOOR RAFTERS A EP o.c T O SUBFLOOR _ _-----------_ LLB Z U EAVE +/ EAVE ------ GUTTER, CL 5 _y SEE DETAIL --� SEE E-A L Lu �( ----- i U Q w V" SEPARAT ON WAL. SGO\D FLOOR 6 1 w Q i I SE..OND FLOOR N S M JL-J336 -HOJR RATED EAVE w/�� TYP.SECOND FLOOR CON5T 10 i 2/A3 2/A3 GONST..SE.-)ETAiL A3,1 --I-_1 CON5T SEE DETA_ �� 1 , STG RAT NO b R' �+'t" � A3.1 i I I SEE DETAIL • F N15H FLOOR • 2 ROW5 2x4 WD (� _ , • 3/a "aG PLY{N-) STUDS® b o c h 3Y� SUB=LOOK (.__ -r-+ = j F BERGLASS AGO ST G • 12'FLOOR J015T WINDOW AS 10"5G2UARE i I Q ATTENLAT ON 5GHEDU_ED - • 5/e GYP BOARD.PAINT GO_UM\ 1 W 1 • GYP BOARD NER COVER OVER O cv = PANELS N NO.COLUMN i i �� • A RSPAGE EA.5 DE _L O l9 TYP.EXT WA O 0.1 R 0 J • Z O''P BOARD EA - F DOOR AS , I ; i Q V 5 DE PANT • GE'-IENT = J i SCHEDULED- - 1 T O SGZUARE uj ~ z p CLAPBOARD `r' 1 COLUMN 1 -)OOR AS ^` ' • BU;LD'NG WRAP i COVER OVER i t(1 Q it w TYP.TERRACE I 5CH=DLLED = W TYP F R5-FLOOR CON5T • Y2'EXT PLYWD °n '" TYP.FIRST F_OOR CON5T. =n AD GOLJMN 5' S SHEATH NO �. Ik1 RANDOM I Z 2x6 WD STUDS L 7 r dJ • F NI5H FOOR BLUESTONE ON M-)SE ' '• F N SH FLOOR . V � • 5/4 Td G PLYWD ® bo 3/4 -8 G PLYW-) 4 RE N GONG 5L,AB r r N SUBFLOOR SPRAY FOAM p SUBFLOOR • 6'COMPACTED O • 6 FLOOR JO 5- NSULATION • '6 FLOOR JO'ST GRAVEL BASE O �L1L/ • 5/a GYP.BOARD PA NT • /'2 GYP BOARD, �' Y2 G'I'o.BOARD,PANT COMPACTED BOIL. O PA!\- -FIRST=LOOR GONST -RST FLOOR GON5T L S=E DETA L 2/A3 1 A3.0 j SLOPE Ya" R F. 5LO-E Ya -ER FT SEE DETA L 2 A3 m OT 0 SUBFLOOR OT 0 SUBFLOOR OT 0 SUBFLOORLo I --- I �----------- --- - I OT 0 SUBFLOOR,�-- - -------- GRADE N F _ -I I- 1=E_��- A• = i= �• _ - T- r t.•�.�" �• t t�:(Cfli t!'1•f'Mti�'''�'� � \ •,' Y GONG SEPARAT OV WALL I I r I •e :, TYP GONG FND WALL CON5T ! •, I i I I_I I i-� e I I' i - I! ! I 'e Z O • O RE N GONG WALL l i • PROTECT ON BOARD �- !i-- O GONG. • I . • WATERPROOF SYSTEM `�=i i -I I. -1 - SONOTUBE Y� A RSPAGE � � j- e � • 2x4 WD STUDS® b o c ! • O RE N CONC WAL_ i0 I!_ • i- _ FOOT No N w/SPRAY FOAM -I • Y2 A RSPAGE I r- =! FOUNDAT O\WALL 1 I I- =GJNDAT ON WALL NSULAT ON EA.5 DE I • 2x4 WD 5T.05® .+ _ .a SEE DETA L 2 A3 L— --_ _J ! i I SEE DETA L 2 A3 O •Y, G�'P BOARD EA 6 o.c w SPRAY FOAM . -,e ! I �, =I I,• 5-)E,PA NT `fl ;I N5ULAT ON - TYP PAVERS O c o I. •• • Y�'GY=.BOARD.PA NT ✓� RANDOM I L g FOUNDAT ON WALL w/ _ !-� • 1=!- V '. RE N.GONG FOOT NO 1 BLUESTONE w'SAND" NOTE NOTE `fl SEE 5'RUGTURAL DhG s -! SWEPT JO\-5 i-! JJ ' _ ' 4 SAND BED i (_I 4LL!HOOD 0 I AL!WOOD r c- FOR MORE INFO 6 • b COMPACTED IN DIRECT I TYP GONG SLAB CON5T. IN DIRECT TYP.GONG.SLAB CON5T. I I I i CONTACT w/ -. CONTACT vil r GRAVEL BASE ON • 4 R=N.GONG SLAB • 4 RE N GONG SLAB -r • _.a CONCRETE - CONCRETE I- -! CO%APACTEO SOIL -f- • • 0�1 L POLY VAPOR • O M L POLY VAPOR SHALL BE r SHALL BE - - - !-_ PRESSURE II BARR ER `_ . BARR ER 'al • 6 COMPACTED PRESSURE .o • b COMPACTED •• I-•a TREATED n. .i GRAVEL BASE ON TREATED GRAVEL BASE ON GONG SLAB SEE I I COMPACTED 50 L ! COMPACTE-)50 L GONG.SLAB SEE ' I I � DE-A L 2 A3 I -)ETA L 2 A3 4. T O SLAB �' T O SLAB I I-I. T O SLAB B I -- -- ----------------- - - -- TO SLAB ---------------I-= r i i . U - } _ ,V I- 4"PER=.DRA:V -i I=1 I 4 PERF.DRA tv • t 4"PERF.DRA N `O^` I I PIPE IN COURSE PIP=IN COURSE I I P PE N COURSE RE IN GONG FOOT NS GRAVEL WRAPPED R-IN,GONG FOOT NG, GRAVEL,WRAPPED RE N GONG FOOT NO GRAVE_,WRAPPED RE N GONG FOOT NO, -_ 5E=STRUCTURAL DWG s IN FILTER FABR,G, SEE STRUCTURAL DWG's N=I_-ER FABRIC S=E 5TRUC-ORAL DWG s \F LTER FABR G, SEE STRUCTURAL DNG s WALL SECTION FOR MORE NFO CONNECT TO DRA N - FOR MORE NFO CONNECT TO DRAIN-J FOR MORE'NFO CONNECT-O DRAIN =GR"10RE N-G SCALE:I/2-=1'-0- WALL SECTION WALL SECTION WALL SECTION SCALE:1/2'=1'-0' `' SCALE:1/2'=1'-0' SCALE:1/2'=1'-0" x ROOF CONSTRUCTION, -- SEE WALL 5EG-ION5 NEW WINDOW 4 DOOR INS-ALLATION NOTES: 2x ND.BLOCKING TAPE OVER METAL BETWEEN RA=TER5 12 DR:P FLASHING REF DNG 5 FOR HEADER I. A_L WINDOWS AND DOORS-O-AV= g±� 44< 5 ZE COPPER PAN OR BITUMINOUS�1EMBRANE METAL FLA514,h5 AND ALL WINDOWS 4 DOORS FO_D SELF-ADHERES DRIP 5/4 PVC SLOPED GAP RUBBERIZED FLASHING'�hTO 5-fALL BE INSTALLED EXPLIG TLY EDGE m w/PVG SGOTI A(TYP)-� OPENING AT JAMBS 4 ACCORDING TO MANUFACTURER'S NSTRUCTION5 TYP WINDOh PVG SELF-ADHERED NS-ALL OVER 5 LL END 2• ,;OFFER PAN OR BITUM VOJS MEMBRANE CASING,PAINT ALUN.'K" RUBBERIZED FLASHING GAP 7AN5(TYP.) FLASH NO AT ALL NEW WINDOW SILLS GUTTER OVER t-EAD NAIL NO WINDOW R.O.HT ik 5-1ALL BE INSTALLED OVER A SLOP\G - FLANGE(TYP.) SEE EXT ELEVATIONS SILL(USE CEDAR CLAPBOARD SET ON THE � 53/a BACKER ROD AND / I ROUGH SILL;TO PROVIDE POSIT VE _�` uj o R N 0,00 ZZW IllO P SEALANT AT DRAINAGE TO THE EXTERIOR �1 51MPSON h--4 OR ,�,�- ' x PVC BEADBOARD- a N56LAT=D GLASS 3. PRE-FORM_D WINDOW OR DOOR 5 L_PANS PER METER OF W!NDOW H-5 HURR CANE �"'U � _ h NDOW SEE EXT. E MARViN 51LLGUARD OR EGtJAL)MAY x PVC SIDES,PAINT , oc c W - FLANGE(TYP) ELEVATIONS E WIN70h A_50 BE USED IN PAGE OF COPPER OR W N70V�AS CLIP®EA,,H O N o Q I 5C-EDULE FOR TYPE BITUM\OJS MEMBRANE FLASHING SCHEDULED RAFTER(TYP; a 2"H 5TOR G PVC I 51_L w/DR P i 4. WRAP BOTH 5 DES 4 TOP OF ALL WINDOW 4 DECORA-IVE x PVC TR M U V m PANT- ND BLOCK NO ,j DOOR ROUGH OPENINGS WITH A 40 MIL RA:L NO BITUM\OJ5 PEEL 4 5TIC<MEMBRANE OR NihDOW AS RUBBERIZED PAN FLASHING SYSTEM Al END A BUTY_BASED FLASHING TAPE(SUCH AS SCHEDULED GAP DAM5 4 BAC<DAM MADE BY GRACE, GAR_I5LE,VY_;OR PLUS EPDM ROOFING RUN tED/� BETWEEN WINDOW UN T 4 OR TYVEK FLEX WRAP) UP SIDES 4 UNDER PVC SILL 4 PAN FLASHING 5. NAiLING FLANGES TO B==MBEDDED IN C.U S�OOL TRIM(TYP.) WINDOh,ON 3/a T4G APRON,PANT (� �►� CAULK EXCEPT FOR THE BOTTOM FLANGE EXT.PLYWD. 6. ALL NAILING FLANGES TO BE COVERED w/ SHEATH NG,ON EPDM ROOFING,RUN UP SIDES 4 UNDER d 6"W ME FLA51-I NO TAPE TAPERED FRAM NO N NDOW,ON 3/4"T4 G EXT.PLYWD. -1 ALL VOIDS(SHIM 5-AGE)AROUND WINDOW SHEATH NO ON TAPERED FRAM NO -YP EXT.WALL FRAMES WIT-IIN--E ROUGH O=EN N65 TO e CONSTRUCT ON BE FILLED N/LOIVN-EXPAND NO,SPRAY SLO-E Y4 PER FT 9 FOAM INSULAT ON 0 5L PE/a"PER FT. EXT.WALL TYP. WINDOW DETAIL �� SEEE V�AL��' '� �`�'ry 12 G IoNAL GT ON. SCALE:1-1/2'=1'-0' �'-`-.-'_`'--- I0� L SECT ON5 s/4 i mR RA T -- EPDM ROOF NO.ON 3/4 T1G EXT.PLYWD SH=A-H'NG,ON 2x4 TAPERED FRAM NO _a ROOF CONSTRUCT ON 5/4 PVC 5_OPED SEE WALL SECT ONS -� DORMER WINDOW D_E T A I L EXT.WALL SCOTIA(TYP i +' � CONSTRUCT ON, 6 SCALE:I-I/2"=I'-0" 0 SEE WALL N %PVC HEAD m SECT ON5 w CASING(TYP i I'O' "YP.FLAT ROO=GON5T i x PVC, x PVC • Ec"DM MEMBRANE -------- 5 , 11"1. 3EAD50ARD • 3/�'T4G EX'PLYWD V) A3.2 I 5/4x&-VG JAMB AIV- - I CASING(TYP • SHEATH'NG J 2x10 TAPERED ND Q C) I RECESSED WINDOW D E TA I L RA TE GS��srs _ EXT.NAL_GOVsr. 11 ROOF CONST.SEE i 5 SCALE:I-I/2'=I'-0' N DETA L 2/A3 • Ix PVG BEADBOARD SEE DETA L 2/A3 0 I I I I 06 N 3/4"FVG 5_OPE Y,."PER FT. BEADBOARD I I _-_-_-_-_-----------T 0 SUBFLOOR ------ r}' SOFFIT- - I ------- -i-- Z 2 PVC ( ^` O E� H15TOR GAL EAVE v./ W.\DON AS i i SIL_(TY SEE P.) DE TA SCHEDULED-- F 5/ax4 APRON(TYP,) E=DE _ i Lu Z U TYP.I . T EXTERIOR 6 I l u SECOND FLOOR Z Q 0 I A3.1 ��-_ -1 1 rl GON5T.,SEE DETA L 0 J • i i 2/A3.1 EPD�1 ROOF � WINDOW/ DOOR CASING � w I I- pi SCALE:1/2 I-0 > J tii I i W V)> < Q I I 0 DECORATIVE i I� I RAI_NO- I I I I I I I I I I I I I T_ I '_s I SECOND FLOOR p I I y I GON5T.,SEE DETA L i Q l I 2/A3.1 O SOJARE Lu X -------- -- - 2 T 0 SUBFLOOR --_ COVER OVER i SCHEDULED L DOOR AS 36"-f.PV.. Q� O I GUARDRAIL WD•COLUMN I o = ` OJARDRA L w/ r GATE 36 H ABOVE GRADE EXT.WALL GO\5T., ! � W SEE DE-AIL 2/A3 CHAMFER !! I I I � I 1 � �FIRST FLOOR CONST. Z BOTH SIDES - I SEE DETAIL 2/A3. =t TY92.ROOF GON5T. ! ! N 5/e T"PE X GYP. I AT 0 SUBFLOOR - _ • ASPHALT/FIB=RGLA55 I T.0 SUBFLOOR _ - -- !' ---_-- � BOARD a \SJ_AT ON ry O ROOF SHINGLE - --1 _ O ABOVE GARAGE • '5#BJILDING PAPER 12 9 ' FIN.GRADE `la • 5/a"EXT.PLYWD.5HEA--IN5 g±v A3.1 I I a•--- cY - - • • ENGINEERED ND.ROOF TRU55 w;SPRAY=OAM �__ I I VJ Lo °.• NSULAT ON 3;?r` (��_ FT.ND LEDGER w/ c ,OVERHEAD DOOR N I METAL F_A5H NO ON TOP v • �--- - > 'f:'•`" � I •• EGRESS STEPS FIRST FLOOR GONST., TYP.DECK GON5T. ! SEE DE-AIL 2/A3.1 ' GOMPOS TE DECK NO � •• 6 ,J.-_ I I • � W A3.2 , { ` • 2x 2 P.T.ND.JOISTS® 6 o x.. 400, • EAVE w/ .•• .: T i GUTTER, I •U I I i � _ • � i SEE DETAIL I ' I 1 • I U- I I ' T (n • ° O• . �• )ry I I I p WINDON AS % .• i'' SCHEDULED O cryl I 5HEDJLED T 0 SUBFLOOR ---_ _ -_- 1 ° °• 6 GRAVEL w/DRA N O SLOPE),.'PER FT - TO FOUNDA-10-N I I =3 I I 10'SG2JARE r' T@ DOOR I s t •° .fl Q PERIMETER DRA h i EPDM ROOF r GOLUNN _- P 3G" I I w COVER OVER • ° MIN. I I T H °• •° e• GONG.SLAB,5=E i < ND.COLUMN �-GONG 5-AB,SEE - DETAIL 2/A3. SLOPE Y E =T. ° 0- DETA L 2/A3 Ici - _ • 1 DRIVEWAY, T 0 SLAB •° °• - Z i , i i p' 1 SEE SITE PLAN I B - -�-;--'-�-T-r Z -�- -• i 'r �t_��z' i B T 0 SLAB - -------------------------------- ° GONG.SLAB SEE i ° 12 5 • DETA1_2/A3.,NO ° °. .'° .p l 10� ------------- - j .� 4 ►- > � ,��- QIG 7 INSULATION 11, ••. •• °• r'_ I I ZI I ' 2 QIG D NSULA-ON • 2-O MIN.EA. 5'FOJNDAT ON WALL o4/ rl;h I i '-! �� DIREG-ION FOR 4 PERF DRAIN PI=E IN COURSE REIN.GONG.FOOTING, ar- I I�O GONG. • ENTIRE LENGT-i OF REIN.CO NC.FOOTING ' REAR WALL SEE STRJGTURA_DVtG s GRAVEL.WRAPPED IN F LTER SEE STRUCTURAL DWG s TO SUBFLOOR I I SOOTIN(5 -� FABRIC,CONNECT TO DRAIN FOR'MORE INFO. ------- $�2 � l FOOTING WALK-OUT FOR MORE INFO. n WALL SECTION WALL SECTION WALL SECTION ;` 1 '• FOUNDATION 3 I I 4 PERF.DRAIN .a , �• WALL h/R=;N. SCALE:I/2'=I'-0' SCALE:1/2'=1'-0" SCALE:1/2'=1'-0' PIPE IN COURSE GONG.FOOT NG 5=E GRAVEL,ARAP-ED STRUCTURAL DWG s IN FILTER FA I 4 WALL SECTION CONNECT O IN -� FGR MORE INFO SCALE:1/2'=1'-0" G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 117 Black Point Lane Camera/O'Neill Portsmouth,PI 02871 cot.578.2983 '...sutUng Er•yineere I 2'-A' y F�IV E,wy Y 12'-5' S0.1 I �Q� GONG.FT6.REINF.W/#4 �� ' � BARS 0 12'O.G.E.W.,BOT. ��s��rs I ■ .,•'!•' 11% Z Z '�o E 00 !!! x >o oa °C Uj o a po 2'-W 1'-4' 1'-4' 0 4 s 3 IO°DIA.REINFORCED 12,_5• so.lIf P E R M IT S ET o I SONOTUBE PIER,TYP. 3-2 (B.O.F.MIN.3'-b'BELOW GRADE) 2'-215' 2'-�' GONG.FT6.REINF.W/#4 Q - BARS O 12'O.G.E.W.,BOT. I W-1' a 01 O 12'THICK GONG.FT6. WORD.W/ARCHL 39'-b' L--- `---J REINF.W/0'S BARS o 11; q 3'-2' 10'DIA.REINFORCED 1 b 12'O.G.E.W.,BOT. AD ENT 5 50.1 `, 5 ol SONOTUBE PIER,TYP. 3_2 y UNIT 5' FOUND TION (B.O.F.-14'-0"] � 5' (B.O.F.MIN.3'$'BELOW � GRADE) [BA.F.-10'-1011 ------- --- - ----------- -- ----------------, -- ----------- ----------------------- -- T.O.SHELF TA.5HELF FT6.5TEP5 TA.WALL [-10'-21] I I� Q AD ENT I T.O.WALL T.O.WALL I �n TA.STEM a DOOR T.O.STEM I O I •BEAM ! I = I .I o [-9'-b� [-10'-2'l [-4'-b'] T.O.WALL I �Y I FOUND TIOIN I I POCKET [-0-5►'4] I o� C 50•I [-5-10'] 14 O I' p [-2'-33/4] � T.O.WALL a WINDOW Q O i- ►►. I I F [COORD.W/ARCH L] [GOORD.W/ I ff v i 51M I o TA.WALL JI 7 v 10 WALL I I 10 WALL ARCHL] I -0 w • PROVIDE d IN5TALL) -O PROVIDE d INSTALL 14' ■ 'SPRINGFIELD'GAP AND -- I •• 1'-10'FT6. "SPRINGFIELD"GAP AND -- WAT COORDINATE RDINATE I cii_2 O I-10 FT6 BASE PLATES AT ALL I I PROVIDE(4)FULL T.O.WALL STEPS BASE PLATES AT ALL AND DRAINAGE PV ' I Z-- C3 LALLY GOLUM NS,TYP. LALLY COLUMNS,TYP. y CN I F� HIEIGHif�►5 VERT.BARS I ra ARCHL DW65. I N- AT WALL STEP FT6 STEPS i= I fZ5_ j I co<y 5r-- --- � 50� 50.1 I `-�•2 I 50.1 PROVIDE x5 BARS AT 24'O.. PROVIDE d INSTALLIS'GAP AND I iR O VERTICALLY d HORIZONTALL PROVIDE d INSTALL Y2'GAP AND , BASE PLATES AT ALL H55 t' I I. T.O.WALL ' CENTERED ON HALL. PROVIDE MA CH T.O.WALL I O COLUMNS BASE PLATES r O ' [-O'_5►'4'] COLUMNS,TYP.BASE PLATES SHALL BE SUBMITTED W/STEEL i - T.O.WALL I, [-O"�+�7 T.O.WALL I,� VERT.REIN. O SHALL BE SUBMITTED W/STEEL SHOP DRAWINGS 0 BEAM I 12'THICK GONG.FT6. SHOP DRAWINGS 0 BEAM 1 12"THICK GONG.FT6. ;zlAh T.O.SLAB I POCKET I REINF.W/#4 BARS o ;. I TA.SLAB POCKED I m REINF.W/#4 BARS a Z N ["I 44] 12 O.G.E.H.,BOT. O I ELEV.-9-b I [-I'6►'4] N I� % n I 12 O.G.E.W.,BOT. J [B.O.F.MIN 3'�' ' i ILL(per I I [B.O.F.MIN 3'-b' IZ O p y ---- BELOW GRADE] i y --- L_ BELOW GRADE] C'7 O I SLAB DETAIL O I I 1 SLAB DETAIL I Z I Ib'-0'Y: 50.1 Ib-03. I 6"WALL I 50.1 b'WALL it O U I 1 m Q E O I 4'NORMAL WT.GONG. t^ i I 4'NORMAL WT.GONG. � O I I SEE DETAIL O I 'I I SEE DETAIL TYP Q } N t TYP ( PROVIDE CONT.#4 B \ 3 r PROVIDE GONT.#4 B z } > 3 CENTERED AT TOP OF j I 50 1 I O O T.O.WALL 50.1 I'-4�S' AND CONTINUOUS 2x3 I T.O.WALL I I-` AND CONTINUOUS BED 2x3 ZQ O Z z a BEAM �S SHEAR KEY AT WALL B I e BEAM �S I I SHEAR KEY AT WALL B 5E L 1_ I POCKET �. + -- I POCKET w T.O.WALL - I [-I'-(a►'4� o I T.O.WALL ( U Q � I o BEAM I I o BEAM { m w U Q I T.O.WALL T.O.WALL POCKET HALLI I POGKET I p N p a BEAM b e BEAM -- �� [-I'-6►'4 1 I T.:. b r.e.BEM L-- QJ i POCKET 50.1 POCKET BEAM PROVIDE*4x46 PROVIDE(4)#4 VERT. POCKET �'I POCKET PROVIDE#4x4b' I PROVIDE(4)04 VERT. [B.O.F.-10'-10'] m DIAGONAL REBAR BARS AT PIER [-I'-d'4] SIM [-1'404� (B.O.F.-10'-109 m DIA60NAL REBAR BARS AT PIER I ---------- AT RE-ENTRANT -- ----- --- --- -------------- AT RE-ENTRANT -- -- -_-- -- -------- I _ SLAB GORIrERS. . SLAB CORNERS. I --- -------VP�:IDE % r10 d INSTALL TA.WALL -0' r I 50.1 I I 8 MLL I, I 50.1 o BEAM I I ! PROVIDE d INSTALL • BEAM POCKET AND P.T. POCKET I I I■ I BEAM POCKET AND P.T. POCKET _ I I I ACCOMMODATE BEARING PLATE TBEAM. [-I'-bl'4] I I'-0'I , I o O I BEARING PLATE TO I 14-16►'4'] I' I I O r } I 1 1 ACCOMMODATE BEAM. I I PROTECTUNTREATEDUlM®ER WI LDIN6 I I-�'• I i I � r I PROTECT UNTREATED I I I'-2J5' j i � O FELT,TYP. I I b I LUMBER WITH BUILDING I I e' /1 FELT,TYP. VJ I SLAB DETAIL I I SLAB DETAIL I I ! I'-b'FT r � O - I o� :I.' i 50.1 � I I L = p 5 I �- ------� ai I 5 I I- ------ Q _ Ci . .. 4.NORMAL W.5LAB-ON-GRADE. ~ SIM I I L --- y I 4'NORMAL WT.GONG. ~ SIM 50.1 I - --- = n/ Q 4 SEE DETAIL It. I 10'WALL I I PROVIDE(4)04 VERT. I 4 SEE DETAIL E. f. I 10'WALL I PROVIDE(4)#4 VERT. z W �I 50 2 I I I BARS AT PIER j I V.2 = Z p 1'-10'FT6. I I •Q I. I p I I-10 FT6. ; BARS AT PIER �+ TA.SLAB I ry I W ELEV.-1'-0'0 GARAGE DOORS v I T.O.SLAB' _ I �� I S •. I ELEV.-I-0 o GARAGE DOORS iJ I I •� 5 I so.1 IN THE EVENT OF SEPARATE tD I I I IN THE EVENT OF SEPARATE �p 50.1 V -J POURS,PROVIDE d INSTALL 05 I; J I POURS,PROVIDE d INSTALL M5 ' x 30"LONG DOWELS a 12"O.G. I - x 30'LONG DOWEL5 o 124 O.G. I I O VERT.DRILLED!EPDXIED INTO I I •I I VERT.DRILLED d EPDXIED INTO I I 1-1 W m FDN W/b'EMBED. IN THE EVENT OF SEPARATE I T FDN.W/b'EMBED. IN THE EVENT OF SEPARATE I _ - POURS,PROVIDE d INSTALL 05 I I POUR5,PROVIDE d INSTALL•5 I I x 30'LONG DOHEL5 X 12'O.G. 10'WALL I I O '' x 30'LONG DOWELS 0 12'O.G. + I 100 VERT.DRILLED d EPDXIED INTO I'-10'FT6. I 3 VERT.DRILLED d EPDXIED INTO I I _ .1Ac UNITI I so.2 T.O. ° I p .DACE T I so 2 0 I^ 1-10 FTC. _FDN.W/b EMBED. I FDN.W/b'EMBED. T.O.WALL FC ATION dI I TO WALL WALL p T I ATION I? T.O.WALL T.O.WALL T.O.WALL I 0 I 4� o DOOR [-O'-S�'4.] I O C4 I I p I r Al '�' - I •' [-0'-y'4] o DOOR [-0-5►'4 7 - - I [-I-b] I I o I° I I - LC rL rL ------ - ---.--- - -- ------ I o O I 1J ------ - ----- - -- ------ I d I JJ. I,� i J IA% Ir-- ---- - - - ---- - -- ° I I . . - ---- - - - ---- - -- I o I Pf m I L---- -------J I m I L---- -------- , I z 50.1 I ----'--- ---------- I 50.1 I ---- -------- ' SIM 8 I SIM I 50.1 I 50.1 _ tlb'-3' tlb'-3' tl'-IOk,' COORD.W/ARCH'L t4'-4h' 14'-b' S'-b' tl'-IGMS' COORD.W/ARCHL t4'-460 14'-b' 5'-6' z r z • FOOTING SCHEDULE - FOOTING FOOTING B FOUNDATION PLAN-WALK OUT BA5EMENT GY506ALE UNDATION PLAN-E(5RE55 WINDOW ID TAG, ■ SIZE 11 REINFORCING5GALE:1/4=1-O :I/4"=1'-O" 2-b x2-b x12 THICK (4)#4 E.W.BOT. _ FOUNDATION PLAN NOTE51 F3 3'-O"x3'-O'xl2'THICK (4)#4 E.W.BOT. 1. TA.FIRST FLOOR 50 FLOOR SHALL BE GALLED ELEVATION 0'-0' 4'-O'x4'-O"xl2'THICK (5)#5 E.W.BOT. 2. ALL DIMENSIONS,ELEVATIONS,SHIELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, x PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR A 5,UNDERGROUND RGROUND ITEMS�UTILITIES,FULLY FOOOTII�SLABS, ` ED HITH TO CONSTRUCTION CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE x Y2 THICK"SPRIN&FIEL.D'GAP AND BASE PLATE5 AT ALL LALLY COLUMNS. ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPEGIFIGATION5 CAMERA-O'NEILL CONSULTING ENGINEERS 4"INTERIOR CONCRETE Structural Engineering-Design SLAB ON GRADE w/6xb 111 Black Point Lane t Portsmouth,RI o:871 Camera/O'Neill Portsmouth, 3 x 5HRINKA6E CONTROL JOINT 0-W v'v CONCRETE SHALL BE Cunsulting Engineers PROVIDE AND 3000 psi MIX W/NO(PROVIDE SAWGUT JOINT O o �� IN GONG.SLAB AND FILL w/ ~ ►- ADDED AIR ENTRAINMENT. INSTALL CORNER EPDXY AFTER SLAB CURES) ►��-O BARS TO MATCH H.5.5.STEEL GOLUMN OR AT H.SS.COLUMNS,PROVIDE AND INSTALL�"GAP F;JE!1v -i SIZE AND 5PAGIN6 YQ GONCRETE FILLED LALLY PLATES AND BASE PLATES.GAP AND BASE PLATES �t .--^- RUN HOR BARS OF HOR.WALL • COLUMN,SEE PLAN SHALL BE SUBMITTED WITH STEEL SHOP DRAWIN65. °��'� `, 9� 10 MIL.POLY.VAPOR Y .x LONG REINF.E F. AT LALLY COLUMNS,PROVIDE AND INSTALL�' PROVIDE 4 INSTALL SIMPSON P.T.POST, RETARDER.LAP ED6E5 '5PRIN6FIELD4 GAP AND BASE PLATES. ABU6b(OR ABU44 AT 4x4 SEE PLANS b"MIN. tj'SHIM SPACE.COMPLETELY PACK FASTEN GAP PLATES TO BEAMS W/(4)-I/2"DIA.LA6 POSTS)STANDOFF BASE 4 .l/: ,` / z z Uj � E� • SCREWS AND FASTEN TO CONCRETE FOOTINGS WITH(4) FASTEN TO CONCRETE PIER W/ o c b"THICK COMPACTED � � WITH N.S.GROUT TO ACHIEVE FULL �':� .='^•. .. i�� "'� �N u q • DIA.EPDXIED THREADED BEARING ONCE COLUMN IS SET IN PLACE DIA.EXPANSION ANCHORS.TYP. GRAVEL BASE LAYER. ANCHOR ROD(5"EMBED) __ o W r v o fGONG.SLAB ON f 0 o a p o OR COMP IGTED GRAVNULAR F�LL T.O.SLAB EL. GRADE,SEE PLANS 0 PERMIT SET 5EE PLAN 0, CONCRETE WALL INTERSECTION z LU x X x lo"DIA.CONCRETE SONOTUBE a 1 x-•x'-X-=,c- - K'-•xr-'<-'x�-+u-"r I.5AWGUT 5HRINKA6E CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE 5AWGUTTIN6 EQUIPMENT. CORNER BARS TO MATCH 51ZE AND B.O.FOOTING EL.2.LOCATE 5HRINKA6E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT SPAGIN6 OF HOR.REINF. P w PROVIDE INSTALL SEE PLAN FOR m 36° FOOTING SIZE AND z (3)#4 HOOKED MAXIMUM 5PAGIN67 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING v REINFORCEMENT DOWELS SHAPE SHALL NOT BE GREATER THAN 400 5.F.NOR EXCEED A 1.5:I LEN6TH b TO WIDTH RATIO. 36' en 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED PLASTIC STRIPS INSTEAD OF 5AWGUTTIN6.SUBMIT CATAL06 GUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING B.D.FOOTIN6 APPROVAL PRIOR TO U51N6. 3 SCALE:3/4°=1'-0" E 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS-ON-GRADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, AGI-360 AND AGI-302. PROVIDE AND - --,— — CONCRETE 50NOTU13E DETAIL,TYP. INSTALL INSIDE 2-6'MIN.LAP (2)#4 BENT BARS 4 SCALE:3/4"=I'-O" GORNER BARS TO AT BOT.OF FOOTING MATCH SIZE AND SPAGIN6 OF HOR. Z 1 TYP.INTERIOR SLAB ON GRADE DETAIL WALL REINF.E.F. ' SCALE:NONE ' STEP VARIES, `n r ... • SEE PLAN 0 1211 (3'-0"MAXI 3611 > I 2 b"MIN.LAP � IL 2 .'' In APA RATED WALL (TYPICAL) GONTINUOU5 SHEATHING,S CONCRETE WALL CORNERS (2)#4 CONT.AT FOOTING EA GENERAL NOTES. �O BOT.OF FOOTING 2xb WOOD STUDS®16'0•G. 0 �^ b'MIN. (2)#5 GONT.AT UNLE55 NOTED OTHERWISE. �- TRIPLE 2x6 SILL(P.T.ON BOT.)FASTENED N TYP.REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING FASTEN PLYWOOD TO ALL TO CONCRETE WITH I'VIA.x 12"LONG SCALE:NONE DOOR JAMB BEYOND PLATES WITH bd NAILS®4' HOOKED ANCHOR BOLTS®48°O.G. AND O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL } 2a�LE EPPED FOOTING DETAIL #4 SLAB DOWELS®12' 36' ENDS,AND DOOR OPENIN65. '=1'-O" COORDINATE SLAB EDGE O.G.®6ARA6E DOOR — DETAIL WITH ARGH'L OPENINGS 24.F PROVIDE AND INSTALL FELT BOND J DRAHIN65 T.O.WALL BREAKER WHERE SLAB 15 POURED < N Q A6AIN5T FOOTIN6/WALL,TYP. E GONT.#4 N051N6 T.O.SLAB - T.O.SLAB OL 2x6 WOOD STUDS®16"O.G.UNLE-55 2x6 WOOD 5TUD5®16"O.G.UNLE55 -.—. x�- .5 5 x—x x y, .5 P � NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR FO * O O 5HEARWALL SCHEDULES. SHEARWALL SCHEDULES. T.O.WALL _j 1 (2)#4 CONTINUOUS Zz z EL.SEE PLAN 2 GONG.SLAB ON GONG.SLAB ON ODOUBLE 2xb 4 P.T.2x10 SILL FASTENED DOUBLE 2xb 4 P.T.2x10 SILL FASTENED GRADE,SEE PLANS BARS®TOP OF WALL GRADE,SEE PLANS 0— TO CONCRETE WITH I'DIA,x 12"LON6 TO CONCRETE WITH g'DIA•x 12'LONG (2)#4 CONTINUOUS 10'WALL _ 10'WALL w HOOKED ANCHOR BOLTS 048'O.G. AND HOOKED ANCHOR BOLTS 048'O.G. AND BARS®TOP OF WALL U J Lii 6'(MIN)FROM BUILDIN6 GORNER5,WALL 'T46 APA RATED 6'(MIN)FROM BUILDIN6 CORNERS,WALL 'T46 APA RATED ' ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD SU13FLOOR b.TYP GONTINUOU5 w Q • CONTINUOUS p N p T.O.SUBFLOOR T.O.SUBFLOOR �• BEVELED 2x4 b' BEVELED 2x4 SHEAR KEY,TYP. TYP. SHEAR KEY,TYP. .5 PLAN jk T.O.WALL JhT.O.WALL v v FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL PRE-ENGINEERED _ PLATES WITH 8d NAILS®4' PLATES WITH bd NAILS®4" FLOOR TRUSSES, B.O.FOOTING ! f• B.O.FOOTING • O.G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. SEE PLANS P P LAN r (2)#5 CONTINUOUS (2)#5 CONTINUOUS - } (2)#4 CONTINUOUS (2)#4 CONTINUOUS BARS®TOP OF WALL • BARS®TOP OF WALL i FOOTING SHALL BEAR ON BARS®BOTTOM OF FOOTIN6 SHALL BEAR ON BARS®BOTTOM OF \,—PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED I-10 FOOTING NATURAL,UNDISTURBED I-10 FOOTING +- BEARIN6 FLOOR TRUSSES, 5UB-GRADE OR PROPERLY 50-61RADE OR PROPERLY SEE PLANS COMPACTED GRAVEL FILL. COMPACTED 6RAVEL FILL. ' V/ 0 T SECTION THRU 6ARA6E DOORS b SECTION THRU 6ARA6E WALL r SCALE:3/4"=1'-O" SCALE:3/4"=1'-O" v_ Q ^/ _O _ W 7 #5 HORIZ.BAR a TOP, �• #5 HORIZ.BAR o TOP, > L BOTTOM,4 24°O.G. BOTTOM,4 24"O.G. APA RATED WALL 2x6 WOOD STUDS®16"O.G.UNLE-55 ^1 BOTH FACES BOTH FACES SHEATHING,5EE NOTED OTHERWISE IN PLANS OR VJ #5 VERT.REBAR®46' #5 VERT.REBAR®45" GENERAL NOTES. 5HEARWALL SCHEDULES. C , O.G.OUTSIDE FACE O.G.OUTSIDE FACE DOUBLE 2xb SILL(P.T.ON BOT)FASTENED V Q O #5 VERT.REBAR®24' #5 VERT.REBAR®24' FASTEN PLYWOOD TO ALL Q IO'WALL O.G.INSIDE FACE 10,WALL •• O.G.INSIDE FACE PLATES WITH bd NAILS®4' TO CONCRETE WITH DIA.x Ib'LONG 36■ — >� HOOKED ANCHOR BOLTS®46 O.G. AND ^` •t•• ::,: O.G.EA.PLATE,TYP. (ON(MIN)FROM BUILDING CORNERS,WALL #4 SLAB DOWELS®12" 24" 'W ^�` ENDS,AND DOOR OPENIN65. O.G.®TERRACE W • Ak T.O.STEM GONG.SLAB ON FOUNDATION a NV .SEE PLAN 6RADE,SEE PLANS T.O.SLAB #5 CONTINUOUS HORIZ. E-SEE or #5 BENT BARS®24"O.G. L.2 #5 BENT BARS®24'O.G. 42 BAR®TOP OF STEM T.O.SLAB .' ALTERNATE BENDS 6"STEM ,• 5 P • ALTERNATE BENDS 1 T.O.WALL • PROVIDE AND INSTALL FELT d PROVIDE AND INSTALL FELT T.O.SHELF PROVIDE AND INSTALL FELT PLAN 2 GONG.SLAB ON BOND BREAKER WHERE BOND BREAKER WHERE • 4 5ff PLAN ' BOND BREAKER WHERE .'' 6RADE,SEE PLANS SLAB 15 POURED A6AIN5T SLAB IS POURED AGAINST SHELF SLAB IS POURED AGAINST (1)#4 CONTINUOUS - b'WALL FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. • FOOTING/WALL,TYP. #5 CONTINUOUS HORIZ. 10°WALL BARS®TOP OF WALL GONG.SLAB ON GONG.5LAB ON b GRADE,SEE PLANS ' 6RADE,SEE PLANS BAR®TOP OF SHELF b'TYP ; BEVELED 2x4 TYP.' TYP. #5 BENT BARS®24'O.G. Cz ' SHEAR KEY,TYP. J • x - ---� x' x; _ ALTERNATE BEN05 v . - r - ? �• ` 4 ''. Q TYP. B.O.FOOTING ,•.r - ' B.O.FOOTING B.O.FOOTING IRV EL. IVEL.VAR SEE P - '' •.' (2)#4 CONTINUOUS SEE PLAN I'-10" (2)#5 CONTINUOUS SEE PLAN 1'-10' (2)#5 CONTINUOUS 4 FOOTIN6 SHALL BEAR ON I,-b„ BAR5®BOTTOM OF x BARS®BOTTOM OF BARS®BOTTOM OF _ _ - NATURAL,UNDISTURBED FOOTING FOOTING _ v v B.O.FOOTING •' .' 5UB-GRADE OR PROPERLY �^ FOOTIN6 SHALL BEAR ON m FOOTING SHALL BEAR ON FOOTING VARIES COMPACTED GRAVEL FILL. _ I 5�PLAN -10 (2)#5 GONTINUOU5 NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS®BOTTOM OF 50-6RADE OR PROPERLY 5U5••6RADE OR PROPERLY -1 FOOTING COMPACTED GRAVEL FILL. COMPACTED 6RAVEL FILL. m IO SECTION THRU TERRACE FOUNDATION SCALE:3/4'=I'-O' - x 5 SEGTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING SECTION THROUGH WALKOUT FOUNDATION ` SCALE:3/4"=1'-O" SCALE:3/4°=I'-O' SCALE:3/4"=I'-O' r C, CAMERA-O•NEILL CONSULTING ENGINEERS Structural Engineering-Design t17 Black Point Lane Camefa/O'Neill Portsmouth,PI 02871 " wltinyEnyinecrs 4ot.578.�983 Ilk SINGLE 2x4 SOLE PLATE,TYP. � ...__ (:C))l PROVIDE CONTINUOUS 2x4 2x4 WOOD STUDS®160 O.G. 2x4 WOOD STUDS o 16'O.G. 'RIBBON"FASTENED TO EA. v SHEARWALL.SEE SHEARWALL PLANS d FLOOR TRU55 W/12d NAILS fi SHEARWALL.SEE SHEARWALL PLANS d 1, au 0 SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL ,`�•fit_ ,,;;�. j 2 j UJi�oc _?m o a"0 J N N INFORMATION INFORMATION z ;,'', `, , a SINGLE 2x4 SOLE u 13= o o o PLATE,TYP. T.O.51.6-FLOOR V r _ 2 GOORD.W/ARCH. MIT ET N 0 PROVIDE CONTINUOUS 2x4 T46 PLYWOOD GOO F TING 'RIBBON"FASTENED TO EA. 'SUB-FLOOR. QUI I ENT5 PV a FLOOR TRU55 IN 12d NAILSKy 'L DW65. PRE-ENGINEERED WOOD FLOOR TRU55E,5EE PLANS PRE-ENGINEERED WOOD 1 FLOOR TRU55,SEE PROVIDE Y4 DIA.x 6'LONG PLANS SIMP50N 5D5 SCREW FASTENED PROVIDE AND INSTALL TRIPLE 2x4 THROUGH DOUBLE TOP PLATE AND STUB POST MOT SHOWN)BELOW ALL DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRUS5 DOUBLE 2x4 - JAMB AND POST LOCATIONS ABOVE. BOTTOM CHORD®24'O.G. 6.G.NOTE: TOP PLATE,TYP. PLATE,TYP. PRE-ENGINEERED WOOD FLOOR TRUSS BEARING REQUIREMENTS I 0 SHALL BE COORDINATED WITH L TRUSS DE516NER Ole a) 10 w 2x4 WOOD STUDS®16'O.G. 2x4 WOOD STUDS o 16'O.G. SHEARWALL.SEE 5HEARWALL PLANS 4 5HEARWALL.SEE 5HEARWALL PLANS 4 cii o O SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL INFORMATION INFORMATION Oci() D w— O u— (D�ALE-N3'/4-1=11-00 O HRU FRAMING AT PARTY WALL �O O 04 V) O J � N Q p E 2x4 WOOD 5TUD5 0 16'O.G. 2x4 WOOD STUDS•16'O.G. O 0 5HEARWALL.SEE 5HEARWALL PLANS 4 2x4 WOOD STUDS®16"O.G. 5HEARWALL.SEE 5HEARWALL PLANS 4 Z Z Z SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®I6'O.G. SHEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16'O.G. O INFORMATION SHEARWALL.SEE 5HEARWALL PLANS 4 SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®I6'O.G. INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS 4 CL 10 SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS 4 SCHEDULE FOR ADDITIONAL � w P.T.2x4 SILL FASTENED TO CONCRETE INFORMATION SCHEDULE FOR ADDITIONAL INFORMATION U TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED P.T.2x4 SILL FASTENED TO CONCRETE N Q WITH J"DIA.x 12'LONG HOOKED ANCHOR SINGLE 2x6 SOLE TO CONCRETE WITH INFORMATIONITH�'DIA.x 12°LONG WITH I"DIA.x 12'LONG HOOKED ANCHOR SINGLE 2x6 SOLE W N < 6 BOLTS 0 48"O.G. AND '(MIN)FROM PLATE,TYP. HOOKED ANCHOR BOLTS®48'O.G. AND BOLTS 0 48"O.G. AND 6'(MIN)FROM PLATE,TYP. BUILDING CORNERS,WALL ENDS,AND GOORD.FIRE RATING T46 APA RATED 6'(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND in TdG APA RATED DOOR OPENINGS. REQUIREMENT5 W PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. DOOR OPENINGS. REGUIRGOORD FIRE RATING PLYWOOD 5UBFLOOR ARGH'L DW65. PROVIDE AND INSTALL FELT BOND ARCH1'L DW65 i T.O.SUBFLOOR BREAKER WHERE SLAB I5 POURED T.O.SUBFLOOR A PROVIDE AND INSTALL FELT BOND AGAINST FOOTIN6MWLL,TYP. A T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED T.O.WALL 5 P PRE-ENGINEERED SEE P • • AGAINST FOOTINGMIALL,TYP. P GONG.SLAB ON PRE-ENGINEERED FLOOR TRUSSES, T.O.SLAB T.O.5LAB GRADE,SEE PLANS FLOOR TRU55E5, SEE PLANS x Y— %=,____x y 5 P A SEE PLAN ,�, ,' Y SEE PLANS nnin— •: (2)#4 CONTINUOUS GONG.SLAB ON (2)#5 CONTINUOUS BARS®TOP OF WALL GRADE,SEE PLANS (2)#5 CONTINUOUS BARS 6 TOP OF WALL • BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON B 10 WALL OTJ FASTENED 0 TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED x _ OPENING, TO CONCRETE WITH J'DIA.x 12'LONG AT STAIR OPENI r : PROVIDE(2)APENIDD'L#5 TO CONCRETE WITH 'DIA.x 12'LONG • , HOOKED ANCHOR BOLTS®48'O.G. AND CONTINUOUS , HOOKED ANGHOR BOLTS®48'O.G. AND LL 6"(MIN)FROM BUILDING CORNERS,WALL 6' •' BEVELED 2x4 BARS.EXTEND BARS 6"(MIN)FROM BUILDING CORNERS,WALL 0 3 ENDS,AND DOOR OPENIN65. TYP. .. A. SHEAR KEY,TYP. 24'BEYOND EDGE OF ENDS,AND DOOR OPENINGS. �I _ OPENING ON EA.SIDE v Z • m '; Q • r� #5 HORIZ.BR 0 TOP, • • #5 HORIZ.BR®TOP, O BOTTOM,4 24'O.G. B.O.FOOTING f r 1 BOTH FACES EL.SEE PLAN BOTTOM,4 24 O.G. v #5 VERT.REBAR (2)#4 CONTINUOUS #5 VERT.REAR 48 ®48' 1 BOTH FACES ® O.G.OUTSIDE FACE FOOTING SHALL BEAR ON BARS 6 BOTTOM OF O.G.OUTSIDE FACE #5 VERT.REBAR o 24' NATURAL,UNDISTURBED I'-loll FOOTING #5 VERT.REBAR o 24' m 10'WALL O.G.INSIDE FACE 5UB-GRADE OR PROPERLY 10'WALL O.G.INSIDE FACE COMPACTED GRAVEL FILL. _ W .' (D"CTION THRU GARAGE AT PARTY WALLSCLE:3/4"=1'O" 'L2 L2#5#5 BENT BARS o 24"O.G. 42 • ALTERNATE BENDS ALTERNATE BENDS O.G. x • PROVIDE AND INSTALL FELT • PROVIDE AND INSTALL FELT BOND BREAKER WHERE BOND BREAKER WHERE x SLAB 15 POURED AGAINST SLAB 15 POURED A6AIN5T x FOOTINGMIALL,TYP. FOOTIN&HALL,TYP. 6° Y T'P. GONG.SLAB ON GONG.SLAB ON GRADE,SEE PLANS TYP' GRADE,SEE PLANS ' • • �= ♦ x x B.O.FOOTING AB.O.FOOTING SEE PLAN I'-10' (2)#5 CONTINUOUS SEE PLAN 1'-10' (2)#5 CONTINUOUS BARS 0 BOTTOM OF BARS®BOTTOM OF v FOOTING v FOOTING� - m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON NATURAL,UNDISTURBED NATURAL,UNDISTURBED 5U5-6RADE OR PROPERLY 50-61RADE OR PROPERLY Y COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. SECTION THRU FOUNDATION AT PARTY WALL SECTION THRU FOUNDATION AT PARTY WALL AT GARAGE 0 SCALE:3/4"=1'-0' 4 SCALE:3/4"=I'-O' x CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering Design tt7 Black Point Lane Camera/O'Neill Portsmouth,Rl02871 ulting Engineers 'ot 578.:983 GENERAL NOTE5t CONCRETE NOTES: STRI)Cn RzAL LUMBER,ENGINEERED LUMBERt L�+,j�W 0 I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A CAOMPRE551VE STRENGTH OF NOT LE-55 THAN 4000 P51 AT 26 I.ALL MATERIAL AND WORKMAN5HIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF*M'IBER CONSTRUCTION A��"- ``yA� DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 4.5%AND 7%). STANDARDS OF THE AMERICAN INSTITUTE OF TIMBER GO%TRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR �0 SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS 5TRE55-GRADE LUMBER AND ITS FASTENINGS'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. �: AND ALL CONSULTANT DRAHIN65 AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3000 PSI AT GEOTECHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADE5 AND M16N VALUE5 REQUIRED FOR CONVENTIONAL,STRUCTURAL LIMBER SHALL BE, r ?, e:' ;¢ Cl- 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO STUDS:GONSTRUGTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1300p00 P51, «;._ w. W Z o o 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 DAYS J015T5/RAFTER5/BEAM5:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400,000 P51 I Lu THE ARCHITECT OF RECORD. C o (ENTRAINED AIR CONTENT BETWEEN 45515 AND 7S>s). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400000 P51 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb O Ib'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL '" -` oc 0 Uj 6 p o GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,5LAB5,AND 5TUD5 ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POrDER DRIVEN �-'� 0 o - 5 CL 0 v ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS O Ib'O.G. U = t v a 6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 7 DAYS,TWO PERMIT SET o U TRADES'DRAWIN65 PRIOR TO GONSTRGTION. A 28 4.ALL MULTIPLE r�►+BER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF STUDS T DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. Q CODE INFORMATION AND DESIGN LOADS(EXGEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. 6.NO GALLIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING,CODE:INTERNATIONAL BUILDING CODE(18C),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 16D NAILS.NAIL RELATED REFERENCE:A5CE 7-10 7.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIE5)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES STA66ERED 4'APART. CONCRETE USED ON SITE.MIX DE516N SUBMITTAL SHALL INCLUDE H15TORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-EN6I►�g2 Wppp TRUSSES: LIVE LOADS: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN66 SHALL HAVE NOT LE55 THAN ONE JACK STUD AND TWO FULL ED PER THE'DESIGN SPEGIFIGATION FOR MIETAL PLATE COMrEGTED WOOD RESIDENTIAL: HE16HT STUDS AT EACH 51DE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LESS THAN TRUSSES'PUBLISHED BY THE T I.WOOD TRUSSES SHALL BE DESIGNED PLATE INSTITUTE. PRIVATE ROOMS 4 CORRIDORS 5ERVIN6 THEM:40 P5F 8.ALL REINFORCING BAR5 SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HEIGHT STUD AT EACH 51DE OF THE OPENING UNLESS NOTED OTHERWISE. PUBLIC ROOMS 4 CORRIDORS SERVING THEM:100 P5F T,ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A SIMP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER 9.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND SNOW AND ROOF LOADS/FACTORS: ENGINEERING REVIEW.SHOP DRAHINC75 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIM�LSSU SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL U5'X20 T1455 MANUFACTURERS REQUIRfMEN75. MIN.ROOF LIVE LOAD,20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.RIDGE STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION) 3.WOOD TRUSS,FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP FLAT ROOF SNOW LOADD(PF):30 PSF 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED GROUND SNOW LOAD 30 PSF BENDS,DETAILS,ETC. DRAHIN66 BEARING SEAL AND 516NATLRE OF THE DE516N PROFESSIONAL EN61NEER,REC71SIBUD IN THE STATE OF NEW PORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):ID LE ALL AN 2'-'OR BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE ''EI�R• SUBMITTING TO ARCHITECT.SHOP DRAHIN66 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ge),IA LESS THAN 2'-0'OR 48xDIA. TFW55 DETAIL 5HEET5 5HOWIN6 GONFI6URATION,DIMENSIONS,LOADS,MEMBER 51ZE5 AND GRADES,MEMBER FACTOR(Gt):IA q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRL►55E5 UNDER ALL PARTITIONS RUNNING II.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,FpbO K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUS5 CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANGHORA6E HARDWARE(SPECIFIED BY TRUSS O G G ACTORS, DESIGNER),ETC. 12.ALL WELDED WIRE FABRIG SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY FROST DEPTH: WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. ASSiJMED SOIL BEARING RING CAPACITY,SEE'FOUNDATION NOTES'IT IS ASSUMED THAT 4.TRUSS DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW PORK STATE BUILDING GODS AND ALL THE SOILS SUPPORTIN6 THI5 CONSTRUCTION PROJECT ARE SUITABLE TO 5LFFORT THE 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND CUT II.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 1532 APA STRUCTURAL I RATED SHEATHING.J'HUBER'ZIP'SYSTEM IS FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-R'INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LESS THAN 6'O.C.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL EDGES MUST BE BLOCKED AND NAILED EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBER5, SETTLEMENT,BUOYANCY ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRIGAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRU%DESIGNER SHALL CAREFULLY Z OWNER5 SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL EN6IHEER TO AND LOCAL AGENCIES (CENTER®ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS 11PLIFT LOAD PATH FROM ROOF TO 5 FLOOR LE COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED 0 TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS,SHOWER UNITS,WITH THE 6L.,ARCHITECT,AND MECHANICAL DESIGN. N VERIFY THESE A99-PTION5 AND PROVIDE A 6EOTECHNICAL ENGINEERING REPORT. 15.ALL GONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4'TONGUE 4 GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS w PROCEDURES AND 6UIDELINE-5 PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD SUB-FLOOR 5.DEAD LOADS: WIND FACTORS: REINFORCED GONCRETE'AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, AL�5IVE AND 8d NAILS O 6'O.G. ROOF TRUSS TOP CHORD DEAD LOAD,10 P5F RISK CATEGORY,II AND AGI-305306 6UIDE5 FOR HOT/GOLD WEATHER CONCRETING. 55 BASIC WIND SPEED(V),130 MPH ROOF TRU BOTTOM CHORD DEAD LOAD,10 PSF FLOOR TRU55 TOP CHORD DEAD LOAD:15 P5F EXPOSURE GATE60RY,B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM J'T46 APA STRUCTURAL I RATED SHEATHING. FLOOR TR55 U BOTTOM CHORD DEAD LOAD:10 P5F TOP06RAPHIG FACTOR(Kzt):IA BE 6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RAT® '- ENCLOSURE CLASSIFICATION,ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6 G.SHALL COORDINATE THE CONCRETE MIX DESIGN(I E.SELF 5kEATHIN6. 6.TRU55 DE516HER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRU55E5 WHICH MEET A LIVE LOAD 0 INTERNAL PRESSURE COEFF h t0.18(ENCLOSED BLD6) ME DEFLECTION CRITERIA OF Ug60 AND ALL ROOF TRUSSES WHIGH MEET A TOTAL LOAD DEFLECTION CRITERIA OF N CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY SALIENT CORNER DISTANG6 6-0' CONSOLIDATING C CON50LIDATED CONCRETE POUR FREE OF VOIDS AND/OR'HONEY-GOMBIN6'. 15.ROOF 5FEATHIN6 ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT THE�SF�2 OF�/�'OR U360 UNLESS SPECIFICALLY APPROVED OTHERWISE. ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48'OF 7.WOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY LU COMPONENTS AMP CLADD;N6:UNFACTORED WIND LOADS IT GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVE5. ERECTION BRACING. I- } ZONES I,2 4 3 ROOF WIND PRESSURES DESIGN,AND GONGRETE PLACEMENT TO ENSURE ACCURATE AND COWLETE CONCRETE DISTRIBUTION O TRIB AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTION5,SHALL BE TAKEN TO AVOID'HONEYCOMBING'AND VOIDS IN CONCRETE 16.ROOF SHEATHING,ON CURVED FRAMING MEMBER S SHALL BE THREE LAYERS OF#'APA RATED PLYWOOD 8.TRU55 SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL O _� (y) 10 5F 30.4 PSF 35b P5F 35b P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-STAGIN6 CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED 5HEATHIN6 WITH END AND SIDE JOINTS 5TA66ERED BETWEEN SUCCE551VE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING Z i- 20 5F 26A PSF 34.0 P5F 34D P5F CONCRETE MIX DES16N5 TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING WITH 8d RINK-5HANK NAILS O 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). 50 5F 26b PSF 32.0 CONTRACTOR'S DISCRETION.PSF 32A PSF STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. U 100 SF 252 P5F 30.4 PSF 30.4 PSF Q V) 18.CONCRETE VOIDS AND EXCESSIVE'HONEY-GOMBIN6'SHALL BE DOCUMENTED AND REPORTED TO THE IT SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL ED6E5 IN cl� ZONES 4 4 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHOD. PAR61N6,DRY-PAGKIN6,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR W TRIB AREA ZONE 4(FIELD) ZONE 5(-CORNER) FLOATING THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING GONTINUOU5 PANEL EDGE SUPPORT AND FASTENING. 2:10 SF 33.0 PSF 40.7 P5F SIGNIFICANT VOIDS. LU O O 20 5F 31b P5F 38.0 P5F 15.EN61N�RED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z V 50 SF 2qb P5F 343 PSF STRUCTURAL 5TEEL NOTE5' DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED Z Z 100 5F 28.4 P5F 31.6 PSF 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISC SPECIFICATIONS AND CODES, TO,FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 SF 252 P5F 25.2 PSF LATEST EDITION. CONNECTION HANGERS,BLOGKIN6,BRIDGING,AND SQUASH BLOCKS. Q_ LIJ FOUNDATION NOTES: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(WI SHALL BE A5TM Agg2 FY=50 K51.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND L L BER(LSL),AND PARALLEL STRAND LUMBER(P5L)SHALL U I 6j CHANNELS,ANGLES,AND MISC.5TRUCTURAL STEEL SHALL BE A5TM A-36,FY=36 K51.ALL SQUARE AND BE VERSA-LAM BY BOISE CASCADE OR EQUAL. w U Q I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARIN6 MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONSM551 SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 K51. Q N 0 CLEARED FROM THE BUILDING,FOOTPRINT. 20.LVL AND P51L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,FG=750 3.ALL ANCHOR BOLTS AND TWEADB0 ROD5 SHALL CONFORM TO THE REQUIREMENTS OF ASTM FI554 AND P51 FG=3000 PSI,FV= 265 PSI,E=2,000,000 P51 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL A30r1. 5U56RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.PSL GOLUMN5/P05T'5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=750 AT LEAST 3000 P5F.Ex-SHALL BE RESPONSIBLE FOR DETERMINING THE SITE'S 4•ALL BOLTS,NUT5 AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI,FV= 265 PSI,E=1,100000 PSI 5UITA131LITY TO SUPPORT THE BUILDING.FURTHERMORE,'HE 6.C.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. RESPONSIBLE FOR CONSTRUCTING THIS BUILDING AND SURROUNDING SITE/SUB6RADE 22.LVL`5 AND P5L'S SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR 1EGHANIGAL CONNECTIONS FOR THE FULL IN STRICT ACCORDANCE WITH THI5 REQUIREMENT. 5.ALL'IEl DINE'ELECTRODES SHALL BE E10XX. LENGTH OF THE MEMBER 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AW5'CODE FOR ARC, 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING,THE REQUIREMENTS OF ASTM D-255q-7b. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND 6A5 WELDING IN BUILDING CONSTRUCTION',LATEST EDITION. 24.ALL 51MP50N CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,P05T GAPS,ECT)SHALL BE COATED WITH x 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TE5TIN6 LAB ON 7.NO GONNEr TION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORRO51ON RESISTANCE OR APPROVED SUBSTITUTE. - EACH TYPE OF 501L TO BE COMPACTED. OF 10000 POUNDS UNLESS NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PPE95URE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN g5%OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF I/4°UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. 0 ASTM 0I557 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH. q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FILL PENETRATION WELD5 SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREAT®LUMBER,AND/OR THE { - 6.FIELD DENSITY TESTS SHALL BE PERFORMEDBY AN INDEPENDENT SOILS TE5TIN6 LAB LLT�`-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT STEM TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. _ ARCHITECT OF RECORD' STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21 = 0 3 REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMP50N PG/EPG ry 1.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO P05T CAPS AND 48'LONG(UNLE55 OTHERWISE NOTED)51MP50N 206A COIL STRAPS.STRAPS SHALL BE EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH _ W 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND IOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. ' 6.SEE FLUMBIN6 AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. 5 n` 6RANLLAR FILL MATERIAL REQUIREM[TS. 28.ALL CEILING FRAMING(INCLUDING TRL65 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALL5 SHALL BE x W 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,L005E FRAMED IN ORDER TO BRACE THE EXTERIOR WALL5 AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING - (s.) Q q.NO FOOTINGS OR SLABS 94ALL BE POURED INTO OR AGAINST SL66RADE CONTAINING MILL SCALE AND OTHER FOREI6N MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMING WITH ARCHITECT OF RECORD. O FREE WATER OR ICE. ARCHITECTURAL DRAHIN65 AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. - O 13.PROVIDE 4 INSTALL is WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING 4 POINT 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE 4 INSTALL _ 0 10.ALL 5LAB5-ON-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 1 CONTINUOUS 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DEGKIN6 - 6RAM1lAR FILL TINDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE•10 DECKING SCREW Q� m 5UB6 ZADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNICAL ENGINEERS TH OL6H TOP OF RAFTER. OF RECORD. 14.CUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL"e1*R5 FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS. 11.FORCES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE HOLES OR CVT5 IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS A 6'OG. DESIGN OF T}f FOUNDATION FOR THIS STRUCTURE.IT IS THE RESPONSIBILITY OF THE PERM155ION FROM THE STRUCTURAL ENGINEER OF RECORD. (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN61NEERED WOOD RIM TRL65 TOP CHORDS, GENERAL CONTRACTOR/OH ER TO CONFIRM WITH A GEOTEGHNICAL ENGINEER,CIVIL I5.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARGHITEGTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS O 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH Did NAILS O �L ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE HYDROSTATIC AND ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FORGES DO NOT EXIST. CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS O 6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH _ 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LEN&TH5,GUTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS O 6'O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HE1614T KING STUD AND JACK RESPONSIBILITY OF OTHERS. ITEMS,ETC. 5TUD AT ALL WINDOW AND DOOR LOCATIONS,WITH(15)8d NAILS(5 EACH KING AND JACK) _ x z Y Y Y • s z C, CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Des=o� 117 Black Point Lane Camera/O'Neill Portsmouth,PI 02871 Conwiung ErKpnee,s a02.578.2983 F+`J E�v rU PROVIDE SIMP50N LU5210 FACE MOUNT HANGERS AT �: ALL DECK JOISTS,TYP. 4� ' u Z Z W U O C P '-- J COP. TR 2 2 �__� / G W U _ L .. 0 W C O 4 _./� 3 Q a) 2 U 46 50.1 PERMIT SET v s 3 V h- o oe t, P.R.2xl DEC o 0 0 o 0 o Q x JOiITS®16 CONTINUOUS P.T.2x12 n ry g'`x g'`x PRO DE I INSTALL-, LE06ER FASTENED ty ,y n A SIMP50N ABUV144 STANDOFF xA TOUGH SHEATHING AND BASE!FASTEN TO GONG. INTO RIM JOIST/WALL a d FASTEN FIRST WALL W/Sip'DIA.EPDXIED STUD5 W/(2)Y4 x 4"LONG. 6 STUD TO GONG.FDN. THREADED ANCHOR ROD(b' b 51MP50N SOWS a 16"O.G. ►= p emu-W/HILTI TYPE X-U EMBEDS POWDER SOLI PROVIDE!INSTALL n1 FASTENERS AT 16'ACTUATED G. PAIR OF 51MP50N 7� DTT2Z TENSION TIES ST�66ERED TRIP F ID �+ .�+ PAIR OF 51MPSON IIII DOUBLE ROW OF DTT2Z TENSION TIES 1111 Eli IIII IIII FULL S N15 g F DOUBLE ROW OF IIII �8` HA PER TRU55 u�O ^IIII HA 5 PER TRUSS > N EILOGKIN6 � J D `U� .IIII — •D� LA HN IIII PROVIDE!INSTALL Ys'AIDu IIII 11 PROVIDE!INSTr.ALL Y,' u N - . - C „ LALLY COLUMNS,TYP. -_ JIIII I_ALLY COLUMNS,TYR - Z o,O o N 0 W l I 4'L�L Y ?x�tE o W 4'�At L r �5T ON �Ncn ' � IIII 10 Illl o w- O N 4) 50 2L 5 Q 1111 TRV55 DE5I6NER NOTE: 5 SOLI Q TRUSS DC-516NE9Z NOTE: till SOLI AT ALL H55 COLUMNS, IIII PRE�N6INEVRFJ7 GIRDER OR AT ALL H55 COLUMNS, IIII PRE-ENGINEERED 61RDB2 TRU OR 10 fill .--• OW POINT LOAD_ Lj _ OW POINT LOAD � O Z N A NG DATE FAGS MOUNT HAER MODATE FAGS MOUNT HANpt GER DOUBLE I6'L.VL.BEAM(FLUSH)DI TLY DOUBLE 16'L.V.L.BEAM(FLU5W DI TLY Q 0 POINT IF9qPOINT LOADSO LL >_ PROVIDE 1 INSTALL PROVIDE!INSTALL O INDICATES APPROX. INDIGATES APPROX. DIRECTLY BELOW DIRECTLY BELOW O V) - _ p o PROVIDE I INSTALL HANGERS PER TRU55 -4 INSTALL LL- } 0 IN HAN6C-RS PER TRUSS O O BELOW POINT LOADvnry '- PRE INEERED GIRDER TRUSS OR O PRE-EN61NE�GIRDER OR BELOW POINT LOAD � LL oC PRE-E INEERED GIRDER TRU55 OR -b� O PRE-BJ6INEER®GIRDER U55 OR U Ib'DEEP PRE-ENGINEERED O-! V M7Gabl�-sos V Ib'DEED PRE-ENGINEERED� -� L.V.L. ►ucca6l�-sos 1 v w < Q WOOD TRUSSES 9 16'O.G. WOOD TRUSSES 6 16"O.G. o _ ;fl - ° 0 V) 0 �p PRE-EN61NEERED GIRDER a PRE-EN61NE�61RDER a ti Q TRUSS OR DOUBLE 16' bk� Q � v}�n TRU55 OR DOUBLE Ib ° L.V.L.BEAM(FLUSH) Q Q L.V.L.BEAM(FLUSH) 2 Q JF Ur COORDINATE STAIR PRE-EN61NE ERE D C71F TRUSS OR COORDINATE STAIR PRE-EN61Nl�RED 61 TRUSS OR OPENING DIMENSIONS W/ OPENING DIMENSIONS W/ 6 ARLHL DW65. 6 ARCHL DWG5. SOLI PROVIDE!INSTALL I x SIM SIM PROVIDE!INSTALL BEAM POCKET AND P.T. 10 BEAM POCKET AND P.T. 10 -#_- BEARI%PLATE TO EA ACCOMMODATE BEAM. `-�.) BRING PLATE TO SOLI _ PROTECT UNTREATED PROTECT CAC/- ODATE BEAM. = L- LLUUM1 ER,�WITH BUILDING LUMBER WITH BUILDING ^ O u FELT,TYP. V >_ .t, ;p p ^^11 o x W gin g*, _ _ ) Z 3 5 3 5 " 50 2 17� 50.1 50.2 SOLI 3 SIM SIM ;� - r 1 0 O 5 5 _v O SOLI SOLI C � � x F— L ao z >' .� x 7. 51 M 50.1 5O 1 51 M 50.1 SOLI x x z E� FIRST FLOOR FRAMING-EMERESSIS06EMENT A FIRST FLOOR FRAMING-E6RE55 WINDOW SCALE:1/4"=1'-0" „=,_ - SCALE:I/4 O" PLAN NOTES, PLAN NOTES CONT.: x • 1. «J-4K JACK AND KING STUD5 SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT 511D5.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S ` FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. ,�612 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN ACCORDANCE WITH MANUFAGTURER5 2. -INDICATES 51MP50N 5TRON6-TIE TYPE HANGER REQUIRED AT SEAM CONNECTION.ALL 51MP50N HAN6ER5 REQUIREMENTS AND PREVAILING STATE BUILDIN6 CODE. _ SHALL BE INSTALLED PER MANUFACTURER'S,SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNEGTION5 NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLF SOLID WITH CONCRETE.PROVIDE)3'THICK'5PRINGFIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUGTURAE_ 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING z END BY A SINGLE JACK STUD 6AN6ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE R62ORTED TO ARCHITECT OF RECORD. 5. 5EAM5 AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRE55LIRE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLAB5,AND ALL 6. REFER TO GENERAL NOTE-5 FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEI614T COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAHIN66 PRIOR TO CONSTRUCTION. x TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED 6. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design it7 Black Point Lane Camera/O'Neill Portsmouth,RI o287i witingErvpneers 401.S782983 F,SEW y H�' N N U v F N >0 CO: LU u Q 0 � Z5 9 oQ tu O a 'D PERMIT SET _ `v u a t� a PRE-ENGINEERED ROOF VZ— 1Rll55,SEE PLANS awa,COORD.W/ J'APA RATED WALL SHEATHIN6,SEE ARGHL - - - GENERAL NOTES. ZADJACIRff SINGLE 2xb SOLE PLATE UNIT UPPER7 155 ROOF n; SHALL BEAR ON LOW ROOF TRU55 2xb WOOD STUDS O Ib'O.G. j'Td6 PLYWOOD 5115-FLOOR. Z 0 > ~U_ PROVIDE AND INSTALL TRIPLE 2xb Lu to STUB PO5T/50UASH BLOCK MOT SHOHW BELOW ALL_WA b AND POST P Q LOCATIONS ABOVE. -2xb Gib'O.G.BEARING WALL (SHOWN SHADED) PRE-Ed61"dTRED WOOD Q < FLOOR N DOUBLE 2xb TOP PLANS TRUSSES,SEE PRE-EN6I PLATE,TYP. PL PROVIDE 2x DIA6. TR1155 SEA BRAGING 0 48'O.G. O CY) PROVIDE BLOGKIN6 BETWEEN FLOOR TRUSSES TO PROVIDE ,\ Q ly SUBSTRATE FOR FLOOR �ATHIN6 FASTENING \ W (n O �-- > SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING O o 5GALE:3/4"=I'-O° - - -- - Z Z z O -PRE-ENGINEERED FLOOR TR155,5EE PLANS Lii 2xb 816'O.G. 2xb 9I6'O.G.BEARING WALL � iU V) Q BEARING/SHEARWALL - 2xb 0I6'O.G.BEARIN6 WALL CVU PTUAL SECTIONlSkO. APA RATED WALL SHEATHING,SEE ARCH.GOORD.W/ 1/2'=1'-O' GENERAL NOTES. ARGHL 51NGU 2xb 50LE PLATE 2xb WOOD STUDS 0 Ib'O.G. ' x 'T46 PLYWOOD PROVIDE CONTINUOUS 214'RIBBON' SUB-FLOOR. ^1 U_ FASTENED TO EA.FLOOR TRUSS W/ VJ 12d NAILS O PROVIDE AND INSTALL TRIPLE 2xb STUB O PO5T/5QUA5H BLOCK(NOT 5HOWIvi O BELOW ALL JAHS AND P05T LOCATIONS 2x BLOCKIN6 AND TRU55 RE ABOVE. CONNECTION HARDWARE PER JOIST z W 11J DESI6NER. = VJ z APA RATED WALL PRE-ENGINEERED WOOD 2xb STUDS 6 4N RAL (� g FLOOR TRU55E5,SEE �'APA RATED WALL ! _ Ib'O.G. NOTES. 3 '- DOUBLE 2xb TOP PLANS SHEATHING,SEE GENERAL Q PLATE,TYP. U 2x BLOCKING RU AND T55 - o L CONNECTION HARDWARE PER JOIST n` DE516NER. x IInnnn. •V-J SINGLE 2xb NEEREO ROOF %4- (�1 PRE-ENGINEERED SOLE PLATE SEE PLANS4__ z W HOOD TRU55, _ C PROVIDE d INSTALL S 5EGTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING 5ff PLANS �'Td6 APA RAT® HAN6ER5 PER TRUSS PRE__ PLYWOOD SUBFLOOR DE516NER,TYP. 5GALE:3/4"=1'-O° I'Td6 PLYWOOD PROVIDE d HOOD TRU55, DE51l5N$R NOTEr ROOF SHEATHING INSTALL UPLIFT SEE PLANS PROVIDE SEAT TO ANGHORA6E PER AC6OMMODATELE06ER. _ 'APA RATED T46 PLYWODD TRU55 DESIGNER - SHEATHING LAP SHEATHING PROVIDE AND INSTALL UPLIFT10 tl'-1196'MINIMUM ANCHORAGE PER TRU55 - DESIGNER I'-0'MAX � z / CONTINUOUS 2x8 LE06ER O HEEL OF PRE-ENGINEERED FLOOR PROVIDE d INSTALL UPLIFT MONO-SLOPE TRUSSES FASTENED THROUGH TIR16SES,SEE PLANS L.V.L.BEAM,SEE PLANS TRU55 DES16NER NOTEr SHEATHING AND INTO TRU55DES16N MEMBERS WITH(2) PER TRUSS PROVIDE SEAT TO #'x 'SIMPSG SD N 5 SCREWS a 16'OL. FASTEN PLYWOOD TO ESIGNERR 314 AGGOMMODATE LEDGER. REFER TO TRUSS DESI6NER5 REQUIREMENTS L.V.L.BEAM W/(2) GONTI4UOV5 2xIO L.ED6ER 6 HEEL OF 2x LADDER FRAMED RAKE FOR TRU55 FA5TENIN65 TO LEDGER AND HALL. ROWS OF 8d NAILS MONO-51LOPE TRUSSES FASTENED THROU6H z O 4'O.G. 5HEATHIN6 AND INTO WALL STUDS WITH(3)#'xb' r PRE-ENGINEERED SIMPSGN SD5 SCREWS a 161 O.G. }'APA STRUCTURAL I RATED HOOD ROOF TRUSS TRU55 FO TENIN65DE51REQUIREMENTS FOR EXTERIOR PLYWOOD SHEATHIN6. TO LED6,ER AND HALL. SHEATHING SHALL EXTEND TO % PRE-ENGINEERED z TOP OF GABLE END TRUSS HOOD GABLE SECTION THROUGH LOW ROOF END ROOF TRUSS 3 2 SECTION AT SHED DORMER 56ALE:3/4"=I'-O' SEE AR.GH.FOR EXTERIOR 5GALE:3/4"=I'-O" 1 FINISHES,TYP. z 4 RAKE LADDER FRAME DETAIL AT TRUS5E5 5GALE:3/4"=I'-O' z G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering Design LADDER FRAMED RAKES NOTEu7 Black Portsmouth,RI Lane LADDER FRAMED RAKES ARE NOT SHOWN Camera/O'Neill 01578 9838j1 .4< FOR CLARITY.REFER TO DETAILS 4/51.1 FOR CunwlungE�neeis ADDITIONAL INFORMATION TRU55 DESIGNER NOTE �'-)rr, E iv rQ9 TRUSS DE516,ER 15 RESPONSIBLE FOR `� 5PEGIFYIN6 ALL CONNECTION AND UPLIFT HARDWARE.TRUSSES SHALL BE �. ,n 9 DE516 D TO MEET ALL BEARING REQUIREMENT5.APPROACHES TO Z Z U+4j co o j ACHIEVE REQUIRED BEARING INCLUDE }`, ••:•.- / W 13oc co °Q BUT ARE NOT LIMITED TO,BEARING f; 44- > c a_ ALL PORCH BEAMS SHALL BE ENCHANCERS,ADDITIONAL TRUSS �' -° p,+,�J a� FASTENED TO POSTS TO PLIES,DIFFERENT MATERIALS,ETC {� at p u+ o SEE GENERAL NOTES FOR ADDITIONAL �� 0 '- o RESIST UPLIFT WITH DETAIL GABLE END BRACING REQUIRE^"ENTS/INFORMATION PERMIT SET " _ N COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRUSS SHALL BE FASTENED TO EFFECTIVELY PROVIDE SIMP50N H2SA BRACE&ABLE END WALLS. cc a -p UPLIFT ANCHORS AT EA. a off°, TRUSS BLOCKING G END OF ALL ROOF JOISTS, O to Q �,k lYP � a �a PROVIDE AND INSTALL SOLID x 3 Z. CONTI OU5 TRIPLE 2x10 BEAM(DROPPED) a BLOCKING EA.SIDE OF ALL RIDGES. PROVIDE SIMPSON LU5210 = __ __ ____ ____ __ ___ __ - CONTINUOUS 2x10 LEDGER FASTENED VALLEYS 4 HIPS AND AT ALL EAVES 1 I i-I -i CEILING/BOTTOM CHORD OFTRUSS TO SUPPORT AND FASTEN SHEATHING SHALL BE FASTENED TO EFFECTIVELY THROUGH SHEATHING AND INTO WALL PANEL EDGES.SEE GENERAL NOTES _J J _ BRACE&ABLE END WALLS. FACE MOUNT HANGERS AT A 10 IST e I STUDS W/Y4'x414.51MP50N SDS SCREWS ALL ROOF JOISTS TYP. O.0(8' N. AI INS) a"6'O.G.5TA66ERED Alf �p 3[ FIRST RAFTER/FIRST TRU55 llrf , PROV DE 4 NSTALL 50Nry, 7� FASTEN FIRST RAFTER/iR THROUGH �t DTT2Z TEN51ONPAIR OF PTIES SHEATHING INTO WALL STUDSlfRlls<� CREW TRI 2x8 TRIPLE 2xb TRIPLE 2x8 TRIPLE 2xb TRIPLE 2xb TRIPLE 2xb "SCREWSS A TY4'x45/D 51MPSON SDW =__ _ ST 16'O.G.STAGGERED 1 HEADER HEADER HEADER MJLE55 OTHERWISE NOTED) I x tr W LL PRE-ENGINEERED ROOF GIRDER IIII PRE-ENGINEERED HOOD DOUBLE ROW OF DTT2Z TENSION TIES TRUSS BOTTOM CHORD �, JL — m"' - --- -- - 61RDER TRUSS BLOCKING ADJACENT 1 1 1 UNIT �IIII, �-4 �, 2 � / N Z /k O �D- 2 PLUMBING LINE LOCATION. \ 2 N 50.2 51.1 i w -\� ADJACENT PROVIDE 4 INSTALL p w A UNIT 7 \ DESIGNER TYP. III -�� I BLOC `O PRE-ENSINEERED A /k SEE NOTE O 61RDER TRU55 OR QUAD IIII" CN BEAM(FLU5�� IIII TRUSS - Z I p O ,� -TAPER BEAM END AS REO'D BLOGKIN , x -/J I Z O 2x4 Olb'OG.BEARING �y+Q� TO MATCH ROOF PROF LE SEE NOTE WALL(SHOHfN SHADED) _ V (M N.DEPTH REMA NIN6=b') rr I L THIS WALL IS THE PARTY 2x4 a16'O.G.BEARING /, 1 � U WALL BETWEEN UNITS •QWA '° /�/J LL qWkb '^ o IIII LL. O 174 IIII N p I Et :p a TRUSS 4�1 2- AN GIRDER TRU55 OR IIII BLOCKING, cx '/./ i O O Z Z +°` °` -o IIII SEE NOTE - III , 11915 L.V.L.BEAM(FLUSH) tk _J TAPER BEAM �III w �c I Lei :2' WOOD TRUSSES a I66"O�G ` DOUBLE Ilb i5'L.V.L.BEAM(FLUSH) �+ U410 J TO�MATGH ROOF AS REG ry III \ / /k I N PROFILE(MIN. IIII I 0 _ DEPTH SIMPSON FASTEN FIRST JOIST THROUGH t� OR aq t�t REMAINING=b') IIII - SH�EATHIN6 AND INTO WALL x STUDS/RIM PREfN61NEERED- W/Y4 x4 -I it GIRDER TW% -4 PRE-ENGINEERED �' + J 61RDER TRU55 OR QUAD SDS SCREWS AT Ib'O.C. a IIII T I I b-5'L.V.L.BEAM(FLUSH) fx io HE-OF 5% MONo�L PE xITRUSSES FA$ L THROUGH o. ?� ry III TAPERED 2x10 ROOF JOISTS•Ib' __ ke S WITH(3) FUZAM 1 AS REQUIRED TO C�,s, a III O G.(8'MIN,DEPTH REMAINING) #'xb'S1 N 5D5'�'�GG a Ifs'O.G. _► �c k ' REFER T TRUSS DF5165 REQUIREMENTS } HANGERS FOR FASTEN T LEDW AND �� -Z TRUMCO III ,, NTINUOU5 2x10 LEDGER FASTENED / x INDICATES APPROX. III -K THROUGH SHEATHING AND INTO WALL O ADJACENT 4 I STUDS W/Y4 x4Y 51MF'SON 5D5 5CREW5 !IIIIi• , UNIT 7 COORD.W/ARGHJ6.C. O I6"O.G.STAGGERED PRE-ENGINEERED WOOD GIRDERCOORD.ATTIC PRE-EN61�EL�ROOF GIRDER f� pp 4�t4 AGGTRUSS W ARCHL DW&S. le O �wn TRUSS BOTTOM CHORD �R��-QOh� �r PRE-EN61 ids— I n/ — b �* FASTEN FIRST JOIST THROUGH I W \7✓ 2 SHEATHING AND INTO WALL PRE-EN61IIII RM GIRDER TRUSS ' L 2 STUDS/RIM W/Y4 x4'51HP50N IM 5D5 SCREWS AT 16"O.G. x I-EV5ER TO PROVIDE O 2x6 916'O.G.BEARING ��ENT IRATE FOR SHEATHING I I 1 FigTENINI FASTEN TO TRU55 TOP ,55 O DESIGNER NI, i 51.1 SCREWS i Ib'O.G.5TA66EREDTRUSSES SHALL INCLUDE ^1 51.1 CHIMNEY WALL GEOMETRY ry i W PRE-EN61 SPECIAL PROVIDE AND INSTALL 48"LONG,20 6A 51MP50N COIL 5TRAP FROM ONE 51DE OF BEAM,SEE PLAN 1 L POST,UP AND OVER THE TOP OF THE BEAM, o PRE-_EN61 SPECIAL IMNEY'TF4 55 IIII AND DOWN THE OTHER SIDE.FILL ALL , IIII AVAILABLE NAIL HOLE5 WITH IOd NAIL5. NOLE IIII BOTTOM OF POST BIM,SEE GENERAL NOTES HEIISDEg 4 IIII ` TR v l. 51MP50N PG OR EPC P05T GAP � ymkE = == -------------------- �K t~' aIIII SEE GENERAL NOTES y y _ _ - t 2 0 IIII IIII�y�� SEE PLANS ry PRIIIRE) I HIP IrEERED TRIPLE 2xb HEADER TRIPLE 2 8 HEADER TRIPLE 2x8 HEADER 4'O.G. -- ---- ----r7o.---- -- -__—__ ARCHITECTURAL - ----- ;Y� EMBELLISHMENTS BY OTHERS. TYPICAL DEGK/PORGH BEAM 5TRAP DETAIL COORDINATE WITH ARCHITECTURAL DRAWINGS CONTINUOUS 2x8 LEDGER a HEEL OF T 3 SCALE:3/4"=1'-O" MONO-SLOPE TRUSSES FASTENED SEAT AT BLOCKING, 3 51.1 THROUGH SHEATHING AND INTO WALL TRUSS HEELS TO SEE NOTE (D�rALEFI/4'= O FLOOR FRAMING STUDS WITH(2)#xS5CREHI�MP50N ACCOMMODATE: 1-OREFER TO TRU55 DE516NER5LEDGER � REQUIREMENTS FOR TRU55 FASTENINGS TO LEDGER AND WALL. A ROOF � FRAMING • PLAN NOTES. PLAN NOTES CONT. SCALE:I/4 I. *J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ET}ER IN ACCORDANCE WITH MANUFAGTURER5 FULL-HEIGHT KING 5TUD5 WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENT5 AND PREVAILING STATE BUILDING CODE. ` H1612 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED HE�- E 5 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES 51MP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANOER5 REQUIREMENT5 AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN°-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK'5PRINGFIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THI5 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND 5TRUGTURAL = 4. UNLESS OTHERW15E NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN65 SHALL BE SUPPORTED ON EA. DRAHINC75 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY 51,155TANTIAL CHANGE IN FRAMING x END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. x 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,&EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' -7. ALL FULL-+E16HT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING,FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND PRANIN65 PRIOR TO CONSTRUCTION. z TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,COR5E1.-5,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLIS++ T5 BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 117 Black Point Lane Camera/O'Neill Portsmouth,RI o287t suiting Engineers 401.S78.2983 Jo t AAA???Ilk ,1 ' r , i i W Z Z W 4t 0 o, Uj J N ;U 00 cN V C 'N /, ` C W U Q yO ✓.,�r C1119 C3 W V O 0 o U x 3 -� PERMIT SET U N a / AT WALKOUT BASEMENT OPTION,PROVIDE'STI' STRAP HOLDOWNS IN LIEU OF'H2'HOLDOWNS AT f FIRST FLOOR FRAMING H4 44 H2 H2 H2 H2 H2 H2 SWI * SWI 51^I SWI 00 00 z O N 11J r— Q '+— J Q _ (y) Q) Q () 00 O E 0 } N Q � Lu O O z = Z Z O V) LL.i U I dj TH15 5HEARWALL 15 THE 00 LLJp tU PARTY WALL BETWEEN UNITS HII HII s SW3 s g3: A x _ '^ E O �- z � O (�l 000 Z 00 0 000U O 00 00, - -� O a) CO C N S r r. z x `z IR5T FLOOR 5HEARWALL5 B BA5EMENT 5HEARWALL5-WALKOUT BA5EMENT OPTION GY;CALE :I/4"=I'-O" SCALE:I/4"=1'-O" SHEARHALL SGHEDULE Y SHEARWALL PLYWOOD SHEETROCK WALL STUDS BLOCKING NAILING HOEDOWN NOTE-5: ID TA6 FACE FACE ®PANEL EDGES •EDGE57 PANEL EDGES = I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SINGLE 2x6 BLOCKED bd•b"O.G. x • ACCORDANGE WITH MA%FAGTURER'5 REQUIREMENTS. SW2 NONE INNER SINGLE 2xb BLOCKED b SCREWS O 4"O.G. 2. ALL MULTI-PLY WALL SM05 FASTENED TO HOLDOWN5 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND 6ENERAL NOTES. 3. ViHERE UPPER WALL 15 NOT IN LINE WITH LOVER WALL,'STI'STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO SW3 BOTH BOTH DOUBLE 2xb BLOCKED bd•3"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL DETILS FOR FURTHER INFORMATION. 4. ALL ADIMEN51ON5,ELEVATON5,5HELVE5,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIE5,PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS HOLDOHN SGHEDULE SHALL BE FULLY COORDINATED WITH GIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOEDOWN THREADED CONSTRUCTION. = 5. PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PREfN61NEERED WOOD RIM TRU55.THIS PLYWOOD TIE PANEL SHALL BE ID TAG SIMPSON HOLDOWN FASTENERS ROD ON PLAN MODEL# FASTENED TO: TO FRAMING DIAMETER EMBED.INTO x FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS o 6'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE CONCRETE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS o 6'O.G.AND TO THE TR655 VERTICAL MEMBERS }12 HDU2-SD52.5 DOUBLE WALL STUD 5D5 SCREWS 5/b'VIA. 12' WITH 8d NAILS o 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH bd 144 HDU4-5D525 DOUBLE WALL STUD SDS SCREWS 5/5'VIA. 12' , NAILS o 6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS o 6'O.G.•*EXGEPTION,PLYWOOD PANEL SHALL HII HDUII-5D525 5 25"x5 25'PSL POST SDS SCREWS In VIA. 12' z BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AND JACK) STI 05-20x54"LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM _ PROJECT GENERAL NOTES POWER DISTRIBUTION EQUIPMENT LIGHTING FIXTURE LEGEND 1 THE CONTRACTOR SHALL FURNISH LABOR,MATERIALS,TOOLS AND OTHER O RECESSED DOWN LIGHT EQUIPMENT REQUIRED TO INSTALL THE WORK SHOWN AND SPECIFIED THE TP' 120/240V.10,3W SURFACE MOUNTED PANEL BOARD,"TP"INDICATES CONTRACTOR SHALL FURNISH AND INSTALL ITEMS NECESSARY FOR A COMPLETE PANEL DESIGNATION L"f WALL SCONCE ELECTRICAL SYSTEM MATERIALS SHALL BE NEW AND SHALL BEAR THE REGISTERED UL MARK WORK SHALL CONFORM WITH THE NATIONAL FIRE PROTECTION DISCONNECT SWITCH(UNFUSED) ASSOCIATION STANDARD 70(NEC),THE NATIONAL ELECTRICAL CODE(NEC),AND ® SURFACE MOUNTED DOWN LIGHT APPLICABLE FEDERAL,STATE AND LOCAL CODES CONTRACTOR SHALL SECURE 30AS DISCONNECT SWITCH(FUSED),"AS"INDICATES AMPERE SWITCH RATING. PERMITS AND PAY THE FEES REQUIRED TO CARRY OUT HIS WORK THE CONTRACTOR 30AF"AF"INDICATES AMPERE FUSE RATING H FLUORESCENT STRIP FIXTURE SHALL FURNISH COPIES OF CERTIFICATES AND PERMITS TO THE ARCHITECT x= 09 E a W J IZ O 2 THE DRAWINGS AND SPECIFICATIONS INDICATE THE INTENT OF THE DESIGN AND O JUNCTION BOX,4 11/16"SQUARE(UNLESS OTHERWISE NOTED) '^—> >o c d SHALL BE CONSIDERED AS DIAGRAMMATIC ONLY EXACT LOCATIONS FOR OUTLETS NOTES p W V c F. .�o AND EQUIPMENT SHALL BE DETERMINED AT THE SITE,AS WORK PROGRESSES —Tr GROUND BUS mcC L++ o o 0 DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE 1 LIGHT FIXTURES SHALL BE DETERMINED BY THE OWNER DURING 0 ~ »6 CONTRACTOR AT THE SITE FINAL WORK SHALL BE DOCUMENTED ON AS BUILT CONDUIT TURNING UP CONSTRUCTION U s RECORD DRAWINGS • CONDUIT TURNING DOWN I I w �z 6 U Q 3 CONDUITS AND EQUIPMENT OF ALL TRADES SHALL BE PROPERLY COORDINATED CONDUIT TURNING UP/DOWN AND SET TO MAINTAIN THE CLEARANCES REQUIRED BY APPLICABLE FEDERAL, LIGHTING CONTROL LEGEND STATE AND LOCAL CODES r\.r FLEXIBLE POWER CONNECTION TO EQUIPMENT AS NOTED _ 4 CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION OR FLEXIBLE POWER CONNECTION NOTES SINGLE POLE TOGGLE SWITCH.WALL MOUNTED AT 48"UNLESS EXPANSION DEFLECTION TYPE FITTINGS,AS REQUIRED VERIFY EXISTING JOINTS BY "HD' -INDICATES CONNECTION TO EXHAUST HOOD $a OTHERWISE NOTED-"a"INDICATES LIGHT FIXTURE CONTROL FIELD MEASUREMENTS ALL EXTERIOR ROOF CONDUITS SHALL HAVE EXPANSION FITTINGS "FP" -INDICATES GAS FIRE PLACE �3 THREE-WAY TOGGLE SWITCH,WALL MOUNTED AT 48 UNLESS OTHERWISE ` a NOTED-"a"INDICATES LIGHT FIXTURE CONTROL 5 OUTDOOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R TYPE UNLESS OTHERWISE NOTED El JUNCTION BOX,4 11/16"SQUARE(UNLESS OTHERWISE NOTED) 4 FOUR-WAY TOGGLE SWITCH,WALL MOUNTED AT 48"UNLESS OTHERWISE a NOTED-"a"INDICATES LIGHT FIXTURE CONTROL 6 RACEWAYS AND CABLE SHALL BE RUN CONCEALED IN FINISHED SPACES UNLESS ^' '* A4 OTHERWISE NOTED UTILITY COMPANY METER SOCKET WITH CIRCUIT BREAKER,SIZE AND c s M CONFIGURATION AS INDICATED COORDINATE WITH UTILITY COMPANY FOR TERMINAUJAW QUANTITIES AND BY-PASS LEVERM. 7 SERVICE EQUIPMENT AND PANEL BOARDS SHALL BE PROVIDED WITH DEDICATED FIRE ALARM SYSTEM LEGEND 1 REQUIREMENTS i CODE REQUIRED WORKING CLEARANCES THE HEIGHT OF THE WORK SPACE SHALL � EXTEND FROM THE FLOOR TO A HEIGHT OF 6'-T OR TO THE HEIGHT OF THE EQUIPMENT,WHICHEVER IS GREATER THE WIDTH OF THE WORKING SPACE SHALL E CONDUIT SLEEVE,SIZE AS NOTED ON DRAWINGS O 120V,MULTI-STATION SMOKE ALARM WITH 9VDC BATTERY BACKUP � BE THE WIDTH OF THE ELECTRICAL EQUIPMENT OR 30",WHICHEVER IS GREATER IN ALL CASES,WORK SPACE SHALL ALLOW AT LEAST A 90 DEGREE OPENING OF EQUIPMENT DOORS OR HINGED PANELS CO 120V,MULTI-STATION CARBON MONOXIDE ALARM WITH 9VDC BATTERY Z COMMUNICATIONS LEGEND O BACKUP tf) 8 ALL PANEL BOARDS SHALL BE LOCATED IN SPACES ALLOWABLE BY CODE AND N s PROTECTED FROM DAMAGE THE DEDICATED ELECTRICAL SPACE SHALL BE EQUAL FS FIRE PROTECTION SYSTEM FLOW SWITCH N ;°y b TO THE WIDTH AND DEPTH OF THE EQUIPMENT AND EXTENDING FROM THE FLOOR TO TV d TELEVISION OUTLET DEVICE PROVIDE ONE(1)RG-6 CABLE FROM OUTLET A HEIGHT OF V-O"ABOVE THE EQUIPMENT OR TO THE STRUCTURAL CEILING. Q _ = WHICHEVER IS LOWER NO PIPING.DUCTS OR EQUIPMENT FOREIGN TO THE Q TO MEDIA PANEL WITHIN-0-OF CABLE SLACK AT PANEL FACEPLATE AND g ELECTRIC BELL t ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES SHALL BE "F'CONNECTOR PROVIDED BY CONTRACTORLU PERMITTED TO BE INSTALLED IN ENTER OR PASS THROUGH SUCH SPACE TEL TELEPHONE OUTLET DEVICE PROVIDE ONE(1)CAT5E CABLE FROM Q OUTLET TO MEDIA PANEL WITH 4-0"OF CABLE SLACK AT PANEL DRAWING NOTES AND DESIGNATIONS ' 9 WIRING DEVICES SHALL BE MOUNTED IN ACCORDANCE WITH THE LATEST FACEPLATE AND CAT5E CONNECTOR PROVIDED BY CONTRACTOR Z O CV REQUIREMENTS OF THE ACCESSIBILITY CODE J N 10 PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE T SURFACE MOUNTED TELEPHONE MEDIA PANEL Q DRAWING REVISION MARKER OP MP-CATV 1 J Q w .-- CIRCUIT BREAKER OPERATING HANDLE TO THE FLOOR SHALL NOT EXCEED 4'40" Q LU N 11 ALL RECEPTACLES INSTALLED IN UNFINISHED AREAS SHALL BE GFI TYPE MIL SURFACE MOUNTED CAN MEDIA PANEL DRAWING REVISION CLOUD LU MP-TEL F•— 0 � 12 CONDUCTOR.COMMON OR SHARING OF NEUTRALS WILL NOT BE ALLOWED NO COMMUNICATION DEVICE NOTES U LLJ MORE THAN(3)CIRCUITS(SIX CURRENT CARRYING CONDUCTORS)SHALL BE RUN "C"-INDICATES MOUNTED ABOVE COUNTER HEIGHT J Z U IN A SINGLE CONDUIT. NOTES MECHANICAL EQUIPMENT IDENTIFIER LEGEND LLJ Q O 13 RECEPTACLES,SWITCHES,LIGHTING FIXTURES,SMOKE ALRAMS,ETC INDICATE Z Q Z Q QUANTITY,EXACT LOCATIONS OF DEVICES SHALL BE DETERMINED IN THE FIELD AND 1 AS A MINIMUM,FOR EACH COMMUNICATION DEVICE PROVIDE MECHANICAL EQUIPMENT TAG 0 Z COORDINATED WITH ARCHITECTURAL DRAWINGS A 411 r16"SQUARE 2"DEEP BACKBOX AND SINGLE GANG MUD EF "EF"INDICATES EQUIPMENT TYPE(EXHAUST FAN) a LU 14 THIS IS A STANDARD SYMBOL LIST.ALL DEVICE SYMBOLS AND ABBREVIATIONS MAY RING t '1"INDICATES EQUIPMENT NUMBER U '^ w lJ J NOT NECESSARILY APPEAR ON THE FLOOR PLANS OR DETAIL SHEET ONLY THOSE 2 VERIFY MOUNTING HEIGHT OF EACH LOCATION WITH NOTES w LUU Q SYMBOLS INDICATED ON THE FLOORS PLANS ARE USED AND OTHERS SHOULD BE ARCHITECTUAL DRAWINGS 1. REFER TO MECHANICAL AND PLUMBING PLANS AND SCHEDULES FOR J v� DISREGARDED ACTUAL EQUIPMENT NAME AND ASSOCIATED DESCRIPTION 15 MOUNTING HEIGHTS SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS THE O LOW VOLTAGE DOOR CHIME TRANSFORMER MOUNTING HEIGHT DETAIL SHALL BE USED AS A GUIDE IN THE ABSENCE OF THE POWER DEVICES LEGEND ARCHITECTURAL DRAWINGS DOOR CHIME PUSH BUTTON MOUNTED 4'-0"AFF OR GRADE WP 16 BOXES CONTRACTOR SHALL VERIFY ALL DOORS SWINGS BEFORE INSTALLING SWITCH INDICATES WEATHER PROOF 2 DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT NUMBER O 17 FOR EXACT LOCATION OF LIGHTING FIXTURES,SEE REFLECTED CEILING PLAN ® TWO TONE DOOR CHIME MOUNTED T-0"AFF �2 DUPLEX RECEPTACLE.WITH INTEGRAL USBCHARGER PORTS'2'INDICATES DRAWINGS CIRCUIT NUMBER u ^` 18 EXACT LOCATION OF LIGHT FIXTURES SHALL BE COORDINATED IN THE FIELD NOTES a DUPLEX RECEPTACLE WITH BOTTOM HALF OF RECEPTACLE CONTROLLEDBY WALL SWITCH"a" o = W WITH OWNER'S REPRESENTATIVE FIELD COORDINATE LOCATIONS WITH SYSTEM OF OTHER TRADES 1 DOOR CHIME SYSTEM SHALL BE NUTONE SERIES#BK125LWH 22 19 ELECTRICAL CONTRACTOR IS TO COORDINATE THE EXACT LOCATION OF LIGHTING TWO ENTRY SYSTEM OR EQUAL ®I FLOOR MOUNTED DUPLEX RECEPTACLE-"Z'INDICATES CIRCUIT NUMBER $ V FIXTURES IN MECHANICAL AND STORAGE AREAS WITH OTHER TRADES 2 WIRE PER MANUFACTURES RECOMMENDATION O2 It ® CEILING MOUNTED DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT NUMBER 20 FOR EXACT LOCATION OF MECHANICAL EQUIPMENT,(AC UNITS,FANS.PUMPS,ETC) O • REFER TO RESPECTIVE TRADES DRAWINGS RECEPTACLE NOTESco I 21 CURRENT CARRYING MATERIAL USED SHALL BE COPPER,INCLUDING PANELBOARD C. -INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER SURFACE BUS MATERIALS AND TRANSFORMER WINDINGS "GD" -INDICATES GARBAGE DISPOSAL ' ` Q� I "R" -INDICATES RECEPTACLE FOR GAS RANGE U >. Lo 22 FURNISH GROUNDING'BONDING BUSHINGS ONTO ALL CONDUIT ENTERING LEAVING w N BOXES "REF" -INDICATES RECEPTACLE FOR REFRIGERATOR RECEPTACLE MOUNTED IN A WEATHERPROOF' -INDICATES n� N 23 ALL GROUND CONDUCTORS SHALL BE GREEN.ISOLATED GROUND CONDUCTORS "WP SHALL BE GREEN/YELLOW STRIPED,AND NEUTRAL CONDUCTORS SHALL BE WHITE ENCLOSURE "GDO" -INDICATES GARAGE DOOR OPENER RECEPTACLE ON CEILING c "GFP" -INDICATES GROUND FAULT PROTECTION UPSTREAM Z RECEPTACLE COVERPLATE SHALL BE MARKED"GROUND FAULT PROTECTED" "KI" -INDICATES MOUNTED IN BASE OF MILLMORK,NO LESS THAN O 12"BELOW COUNTERTOP 4 o "D" -INDICATES RECEPTACLE FOR GAS DRYER 'DW' -INDICATES DISHWASHER 0 u r 8 4 O �2 6 O K t REVISE 0 • PLANS JAN Z 7 201 R.W.Sullivan Engineenng � 12 DATED: �D'�vy�0001 W, 253 The Ser�'E Cersr sty Ysn St Svcs tat VI[.LgG �,.►� �t zs„ot OF RYE 13RO �, , ' K0 2' 4' 81 T 0 d 0 REFER TO BASEMENT F (a LOOR PLAN O ON THIS DRAWING FOR N z` 0 N Zz mc I L: ADDITIONAL SCOPE OF DRAWING WU 10 C O� WORK o= c 'a'o a u �Z wP - qp • gg Lj CL Ui UI:FINIISHED z mF �� 1 UTILITY O^ FINISHED FINISHED BASEMENT BASEMENT TEL D TV J O REFER TO BASEMENT C } N c � N FLOOR PLAN(DON THIS DRAWING FOR F 0 0 � ADDITIONAL SCOPE OF -i E WORK w p Lu 0 m J W W Q H Q UP QD T A R 3 O O � � n 4 = N rrnn Z FS E V ,C N - O e (DO 0 � O . Q = m 1 z` N Z C 5 N KITCHEN MAKE AIR O UP CONTROL PANEL o Q�MP-TEL M P-CAN No qp BASEMENT FLOOR PLAN W/ WALKOUT 2 BASEMENT FLOOR PLAN SCALE:I/4'=I'-0' SCALE.1/4'=1'-0' I (D `o • 0 R.W.Sullivan Engineering Q ME?FPFig.mp Code Camiy ne Sent Ceebr SnYenSl&*M Basinms0:•s1107 12 Raw(517)wsw rw1rs11mmn RWSJOBS 1EX6000 3 0 2' 4 a i z W v9 E W c' O (V U N�„ >0 CP O W V Q SOW o 0., p _ `O c< _ a a) V (D Wp � U Q ...................................................................................... ......... o TV D 4,9 TV v: KI Cr' 4@KI FP i J DW I,A A•C T F p � _� C` g40 TEL 3 3 �TEL ® I _ GFP 4 _— �i• J C) I j( CL N EF 3 3 TV i! r VWpII I O cv j J LL p IN THE ATTIC O .. S Q O F � O �p BEDROOr\h n 2 TEL p�!I Z E L F Q4 .. 3 i n ' W 00 O � � o o 06 U F— di 4 3 -i --�; j W CZ J Q UP DOWN 3 I I FURNACE 0�CO 1 ..; � W GFP D&GFP -- -- -- ;Y�-=-=,,°; =,=I ! KEYED NOTES: WP O!�� _�_ —°-,_—��j i O SMOKE ALARM AND CARBON MONOXIDE ALARM SHALL BE O --- i LOCATED NO MORE THAN 10'-0'FROM CENTER OF DEVICE TO THE CENTER OF BEDROOM DOORWAY.(TYPICAL) Wp LOCATED4N THE ATTIC 7W 3 j i ��i i i L i qp O �_s.,_ o IN THE ATTIC ABOVE � � -- ' � O IN GDO ^` TEL D W L I � Ucy— N _ N SWITCH TO CONTROL o (1) LIGHTS IN ATTIC C r— d TV Z ap 0 a � a 4 O 1.' FIRST FLOOR PLAN SECOND FLOOR PLAN I SCALE:1/4'=1'-0' 2 SCALE:1/4'=1'-0' 0 R.W.Sullivan Engineering i uEPI FP Engmmtq.Cads.carr zvr; Th S=t Cars 529 Um SL Sus xis < Sodaua;sw'PAMon2s»o7 Pt-*(517)62MW WWAMIYA= a Rws 061 16M O 0 2' 4' 8' 0 e a z z WE LU 0 44) d p Y I-- LU 0 c U z 1001— PROVIDE TERMINAL SERVICE BOXES ON EXTERIOR OF BUILDING PER SERVICE PROVIDER REQUIRMENTS. co 7 #6AWG,#6GROUND IN 3/4"C MEDIA MEDIA PANEL PANEL "MP-TEL" "MP-CAN' BOND TO ELECTRICAL 07 SERVICE GROUND WITH #6AWG GROUND F R R LU V) 0 TO TELEPHONE AND 1"UNDERGROUND CONDUIT 04 : CAN HANDHOLES WITH(1)RG-6 CABLES _4_ LLJ I L j 0 1'UNDERGROUND CONDUIT CL WITH(2)CAT51E CABLES E < LU a) U z U BUILDING TV TELECOMMUNICATION RISER DIAGRAM Z W 0 a) N.T.S 9 U z 0 i LU w —i LU U w -j CU < < I— U cn 0 UNIT TYPE"Cl"METER SOCKET SEE NOTE#1 METER CENTER FOR UNIT"A" METER CENTER FOR UNIT"CZ' WEATHERPROOF TENANT METERING/BREAKER CENTER LOCATED ON EXTERIOR OF UNIT"C2".REFER TO"C2" DRAWING PACKAGE. CN4 400A-2P MAIN SERVICE BREAKER SECTION 0 nu M t-u% Lo __U N #1/0 GROUND IN 1"C N c: j20600KCMIL&1#3 GROUND IN 3 1/2"C I a) TO UTILITY TRANSFORMER PAD Ln SEE CIVIL PLANS 0 UNIT C1 w PANEL ITP" SEE NOTES#2 %4C) (TYPICAL FOR ALL UNITS) 243/0,&1-#6G IN TC R.W.Sullivan Engineering NOTES: UEP I FP Erqm".Code.Cw".s*" TheS&dtCer&.529NsmSL&*;03 ALL TENANT MODULAR METERING STACKS SHALL BE I 3W METERING ON 120/240V,3(p.4W 8Ww.Mnwtw2s02151107 1� SYSTEM.200A,120/208V,1 cp,3W METER AND 200A AMP-2P BREAKER DEVICE 65K A.I.C.(TYPICAL) A"(617)UMM CN IRWSJ066 16W00 2 TYPICAL TENANT PANEL BOARD SHALL BE 200A M.L.O.1201240V,14),3W,POLE 65K A.I.C., 0 2' . BUILDING TV POWER RISER DIAGRAM PROVIDE NEW LOAD CENTER FEEDERS AS NOTED.THE ELECTRICAL CONTRACTOR SHALL N.T.S PROVIDE THE FOLLOWING CIRCUIT BREAKERS AS SHOWN ON PANEL SCHEDULES. REMARKS TO PANEL BOARD TYPE SCHEDULES UNIT B PANEL BOARD: 3 BED/4 BATH REMARK O CIRCUIT PROVIDE BREAKER. <IDE �IE TYPE ARC-FAULT CIRCUIT INTERRUPTION PROTECTION INTEGRAL WITH THE BRANCH LOAD CENTER CIRCUITRY SCHEDULE 2O COORDINATE FINAL CIRCUIT BREAKER SELECTION WITH MECHANICAL DRAWINGS. OINTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE ROOMS CIRCUIT CONNECTED LOAD DESCRIPTION SYMBOL ON DRAWING BREAKER REMARKS PERIMETER,SO THAT EVERY OTHER RECEPTACLE IS ON THE SAME BRANCH CIRCUIT OR ADJACENT SIZE RECEPTACLES ARE NOT ON THE SAME BRANCH CIRCUIT. OINTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE KITCHEN z z," d g a COUNTERTOPS AND KITCHEN ISLAND COUNTER. FIEF 2OA-1 P W r, c o 1 DEDICATED REFRIGERATOR RECEPTACLE A.F.C.I/ O ® y_ 24 o u SO GENERAL AREA RECEPTACLES ARE RECEPTACLES ALONG CORRIDORS AND ENTRY AREAS. G.F.C.I o eyee U a& 61? 6O GENERAL AREA LIGHTING ARE ALL LIGHTING FIXTURES WITHIN THE UNIT(AND EXTERIOR DOOR LIGHT FOR p o�_ ° c a THREE BEDROOM UNITS)EXCEPT IN BEDROOMS PROPER. 2 DEDICATED DISHWASHER OW 2OA-1 P � ® V s m O A.F.C.I � COORDINATE EXACT LOCATION OF RECEPTACLE TO BE INSTALLED INSIDE MEDIA PANEL WITH THE UTILITIES U .Z toy PRIOR TO INSTALLATION. 20A-1 P a OCOORDINATE EXACT LOCATION WITH ARCHITECT.RECEPTACLE LOCATION SHALL BE ACCESSIBLE AND 3 EXHAUST HOOD $ VHD A.F.C.I B PER CODE. O 4 KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING IIIIC 2OA-1P 0 0 - FIELD COORDINATE EXACT LOCATION OF AC-&ACCU-UNIT WITH HVAC TRADES PRIOR TO INSTALLATION OF CIRCUITS) `�' A.F.C.I BRANCH CIRCUIT TO"ACCU=UNIT FROM THE UNIT WITH THE SUPPLY AND RETURN LINES FROM F-LOCATED IN THE UNIT.PROVIDE PROPER NEMA 3R WEATHER PROOF SAFETY DISCONNECT SWITCH FOR BRANCH 5 KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING ®C 2OA-1 P � CIRCUIT DISCONNECTING MEANS TO THE EQUIPMENT.LOCATE THE SWITCH WHERE READILY ACCESSIBLE CIRCUITS) 'TT A.F.C.I OF PROVIDE ALLOWANCE FOR PEDESTAL MOUNTING OF DISCONNECT SWITCH.COORDINATE ACCU TYPE AND DEDICATED BATHROOM GFCI RECEPTACLE C 2OA-1 P qp MOCP RATING WITH MECHANICAL DRAWINGS. 6 (BASEMENT) A.F.C.I • DEDICATED BATHROOM GFCI RECEPTACLE 1ST 2OA-1P 70 RECEPTACLE FOR REFRIGERATOR SHALL BE MOUNTED AT 42"AFF.REFER TO ARCHITECTURAL DETAIL FOR 7 ( pC � ADDITIONAL INFORMATION. FLOOR) qr A.F.C.I tt RECEPTACLE FOR MICROWAVE OR EXHAUST HOOD SHALL BE MOUNTED IN THE CABINET LOCATED ABOVE 8 MEDIA PANELS RECEPTACLE CIRCUIT O O 2OA-1 P �e THE RANGE.REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION. V07 %?-TW A.F.C.I t e. Ot2 CONNECT LOCAL 120 SMOKE ALARMS AND CARBON MONOXIDE DETECTORS AHEAD OF ANY SWITCHES OR 9 LIVING/DINING/COMMON AREA/ENTRY RECEPTACLE 20A-1 P ® ® ® 1 �gyp + (CONSTANT ON). CIRCUIT(ALTERNATING CIRCUITS)(1ST FLOOR) lT A.F.C.I w y RECEPTACLE FOR DISHWASHER SHALL BE MOUNTED IN THE SINK BASE CABINET LOCATED NEXT TO 10 LIVING/DINING/COMMON AREAIENTRY RECEPTACLE 2OA-1 P (D © (3) 13 DISHWASHER.REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION. CIRCUIT(ALTERNATING CIRCUITS)(1ST FLOOR) A.F.C.I - Q ` 11 GENERAL AREA LIGHTING,BATHROOM EXHAUST, 2OA-1 P ® ® ® Z T4 ALTERNATIVE TO THE DUAL A.F.C.I/G.F.C.I IS TO PROVIDE A.F.C.I CIRCUIT BREAKER WITH DOWNSTREAM SMOKE/CO ALARM CIRCUIT(1 ST FLOOR)(GARAGE) A.F.C.I O BLANK FACE G.F.C.I OUTLET TO PROTECT REFRIGERATOR RECEPTACLE. 2OA-1 P N r- t5 COORDINATE EXACT LOCATION WITH ARCHITECT.PROVIDE REMOTE WALL SWITCH FOR EXHAUST HOOD FAN, 12 DEDICATED LAUNDRY RECEPTACLE GFPi?W A.F.C.I/ O ® ® ® \ `V LOCATE PER ARCHITECTS DIRECTION.(HC UNIT ONLY) GFCI Oc is LOCATIONS WHERE WASHER AND DRYER DUPLEX RECEPTACLE(NOT READILY ACCESSIBLE).PROVIDE A 13 SPARE 2OA-1 P GROUND FAULT CIRCUIT INTERRUPTER BLANK FACE TYPE,TO PROTECT DOWNSTREAM CLOTHES WASHER A F.C.I DUPLEX RECEPTACLE WALL MOUNT AT 48"AFF,LABEL"FOR CLOTHES WASHER RECEPTACLE GFCI -� PROTECTION"ON FACE PLATE. 14 GAS RANGE �R 20A OFP A.F.C.I/GI/GFCI (� r tl PROVIDE CIRCUIT BREAKER WITH BRANCH CIRCUIT WIRING TO LOCATIONS OF FUTURE DUCT HEATER. ZOA-1 P V"I O BRANCH CIRCUIT WIRING SHALL BE COILED IN JUNCTION BOX FOR FUTURE EXTENSION TO DUCT HEATER. 15 GAS DRYER D 0 ® 0 � J N PROVIDE AND EMPTY 314"CONDUIT WITH PULL STRING FROM FUTURE DUCT HEATER LOCATION TO KITCHEN GFP A.F.C.I/GFCI 0 N MAKE UP AIR CONTROL PANEL FOR PULLING FUTURE CONTROL WIRING. 16.18 DEDICATED HOT WATER HEATER HWH-1 CIRCUIT HWH 30A-2P (3) = N to FIELD COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR. 17 DEDICATED AIR HANDLING UNIT AC AC 15A-1 P ® V Ts GAS FIRE PLACE SHALL BE CONNECTED TO GENERAL RECEPTACLE BRANCH CIRCUIT SERVING THE ROOM. J t 19 ADEDII,ATED AIR HANDLING UNIT AC(LOCATED IN ZC 15A-1 P 0 Q lL E TTICU Z 20,22 ON GRADE 30A-2P (3)D OUTDOOR CONDENSER UNIT(LOCATED U p t w O U o U Z 0 21.23 ON DEDICATED OUTDOOR CONDENSER UNIT(LOCATED q 2 30A-2P ® a J DWELLING UNIT BRANCH GENERAL NOTES TO PANEL BOARD TYPE SCHEDULES LLJ w LU 2OA-1 P � N Q CIRCUIT WIRING SCHEDULE 1. REFER TO BRANCH CIRCUIT SCHEDULE ON THIS SHEET FOR CONDUCTOR AND CONDUIT INFORMATION 24 DEDICATED BEDROOM RECEPTACLE CIRCUIT A.F.C.I 0 N BASED ON BREAKER SIZE. 2OA-1 P 2. REFER TO MECHANICAL DRAWINGS FOR FINAL LOCATIONS OF ALL REMOTE CONDENSING UNITS SERVING 25 DEDICATED BEDROOM RECEPTACLE CIRCUIT A.F.C.I BRANCH CIRCUIT CONDUCTORS EACH UNIT.3. REFER TO ARCHITECTURAL ELEVATIONS FOR COORDINATION OF WALL MOUNTED DEVICES AND FIXTURE 26 DEDICATED BEDROOM RECEPTACLE CIRCUIT 20A-1 P � A.F.C.I BREAKER (COPPER) LOCATIONS. C 2OA-1 P ,[ 4. COORDINATE EXACT NEMA RATING OF ALL WIRING DEVICES PRIOR TO SUBMITTALS. 27 DEDICATED BATHROOM GFCI(2ND FLOOR) qp A.F.C.I CIRCUITS 5. COORDINATE EXACT LOCATION OF ALL MECHANICAL,PLUMBING AND FIRE PROTECTION EQUIPMENT WITH DEDICATED BATHROOM GFCI(2ND FLOOR MASTER C 2OA-1 P O 120 VOLT 10,2W MECHANICAL,PLUMBING AND FIRE PROTECTION EQUIPMENT DRAWINGS. 28 BEDROOM) IR A.F.C.I � 15A-1 P 2#12&1#12G. 6. PROVIDE CIRCUIT BREAKERS WITH LOCK-OUT CAPABILITIES FOR CIRCUIT BREAKERS WHICH SERVE FIRE GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) ® 2OA-1 P O ALARM,RANGE,&KITCHEN HOOD. 1f A.F.C.I 2OA-1 P 2#12&1#12G. 7. IN ALL DWELLING UNITS,I SA AND 20A 120VOLT RECEPTACLES SHALL BE UL LISTED AS TAMPER ® ° = W RESISTANT TYPE IN ALL LOCATIONS AS REQUIRED PER ARTICLES 210.52 AND 406.12 OF THE 2014 30 GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) n � 2.F CPI Z NATIONAL ELECTRICAL CODE. 2OAr n 3OA-1 P 2010&101 OG. 8.THROUGH-THE-WALL OUTLET BOXES SHALL NOT BE PERMITTED.OUTLET BOXES SHALL NOT BE INSTALLED 31 BASEMENT AND UTILITY ROOM RECEPTACLES Ip A.F..1 v I� A. C.I (V BACK-TO-BACK(EVEN IF ASSOCIATED WITH DIFFERENT SYSTEMS)BUT SHALL BE STAGGERED ON : � O 208 VOLT 10, OPPOSITE SIDES OF PARTITIONS A MINIMUM OF 12"ON CENTER OR MINIMUM 24"FOR FIRE-RATED WALLS GENERAL AREA LIGHTING(BASEMENT AND UTILITY 2OA-1 P 2W CIRCUITS 32 ROOM) A.F.C.I ® ® o 9. PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP CIRCUIT BREAKER OPERATING _ O ISA-2P 2#12&1#12G. HANDLE TO THE FLOOR SHALL NOT EXCEED 4'-0"AS REQUIRED FOR HANDICAP CODE ACCESS(TYPICAL). 33 GENERAL AREA RECEPTACLE CIRCUIT(2ND FLOOR) QE ® 2OA-1 P (3) ® co10.DISCONNECTING MEANS SHALL BE ARRANGED SO THAT IT IS READILY ACCESSIBLE AND INTUITIVE. 1� lT A-1 I ^` 20A-2P 2012&1#12G. 11.RUN BRANCH CIRCUIT WIRING IN CONDUIT WHERE REQUIRED PER CODE. 34 GENERAL AREA LIGHTING(2ND FLOOR) 20A-1.1 � ® 0 V> G.F.C.I 25A-2P 2#10&1#10G. 2OA-1 P 35 DEDICATED MICROWAVE G.F.C.I O N 3OA-2P 2#10&1#10G. C 36,38 WALL HEATER vn 2OA-2P m 40A-2P 2#8&1#8G. � Z 37.39 FUTURE ELECTRIC DUCT HEATER EDH 60A-2P 0 ^` 208 VOLT 10,3W CIRCUITS 40 DEDICATED GARAGE RECEPTACLES qp 2AO.F 1P 0 � N 15A-2P+ 3#12&1#12G. _C 4 O o 41 ATTIC LIGHTING AND POWER IFF SF 20P o w E 2OA-2P+ 3#12&1#12G. 1-0 42 SUMP PUMP SE 2OA-1 P 0 t A.F.C.I 25A-2P+ 3#10&1#1OG. 43 MAKE UP AIR CONTROL PANEL 2OA-1 P © ® 8 3OA-2P+ 3#10&1#10G. B 20A-1 P t � 44 SPARE A.F.C.I 4OA-2P+ 308&1#8G. 45 SPARE 20A-1 P (D A.F.C.1 (D o • 0 R.W.Sullivan Engineering MEPIFP E%mm4.Code CarmS*" TheSantCaw,529MinSL Su>!200 Bo9wL Mmarhmb 02129.1107 Ptc-0(617)52mm nwmstvmnm RWSJOB# 160000 3 0 2' 4' 8' V 0 0 FINISHED MOUNT SWITCHES AND SIMILAR CEILING CONTROL FOR LIGHTING SO THAT TOP (VARIES) OF ELECTRICAL OUTLET BOX IS 48"AFF. MOUNT WALL PHONE TOP OF ELECTRICAL OUTLET BOX 48"AFF. PRIMARY DUCTBANK II 8'-0" RECEPTACLE,REFER TO SYMBOL PROVIDE CONCRETE PAD. TOP OF FIRE ALARM LIST FOR SPECIFICATION CONSTRUCTION OF CONCRETE PAD PULL STATION AT TELE/DATA OUTLET.FACEPLATE SHALL BE PER UTILITY COMPANY 48"AFF TO MATCH RECEPTACLES UNLESS PROVIDE GROUNDING PER SPECIFICATIONS. N) OTHERWISE NOTED. N 0' C6 U q� UTILITY COMPANY H >o c o: SPECIFICATIONS 11 NOTES: TRANSFORMER(BY UTILITY COMPANY) 1 ALL MOUNTING HEIGHTS SHALL BE C p_ o p c� ABOVE MEASURED FROM FINISHED FLOOR TO ~ CL 0 CENTERLINE OF DEVICE EXCEPT FIRE V = �y COUNTER 4-w ALARM VISUAL DEVICES. Z o PROVIDE SECONDARY DUCTSANK SERVICE ENTRANCE EQUIPMENT DEVICE SEE 0 0 0 B 2 DEVICES SHALL BE INSTALLED ON A < v AND CONDUCTORS AS INDICATED ON (DISCONNECT SWITCH,CIRCUIT NOTE 4 ® COMMON VERTICAL CENTERLINE RISER DIAGRAM.(DO NOT PROVIDE A BREAKER,PANELBOARD, WHEREVER POSSIBLE. GROUNDING CONDUCTOR FROM PAD SWITCHBOARD) C 3 ALL DEVICES SHALL BE INSTALLED AT MOUNT TRANSFORMER TO BUILDING 0 MOUNTING HEIGHTS AS INDICATED ON SERVICE ENTRANCE EQUIPMENT) 0 THIS DETAIL UNLESS OTHERWISE NOTED CIRCUIT BREAKERS 1/1P CIRCUIT BREAKERS � 4 MOUNTING THE TOP OF DEVICE COVER 0 PLATE SHALL NOT BE HIGHER THAN 44" OR SWITCH/FUSES BACKSPLASH 1-6" 0 0 o AFF IN ALL ABOVE COUNTER LOCATIONS ® SERVICE MAIN CIRCUIT COORDINATE HEIGHT OF BACK SPLASH ®� ., BREAKER OR WITH THE ARCHITECT. SWITCH/FUSE PHASE BUS 5 ALL WALL RECEPTACLES AND TELE/DATA �� .. OUTLETS SHALL BE LOCATED NO LESS �d �r� R THAN 18"HORIZONTALLY AWAY FROM L GROUNDED CONDUCTO ` (NEUTRAL)FROM PAD FINISHED FLOOR INTERIOR CORNERS. I MOUNT TRANSFORMER BONDING JUMPER TYPICAL MOUNTING HEIGHTS NTS �� -L^ NEUTRAL BUS FROM GROUND BUS r'' L z 1 L4 d e TO ENCLOSURE � �� f��: � t�`f+�j -1 GROUND BUS BONDING JUMPER cSJ ri WM FROM NEUTRAL BUS TO GROUND BUS ``eA PROVIDE ENGRAVED ON " i NAMEPLATE GROUNDING ELECTRODE TO LINE:PANEL BUILDING WATER SERVICE PIPE H41A-1,3,5(20A3P) WITH JUMPER AT WATER METER LOAD:EF-1 VIA VFD cn 04 < N GROUNDING ELECTRODE TO LLJ GROUND GRID,GROUND Q N LOOP,COUNTERPOISE OR l` 10'-0"GROUND ROD J Q U w E 1"CONDUIT CONCRETE SLAB OFF` Z U S SLEEVE LEE z w OZ p 0 —J 2"CONCRETE a LLJ ENCASEMENT LLI EDJ Ep DISCONNECT U 20'-0"OF#2AWG BARE COPPER WIRE. SWITCH Q U Q (INSTALLATION SHALL MEET REQUIREMENT EARTH OF NEC 250.52(A)(3)) TYPICAL DISCONNECT SWITCH LABEL NTS ,L TYPICAL ELECTRIC SERVICE GROUNDING NTS Ir 0 o = � Z O 2J/12&1aF12G IN 3/4"C � • e � USN CONNECT TO UTILITY i IN GENERAL W RECEPTACLE BRANCH CIRCUIT 2#12 8 1-�i12G IN 314"C Z 9 W NOTES: B N O 1. FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL FURNISHED AND o �/ INSTALLED BY FIRE PROTECTION CONTRACTOR,WIRE BY ELECTRICAL CONTRACTOR. No 2. COORDINATE FINAL LOCATIONS IN THE FIELD WITH FIRE PROTECTION CONTRACTOR q AND LOCAL AHJ. i! i O FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL DIAGRAM NTS CD Cp K O R.W.Sullivan Engineering NEP I FP EtgmsYg.Cade.Cam mb" The SOACars,Sa Nam SL Sus203 Bo5bL mmm,„w2s 021s110) Peome(51I)S73 M wrwimlVaum RWS JOB I 16M 00 0 0 2' a 4 4 c 0 M ELECTRICAL SPECIFICATIONS SPECIFIED 'C'-BLUE,NEUTRAL-GREY,EQUIPMENT GROUND-GREEN. 2.11 SUPPORTS AND FASTENINGS: PART 1-GENERAL 2.02 DISCONNECT SWITCHES: H. INSTALL AND CONNECT UP COMPLETE CONDUCTORS FOR ALL CIRCUITS A. ALL SUPPORTS AND FASTENINGS NECESSARY FOR THE SUPPORT OF A. UNLESS OTHERWISE NOTED,DISCONNECT SWITCHES SHALL BE AND WIRING SYSTEMS ELECTRICAL EQUIPMENT SHALL BE IN ACCORDANCE WITH THE BEST 1.01 GENERAL REQUIREMENTS: "QUICK-MAKE,QUICK-BREAK"HEAVY DUTY TYPE IN NEMA 1 I. NO CONDUCTORS SHALL BE PULLED INTO ANY CONDUIT RUN BEFORE INDUSTRY PRACTICE AND AS SPECIFIED HEREIN. 1.03 SHOP DRAWINGS ALL CONDUIT JOINTS ARE MADE UP TIGHTLY,AND THE ENTIRE RUN IS B. FURNISH AND INSTALL ALL STEEL SUPPORTING MEMBERS,HANGERS, A. INSTALL ALL NEW WORK IN A NEAT WORKMANLIKE MANNER READILY A. SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT ENCLOSURES FUSED OR USED AS INDICATED ON THE DRAWINGS. SECURED IN PLACE.WHEN REQUIRED TO EASE THE PULLING OF WIRES BRACKETS OR OTHER SPECIAL DETAILS REQUIRED AND NECESSARY B. CODES,PERMITS AND INSPECTIONS: 3R RATED DISCONNECT SWITCHES WHERE INSTALLED OUTDOORS OR ACCESSIBLE FOR OPERATION,MAINTENANCE AND REPAIR. COORDINATION HAS BEEN ESTABLISHED.SUBMIT ALL CERTIFIED PROVIDE ALL FUSES AS REQUIRED.PROVIDE WEATHERPROOF NEMA INTO CONDUIT,USE POWDERED SOAPSTONE,MINERALLAC#100 OR FOR THE PROPER INSTALLATION OF ELECTRIC EQUIPMENT. 1.ALL WORK SHALL COMPLY WITH REQUIREMENTS OF THE AS INDICATED ON DRAWINGS. EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS.SHOP APPROVED EQUAL BY THOMAS AND BETTS. C. SUPPORT LESS THAN 2'TRADE SIZE,VERTICALLY RUN CONDUIT AT NATIONAL ELECTRICAL CODE,APPLICABLE STATE BUILDING DRAWINGS SUBMISSION SHALL INCLUDE,BUT NOT BE LIMITED TO, J. TAG ALL FEEDERS IN ALL PULL BOXES,GUTTER SPACES,AND INTERVALS NO GREATER THAN 8 FEET.SUPPORT SUCH CONDUITS 2' CODE,AND ALL AUTHORITIES HAVING JURISDICTION AND THE FOLLOWING: WIREWAYS THROUGH WHICH THEY PASS. TRADE SIZE OR LARGER,AT INTERVALS NO GREATER THAN THE STORY APPLICABLE NATIONAL,STATE AND LOCAL CODES,LAWS AND 1.DISTRIBUTION EQUIPMENT 2 03 CIRCUIT BREAKERS: K TERMINATE STRANDED CONDUCTORS#6 AWG AND LARGER AT HEIGHT,OR 15 FT.WHICHEVER IS SMALLER. 2.OVERCURRENT PROTECTIVE DEVICES SWITCHES AND A FOR PANELBOARD APPLICATIONS,CIRCUIT BREAKERS SHALL BE SWITCHBOARDS,TRANSFORMERS,UPS SYSTEMS WITH COMPRESSION D. WHERE THEY ARE NOT EMBEDDED IN CONCRETE,SUPPORT LESS THAN =Z eY dg E 0' REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF ,u a3 0 THIS WORK SHALL BE INCORPORATED INTO AND MADE A PART OF BREAKERS). BOLTED TO THE PANELBOARD BUS BARS.WHERE CIRCUIT BREAKERS TYPE CONNECTORS.AT PANELBOARDS TERMINATE WITH MECHANICAL 1"TRADE SIZE,HORIZONTALLY RUN CONDUITS AT INTERVALS NO ,,, 0 o q THESE SPECIFICATIONS.FURNISH AND INSTALL UNDERWRITERS 3.LIGHTING FIXTURES. ARE INSTALLED IN EXISTING PANELBOARD BREAKERS SHALL BE OF THE LUGS. GREATER THAN 7 FT.SUPPORT SUCH CONDUITS,1"TRADE SIZE OR W fJ a- •orn o 4.WIRING DEVICES. SAME MANUFACTURER AND BE COMPATIBLE WITH EXISTING L. JOIN OR TAP STRANDED CONDUCTORS(#6 AWG AND LARGER)WITH LARGER,AT INTERVALS NO GREATER THAN 10 FT. c m- LABORATORIES INC.(UL)LABELED DEVICES THROUGHOUT THE oa C u+ 0 o 5.FIRE ALARM SYSTEM EQUIPMENT AND WIRING SCHEMATIC PANELBOARD.FOR STAND ALONE APPLICATIONS,CIRCUIT BREAKERS PRESSURE INDENT TYPE CONNECTORS-BURNDY. E INCLUDE SUPPORTING FRAMES OR RACKS EXTENDING FROM SLAB TO t` -„6 c PROJECT AREA.CONTRACTOR IS TO INFORM _ 0 ENGINEER/ARCHITECT OF ANY WORK OR MATERIALS WHICH 6.GROUNDING SYSTEM COMPONENTS. SHALL BE IN A NEMA 1 ENCLOSURE. SLAB FOR WORK INDICATED AS BEING SUPPORTED FROM WALLS VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS.ANY 7.CONDUITS,WIRE AND CABLES. B CIRCUIT BREAKERS SHALL BE"THERMAL MAGNETIC"TYPE,QUICK-MAKE, 2.07 WIRING DEVICES: WHERE THE WALLS ARE INCAPABLE OF SUPPORTING THE WEIGHT U ^Z `o WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION B. THE QUANTITY OF SHOP DRAWINGS SHALL AS A MINIMUM BE FOUR QUICK-BREAK WITH NON-WELDING CONTACTS COMPENSATED FOR A. WIRING DEVICES SHALL BE DECORA STYLE SPECIFICATION GRADE F INCLUDE SUPPORTING FRAMES OR RACKS FOR EQUIPMENT,INTENDED w u (4)COPIES OF 81/2k 11-SUBMISSIONS AND FOUR(4)PRINTS OF ALL AMBIENT TEMPERATURES AND SHALL HAVE A SHORT CIRCUIT RATING UNLESS OTHERWISE NOTED.ALL DEVICES SHALL BE FLUSH MOUNTED FOR VERTICAL SURFACE MOUNTING,WHICH IS REQUIRED IN A FREE Q SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE BY THIS DRAWINGS.SPECIFIC JOB REQUIREMENTS MAY BE MORE STRINGENT EXCEEDING THE AVAILABLE SHORT CIRCUIT FROM THE SECONDARY UNLESS OTHERWISE NOTED.REFER TO SYMBOL LIST. STANDING POSITION. - CONTRACTOR AND AT NO EXPENSE TO THE OWNER. AND CONTRACTOR IS RESPONSIBLE TO OBTAIN REQUIREMENTS SIDE OF THE ELECTRIC UTILITY TRANSFORMER.ALL BIDDERS SHALL B. SINGLE POLE SWITCHES SHALL BE DECORA STYLE,120277 VOLTS, G EXCEPT FOR BRANCH CIRCUITRY INSTALL ALL CONDUIT IN HUNG C. SITE VERIFICATION: FROM CONSTRUCTION MANAGER,GENERAL CONTRACTOR OR CONFIRM AVAILABLE SHORT CIRCUIT FROM THE ELECTRIC UTILITY RATED AT 20 AMPERES,QUIET OPERATION TYPE.FINISH OF TOGGLE CEILING SPACE ON ACCEPTABLE HANGERS AND INSERTS.CONDUIT OR r�,r 1.PRIOR TO SUBMISSION OF THE BID,THIS CONTRACTOR SHALL �'�'%� +� k a 4_1. ARCHITECT. COMPANY.IF INFORMATION IS UNAVAILABLE ASSUME A MINIMUM SHORT AND DEVICE PLATE AS DIRECTED BY ARCHITECT. METAL CLAD CABLE FOR BRANCH CIRCUITRY SHALL BE SUPPORTED BY �. VISIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD CIRCUIT RATING OF 22,000 AMPERES SYMMETRICAL FOR 120240V LOAD C THREE WAY SWITCHES SHALL BE DECORA STYLE,120277 VOLT,20 CLAMPS OR PIPE STRAPS SECURED TO THE CEILING SUPPORT SYSTEM CONDITIONS AS THEY RELATE TO THE WORK AS INDICATED ON :..�' � CENTERS OR HIGHER WHERE NOTED.THE CIRCUIT BREAKERS SHALL AMPERES. (BLACK IRON),FROM STRUCTURAL MEMBERS OR FROM THE DECK THE DRAWINGS AND DESCRIBED HEREIN.DISCREPANCIES,IF ANY, 1 04 MAINTENANCE MANUALS: ".,4_t, ALSO BE UL LISTED ARC FAULT CIRCUIT INTERRUPTER(AFCI) D STANDARD RECEPTACLES SHALL BE TAMPER PROOF DECORA STYLE, SUPPORT FROM CEILING TEES,CROSS TEES OR SUPPORT WIRES IS r f �' SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION A SUBMIT FOUR(4)LOOSE-LEAF BOUND OPERATING AND '• COMBINATION TYPE PROTECTION OF THE DWELLING UNIT 120VOLT 120 VOLT,20 AMP,2 POLE GROUNDING TYPE.MOUNT WITH GROUND OR PROHIBITED. PRIOR TO SUBMISSION OF HIS BID,AND IF NOT RESOLVED TO MAINTENANCE MANUALS WITH INDEX AND INDEX TABS TO INCLUDE f•.;.r' R`. , SATISFACTION,SHALL BE SUBMITTED AS A WRITTEN THE FOLLOWING: SINGLE PHASE 15 AMPERE AND 20 AMPERE DWELLING BRANCHCIRCUITS NEUTRAL PIN ORIENTED UP. ;� r.; t QUALIFICATION OF THE BID.SUBMISSION OF A BID SHALL BE 1.OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS AS REQUIRED BY CODE.CIRCUIT BREAKERS FEEDING MECHANICAL E SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT 2.12 GROUNDING: ••... "-•' EQUIPMENT SHALL BE HACR RATED. FLAT AGAINST THE WALL. A. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS. ®y EVIDENCE OF SITE VERIFICATION HAS BEEN PERFORMED AS 2 MANUFACTURERS'CATALOG CUTS ON ALL EQUIPMENT. " s• C CIRCUIT BREAKERS SHALL BE"AFCI"TYPE,QUICK-MAKE,QUICK-BREAK F MULTIPLE DEVICES AT A COMMON LOCATION SHALL BE INSTALLED IN A B. PROVIDE SUPPLEMENTARY GROUND BONDING WHERE METALLIC + a DESCRIBED ABOVE. 3.ALL ITEMS SUBMITTED FOR REVIEW IN SHOP DRAWING SECTION WITH NON-WELDING CONTACTS COMPENSATED FOR AMBIENT COMMON MULTIGANG BOX WITH A COMMON FACEPLATE. CONDUITS TERMINATE AT METAL CLAD EQUIPMENT(OR AT THE METAL / D. CONTRACT DOCUMENTS: 1.PRIOR TO SUBMISSION OF A FORMAL BID,THIS CONTRACTOR 1.05 AS-BUILT DRAWINGS: TEMPERATURES AND SHALL HAVE A MINIMUM SHORT CIRCUIT RATING G SWITCH AND RECEPTACLE COVER PLATES SHALL BE NYLON MATERIAL PULL BOX OF EQUIPMENT)FOR WHICH A GROUND BUS IS SPECIFIED. SHALL REVIEW ALL DRAWINGS OF THE ENTIRE PROJECT A. CONTRACTOR SHALL MAINTAIN RECORD DRAWING PRINTS ON JOB OF 22,000 AMPERES SYMMETRICAL FOR 120240V LOAD CENTERS OR COLOR BY ARCHITECT. ACCOMPLISH THIS BY EQUIPPING THE CONDUITS WITH A BUSHING OF HIGHER WHERE NOTED. THE GROUNDING TYPE CONNECTED INDIVIDUALLY TO GROUND BUS. Uj INCLUDING GENERAL CONSTRUCTION,ARCHITECTURAL, SITE AND RECORD,AT TIME OF OCCURRENCE,DEVIATIONS FROM _ +�t 2.08 LIGHT FIXTURES: C. ALL GROUND WIRES SHALL BE SUITABLY PROTECTED FROM L' MECHANICAL,PLUMBING AND SPRINKLER AND HE SHALL NOTIFY CONTRACT DOCUMENTS DUE TO FIELD COORDINATION,BULLETINS, THE CONSTRUCTION MANAGER OF WORK REQUIRED IN THE BID OR ADDENDA. 2.04 FUSES: A ALL LIGHT FIXTURE MOUNTING HARDWARE SHALL MATCH AND BE MECHANICAL INJURY. WHICH IS INDICATED OR IMPLIED IN OTHER SECTIONS OF THE B. CONTRACTOR SHALL REVISE SHOP DRAWINGS TO CONFORM TO A FUSES SHALL BE CURRENT LIMITING TYPE WITH AN INTERRUPTING COORDINATED WITH THE CEILING SYSTEM TYPE.ALL FIXTURES SHALL 2.13 ACCEPTABLE MANUFACTURERS: ' _ `�:, �.:=•:;;:;_; I WORK RECORD DRAWINGS AND SUBMIT AS-BUILT CONDITION(DEVICES, CAPACITY OF 200,000 RMS AMPERES AND OF THE CONTINUOUS BE EQUIPPED WITH"EARTHQUAKE"CLIPS. DISCONNECT SWITCHES:SQUARE'D',GE,SIEMENS,CUTLER-HAMMER 2 DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL EQUIPMENT,CIRCUITRY,ETC.)DRAWINGS UPON COMPLETION OF CURRENT RATINGS AS SHOWN ON THE DRAWINGS. B ALL FIXTURES SHALL BE FREE OF LIGHT LEAKS ABOVE OR BELOW CIRCUIT BREAKERS:SQUARE'D',GE,SIEMENS,CUTLER-HAMMER B THEY SHALL HAVE AVERAGE MELTING TIME-CURRENT CEILING. FUSES:BUSSMAN,GOULD SHAWMUTT Z ARRANGEMENT OF WORK AND APPROXIMATE LOCATION OF THE PROJECT.FINAL SUBMISSION OF AS-BUILT DRAWINGS ARE TO r" CHARACTERISTICS TO MEET THE UNDERWRITERS'LABORATORIES C ELECTRONIC BALLASTS SHALL BE HIGH-FREQUENCY,FULL OUTPUT RACEWAY:WHEATLAND,TRIANGLE,REPUBLIC EQUIPMENT.REFER TO ARCHITECTURAL DRAWINGS FOR ALL BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS DIMENSIONS AND COORDINATE FINAL LOCATIONS OF SWITCHES IS THE AS-BUILT CONDITION OF THE WORK AS-BUILT DRAWINGS REQUIREMENTS FOR"CLASS K"0-6W AMP FUSES AND"CLASS L"OVER TYPE FOR USE WITH 265 MA RAPID START T-8 LAMPS.THEY SHALL WIRE/CABLE:SOUTHWIRE, H LIGHT FIXTURES,RECEPTACLES ETC.WORK SHALL BE SHALL BE PRODUCED ON AUTOCAD VERSION 2002 OR LATER 600 AMP FUSES. HAVE AN'A'SOUND RATING OR BETTER.ALL ELECTRONIC BALLASTS METAL CLAD CABLE:AFC w�► COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS. SHALL HAVE LESS THAN 10%TOTAL HARMONIC CURRENT DISTORTION JUNCTION/PULL BOXES:APPLETON ELECTRIC,GROUSE HINDS, or 3.IF A CONFLICT OCCURS IN THE SPECIFICATIONS AND/OR ON THE 2.05 RACEWAYS: (THD).BALLASTS SHALL MEET OR EXCEED FCC REGULATIONS PART 18 02./GEDNEY FIRE STOP MATERIAL:HILTI,3M(NOTE:MATERIAL MUST BE 1.06 SUBSTITUTIONS: A. ALL WIRES SHALL BE RUN IN CONDUIT AS SPECIFIED HEREINAFTER, ELECTRONIC BALLASTS FOR 1,2,3,OR 4 LAMP COMBINATIONS AS WELL ACCEPTABLE TO LOCAL AHJ) DRAWINGS THAT HAS NOT BEEN ADDRESSED BEFORE THE BID, A. NO SUBSTITUTE MATERIAL OR MANUFACTURER OF EQUIPMENT AND EACH LENGTH OF CONDUIT SHALL BEAR THE MAKER'S TRADEMARK AS COMPACT FLUORESCENT LAMPS SHALL BE USED AS REQUIRED TO FITTINGS,COUPLINGS, x� OR THE DOCUMENTS ARE UNCLEAR,THE MORE STRINGENT SHALL BE PERMITTED WITHOUT A FORMAL WRITTEN SUBMITTAL TO OR STAMP.THE PLANS INDICATE THE GENERAL LOCATION OF OUTLET ACCOMMODATE THE FIXTURE DESCRIBED IN THE FIXTURE SCHEDULE BUSHINGS,CONNECTORS:02./GEDNEY,BURNDY,NEPCO,THOMAS AND , SITUATION SHALL APPLY. THE ENGINEER WHICH INCLUDES ALL DIMENSIONAL,PERFORMANCE BOXES AND CIRCUITING.THE CONDUIT RUNS FOR THESE CIRCUITS D PROVIDE LAMPS SUITABLE FOR LIGHTING FIXTURES IN WHICH THEY BETTS 4.ANY EQUIPMENT,SUPPORTS,PARTS,MATERIALS,ACCESSORIES, AND MATERIAL SPECIFICATIONS.ANY CHANGES IN LAYOUT, MAY BE MODIFIED AT THE TIME OF INSTALLATION TO ADAPT SAME TO ARE USED AND AS INDICATED ON THE DRAWINGS.FLUORESCENT LAMPS:GE,SYLVANIA,PHILLIPS OR LABOR THAT IS NECESSARY FOR PROPER PERFORMANCE OF MECHANICAL CHARACTERISTICS,STRUCTURAL REQUIREMENTS,OR BUILDING CONSTRUCTION. LAMPS SHALL HAVE A MINIMUM CRI INDEX OF 82.INCANDESCENT BALLASTS:MOTOROLA,ESB,UNIVERSAL,LUTRON N THE ELECTRICAL WORK,ALTHOUGH NOT SPECIFICALLY V) MENTIONED HEREIN OR SHOW N SHOWN ON THE DRAWINGS,SHALL BE DESIGN DUE TO THE USE OF A SUBSTITUTION SHALL BE SUBMITTED B FOR ALL SIZES OF CONDUIT LARGER THAN 1 1/2",USE STANDARD LAMPS SHALL BE INSIDE FROSTED AND RATED AT 120 VOLTS UNLESS LIGHT SWITCHES:HUBBELL,LUTRON,PASS 8 SEYMOUR,COOPER z N FURNISHED AND INSTALLED IF CALLED FOR DETAIL TO THE ENGINEER AS PART OF THIS PROPOSAL.THE CONTRACTOR ELBOW.IN SMALLER SIZES,FIELD BENDS WILL BE PERMITTED INSTEAD OTHERWISE SPECIFIED. WIRING J TAKES FULL RESPONSIBILITY FOR THE SUBSTITUTION AND ALL OF USING MANUFACTURED ELBOWS BUT CARE MUST BE TAKEN NOT TO E. ALL LIGHT FIXTURES SHALL BE UL LISTED AND LABELED. DEVICES WITHOUT ADDITIONAL COST. Q N CHANGES RESULTING FROM SUBSTITUTION.ALL ITEMS SHALL BE DAMAGE THE CONDUIT.THE RADIUS OF THE INNER CURVE OF ANY RECEPTACLES:HUBBELL,LUTRON,PASS 8 SEYMOUR,COOPER WIRING E. GUARANTEE: U �. SUBMITTED FOR REVIEW IN CONJUNCTION WITH THE SUBMITTAL OF BEND SHALL NOT BE ANY LESS THAN THAT PERMITTED BY CODE. 2.09 FIRE ALARM SYSTEM: DEVICES 1.ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR Q A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE ALTERNATE.ANY SUBSTITUTION MUST BE SUBMITTED WITH AN C CONDUIT SHALL BE SECURELY FASTENED IN PLACE AND HANGERS, A. THE ELECTRICAL CONTRACTOR SHALL FURNISH NEW FIRE ALARM LOAD CENTERS:SQUARE'D',GE,SIEMENS,CUTLER-HAMMER � THIS WORK FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME EXPLANATION WHY A SUBSTITUTION IS BEING UTILIZED.IF THE SUPPORTS OR FASTENINGS SHALL BE PROVIDED AT EACH ELBOW AND EQUIPMENT AS SHOWN. GROUNDING COMPONENTS:ERICO,BURNDY U AT WHICH THE ELECTRICAL WORK IS TAKEN OVER AND ACCEPTED SUBSTITUTED ITEM DEVIATES FROM THE SPECIFIED ITEM,THOSE AT EACH END OF EACH STRAIGHT RUN TERMINATED AT A BOX OR B. SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE 120VOLT WITH U LL E LIJ BY THE OWNER,AND IS UNDER CARE,CUSTODY,AND CONTROL DEVIATIONS ARE TO BE IDENTIFIED ON A LINE BY LINE BASIS.IF THE CABINET.WHERE RISER CONDUITS PIERCE FLOOR SLABS,THEY SHALL 9VDC BATTERY BACKUP SUITABLE FOR SINGLE AND MULTIPLE STATION LU U Z SUBSTITUTE IS BEING UTILIZED FOR FINANCIAL REASONS,THE REST ON EACH FLOOR WITH APPROVED BEAM CLAMPS,PIPE STRAPS USE.THEY SHALL BE POWERED FROM A LOCAL 120 VOLT BRANCH PART 3-EXECUTION J OF THE OWNER.ENGAGE THE SERVICES OF VARIOUS ASSOCIATED CREDIT MUST BE SIMULTANEOUSLY SUBMITTED. OR HEAVY IRON TIES WIRED TO THE STRUCTURAL MEMBERS CIRCUIT.DETECTORS SHALL HAVE A BUILT IN TEST SWITCH.THE 3 01 GENERAL: L1J LU V MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER CL O (1)B. ALL SUBSTITUTED EQUIPMENT SHALL CONFORM TO SPACE SUPPORTING EQUIPMENT.SIZE AND TYPE OF ANCHOR SHALL BE SOUNDER BASES SHALL PRODUCE A TEMPORAL PATTERN SOUND THAT A ALL CONTROL WIRING ASSOCIATED WITH MECHANICAL EQUIPMENT IS STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED. O N Z Q INSTRUCT THE OWNER'S PERSONNEL IN THE PROPER OPERATION REQUIREMENTS AND PERFORMANCE REQUIREMENTS SHOWN ON BASED ON THE COMBINED WEIGHTS OF CONDUIT,HANGER AND SHALL MEET THE REQUIREMENTS OF THE STATE AND LOCALE BUILDING THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. AND SERVICING OF THE EQUIPMENT. CONTRACT DOCUMENTS CONTRACTOR SHALL REPLACE ANY CABLES.ALL HANGERS AND RODS SHALL BE PAINTED WITH ONE COAT CODES. B ALL TELEPHONE AND TELEVISION WIRING AND DEVICES SHALL BE a EQUIPMENT THAT DOES NOT MEET THESE REQUIREMENTS AT HIS OF ENAMEL. C. IN THE EVENT OF SMOKE DETECTION ALL SMOKE DETECTORS SERVING INSTALLED BY THIS CONTRACTOR AND ARE INCLUDED IN THIS 2.THE CONTRACTOR SHALL PROVIDE AS A REQUIREMENT OF THE tY w BID SUBMISSION A GUARANTEE TO REPLACE OR REPAIR OWN EXPENSE ANY MODIFICATIONS TO ASSOCIATED SYSTEMS OR D INSTALL CONDUIT EXPANSION FITTINGS IN EACH CONDUIT RUN THE PARTICULAR LIVING UNIT SHALL SOUND. CONTRACT. U _j w N Q ADDITIONAL COSTS ATTRIBUTED TO THIS SUBSTITUTION SHALL BE WHEREVER IT CROSSES AN EXPANSION JOINT AND WHEREVER THE D. MULTIPLE SMOKE DETECTORS SERVING THE SAME DWELLING UNIT C OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES AT THIS CONTRACTOR'S EXPENSE CONDUIT LENGTH EXCEEDS 200 FEET. SHALL BE INTERCONNECTED IN A MULTISTATION MODE FOR TANDEM RESISTANCE RATED WALLS,PARTITIONS,FLOORS,OR CEILINGS SHALL LU p INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN C. CONTRACTOR SHALL SUBMIT BID BASED ON SPECIFIED ITEMS AND E LAY OUT AND INSTALL ALL CONDUIT RUNS TO AVOID PROXIMITY TO ALARM SO THAT ALL ALARMS ARE INITIATED WHEN ANY DWELLING BE FIRE STOPPED USING APPROVED METHODS. DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD.THHISIS WORK SHALL SUPPLY AS AN ALTERNATE PRICE ANY SUBSTITUTIONS. STEAM AND HOT WATER PIPES.DO NOT RUN CONDUIT WITHIN THREE SMOKE DETECTOR IS IN ALARM MODE. D. PROVIDE DANGER LABELING AT ALL EQUIPMENT AND JUNCTION/PULL SHALL BE DONE AS DIRECTED BY THE OWNER.THIS GUARANTEE INCHES OF SUCH PIPES EXCEPT WHERE CROSSINGS ARE E CARBON MONOXIDE DETECTORS SHALL BE ELECTROMECHANICAL FUEL BOXES PER CODE. SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR,THE UNAVOIDABLE,THEN THE CONDUIT SHALL BE KEPT AT LEAST 1 INCH CELL TYPE 120VOLT WITH 9VDC BATTERY BACKUP SUITABLE FOR E. ALL LOAD CENTERS COVERS SHALL BE REPLACED AT THE COMPLETION CONTRACTOR WILL ASSUME RESPONSIBILITY AND PAY FOR ALL FROM THE COVERING OF THE PIPE CROSSING. SINGLE AND MULTIPLE STATION USE.THEY SHALL BE POWERED FROM A OF EACH DAYS WORK EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF PART 2-PRODUCTS/APPLICATION F UNLESS OTHERWISE INDICATED OR SPECIFIED,ALL WIRING SHALL BE LOCAL 120 VOLT BRANCH CIRCUIT.DETECTORS SHALL HAVE A BUILT IN F. MAINTAIN GROUND CONTINUITY THROUGHOUT ALL SYSTEMS. OTHER TRADES AFFECTED BY DEFECTS,REPAIRS OR INSTALLED CONCEALED IN CEILINGS,WALLS,SLABS,PIPE CHASES,AND TEST SWITCH.THE SOUNDER BASES SHALL PRODUCE A TEMPORAL G. FURNISH AND INSTALL WIRING FOR ADEQUATE LIGHT AND SMALL REPLACEMENTS IN EQUIPMENT SUPPLIED BY THIS CONTRACTOR 2.01 PANELBOARDS: FURRED SPACES WHENEVER POSSIBLE. PATTERN SOUND THAT SHALL MEET THE REQUIREMENTS OF THE STATE TOOLS POWER FOR THE PROJECT.THIS SHALL INCLUDE STRINGERS, 3.THIS CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE AND O A. .PANELBOARD BOX SHALL BE MADE OF SHEET STEEL"BENT-UP"OR G FEEDERS AND BRANCH CIRCUITRY ABOVE HUNG CEILING AND IN AND LOCALE BUILDING CODES.DETECTORS SHALL BE UL 2034 LISTED LAMPS,OUTLETS,BREAKERS,AND FUSING,AS IS NECESSARY. OPERATION OF ALL SYSTEMS UNTIL THE FINAL ACCEPTANCE OF RIVETED OR BOLTED TOGETHER WITH EXTERIOR ANGLE IRON FRAME PARTITIONS SHALL BE RUN IN ELECTRICAL METALLIC TUBING(EMT) AND INSTALLED PER MANUFACTURE'S INSTRUCTION. H. MOUNTING HEIGHTS:DISCONNECT SWITCHES OR ENCLOSED CB'S:9- THE WORK. BOX SHALL BE OF SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST UNLESS OTHERWISE NOTED.FINAL CONNECTIONS TO MOTORS,LIGHT F IN THE EVENT OF CARBON MONOXIDE DETECTION ALL DETECTORS TO HANDLE.PANELBOARDS:6-TO MCB OR TOP CIRCUIT BREAKER(IF F. DEFINITIONS: 5-3/4"IN WIDTH ENTIRELY SURROUNDING EACH SECTION OF BOARD. FIXTURES,ETC.MAY BE DONE WITH FLEXIBLE METALLIC CONDUIT(NO SERVING THE PARTICULAR LIVING UNIT SHALL SOUND. NO MCB)TRANSFORMERS:(WHERE HUNG)-AS CLOSE AS POSSIBLE TO i 1."ELECTRICAL CONTRACTOR","THIS CONTRACTOR"-THE PARTY OR INCREASE GUTTER SIZE TO ACCOMMODATE FEEDER SIZE. LONGER THAN SIX FEET). G MULTIPLE CARBON MONOXIDE DETECTORS SERVING THE SAME SLAB ABOVE BUT NO LESS THAN MANUFACTURERS CLEARANCE ° ^` PARTIES HAVE BEEN DULY AWARDED THE CONTRACT FOR AND PANELBOARDS SHALL BE SURFACE OR FLUSH TYPE AS NOTED ON THE H ALL CONDUIT IN MECHANICAL ROOMS,ELECTRICAL CLOSETS SHALL BE DWELLING UNIT SHALL BE INTERCONNECTED IN A MULTISTATION MODE REQUIREMENTS. = W ARE THEREBY MADE RESPONSIBLE FOR THE ELECTRICAL WORK 7 AS DESCRIBED HEREIN. DRAWINGS.PANEL BOX AND COVER SHALL BE GIVEN TWO COATS OF EMT AND WHERE CONCEALED IN CONCRETE SHALL BE RIGID THREADED FOR TANDEM ALARM SO THAT ALL ALARMS ARE INITIATED WHEN ANY I. PROVIDE SEISMIC RESTRAINTS FOR ALL EQUIPMENT,INCLUDING ALL L GRAY ENAMEL PAINT. REGARDLESS OF SIZE. DWELLING CARBON MONOXIDE DETECTOR IS IN ALARM MODE. STRUCTURAL STEEL MEMBERS,INSERTS,ANCHORS,WIRES AND THE 2. THIS CONTRACT',"THE CONTRACT"-THE AGREEMENT COVERING g THE WORK TO BE PERFORMED BY THIS CONTRACTOR". B. PROVIDE CODE GAUGE STEEL DOORS FOR ALL PANELBOARD BOXES I ELECTRIC METALLIC TUBING SHALL BE INDUSTRY STANDARD THIN WALL REQUIRED ASSEMBLY THEREOF.ALL SEISMIC RESTRAINTS SHALL BE o _ FRONT COVER SHALL BE A"DOOR WITHIN A DOOR"TYPE.THE OUTER CONDUIT,EMT SHALL BE HOT DIPPED GALVANIZED STEEL ONLY.IT DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ALL LOCAL 0 N "ACCEPTABLE","EQUIVALENT"-ACCEPTABLE FOR USE ON THE DOOR(TRIM)SHALL ALLOW ACCESS TO ENTIRE PANELBOARD BOX SHALL NOT BE LESS THAN 314"TRADE SIZE UNLESS OTHERWISE NOTED 2 10 PULLBOXES,JUNCTION BOXES AND OUTLET BOXES: CODES AND ORDINANCES HAVING JURISDICTION. : INCLUDING GUTTER SPACES.OUTER DOOR(TRIM)SHALL BE ATTACHED IT SHALL BE USED FOR TRADE SIZE UP TO 4"UNLESS OTHERWISE A PULLBOXES,JUNCTION BOXES AND OUTLET BOXES SHALL BE J PROVIDE LABELING AT EACH OUTLET,DISCONNECT SWITCH,AND HARD PROJECT,AS DETERMINED BY THE ENGINEER BASED ON O DOCUMENTS PRESENTED FOR SUCH DETERMINATION. DIRECTLY TO BOX BY A FULL LENGTH PIANO HINGE.THE INNER DOOR NOTED. MANUFACTURED FROM GALVANIZED INDUSTRY STANDARD GAUGE WIRED EQUIPMENT INDICATING PANEL NUMBER AND CIRCUIT NUMBER L 4."THESE SPECIFICATIONS",`THIS SECTION,PART,DIVISION"(OF THE SHALL ALLOW ACCESS TO CIRCUIT BREAKERS ONLY.PROVIDE LOCK J FLEXIBLE METALLIC CONDUIT SHALL BE OF THE GROUNDING TYPE IT SHEET STEEL. USE"BROTHER P-TOUCH"OR SIMILAR. Ic AND KEY FOR INNER DOOR. SHALL CONSIST OF GALVANIZED STEEL TAPE FORMED INTO AN B PROVIDE PULL BOXES AND JUNCTION BOXES IN LONG STRAIGHT RUNS SPECIFICATION)-THE DOCUMENT SPECIFYING THE WORK TO BE x C. PANEL BUS BARS SHALL BE COPPER PROPORTIONED FOR A CURRENT INDUSTRY STANDARD INTERLOCKING COIL.IT SHALL NOT BE LESS OF RACEWAY TO ASSURE THAT CABLES ARE NOT DAMAGED WHEN PERFORMED BY"THIS CONTRACTOR". W LO 5."THE ELECTRICAL VWRK","THIS WORK",-ALL LABOR MATERIALS DENSITY OF 1000 AMPERES PER SQUARE INCH OF CROSS-SECTIONAL THAN 3/4"TRADE SIZE UNLESS OTHERWISE NOTED. THEY ARE PULLED,TO FULFILL REQUIREMENTS AS TO THE NUMBER OF EQUIPMENT,APPARATUS,CONTROLS,ACCESSORIES,AND OTHER AREA.PROVIDE A COPPER GROUND BAR IN EACH PANEL.PROVIDE AN K RIGID METAL CONDUIT SHALL BE INDUSTRY STANDARD STEEL CONDUIT BENDS PERMITTED IN RACEWAY BETWEEN CABLE ACCESS POINTS,THE N IT ISOLATED GROUND BAR IN PANELS AS INDICATED ON PANEL IT SHALL NOT BE LESS THAN 3/4"TRADE SIZE UNLESS OTHERWISE ACCESSIBILITY OF CABLE JOINTS AND SPLICES,AND THE APPLICATION ITEMS REQUIRED FOR A PROPER AND COMPLETE INSTALLATION THE ELECTRICAL CONTRACTOR. SCHEDULES. NOTED.RIGID METAL CONDUIT SHALL BE HOT DIPPED GALVANIZED IT OF CABLE SUPPORTS. 0111 BY D. A TYPEWRITTEN LIST OF CIRCUITS SHOWING CLEARLY THE LOADS SHALL NOT BE USED FOR TRADE SIZE GREATER THAN 4"UNLESS C PULLBOXES AND JUNCTION BOXES SHALL BE SIZED SO THAT THE !o N 6"ARCHITET"C ,"ENGINEER","OWNERS REPRESENTATIVE"-THE o PARTY OR PARTIES RESPONSIBLE FOR INTERPRETING, SUPPLIED BY EACH CIRCUIT SHALL BE INSTALLED ON THE INSIDE OF OTHERWISE NOTED. MINIMUM BENDING RADIUS CRITERIA SPECIFIED FOR THE WIRES AND ACCEPTING AND OTHERWISE RULING ON THE PERFORMANCE EACH PANELBOARD DOOR.THIS LIST SHALL BE MOUNTED IN A STEEL L THREADED FITTINGS SHALL BE USED WITH RIGID CONDUIT. CABLE ARE MAINTAINED. r FRAME UNDER A PLASTIC WINDOW.EACH PANEL SHALL BE COMPRESSION FITTINGS SHALL BE USED WITH EMT UP TO 1 12"AND D SWITCH RECEPTACLE AND WALL OUTLET BOXES SHALL BE A NOMINAL 4 x UNDER THIS CONTRACT EXTERNALLY TAGGED WITH PERMANENT LAMACOID PLATE INDICATING SET SCREW 2"AND LARGER.. INCH SQUARE,1 1/2INCH OR 21/8 INCH DEEP AS REQUIRED BY CODE 7."FURNISH"-PURCHASE AND DELIVER TO THE PROJECT SITE J COMPLETE WITH EVERY NECESSARY APPURTENANCE AND PANEL IDENTIFICATION AND VOLTAGE. M EMPTY CONDUIT FOR NEW COMMUNICATION AND DATA OUTLETS IN WITH A RAISED COVER,UNLESS OTHERWISE INDICATED ON THE SUPPORT,ALL AS PART OF THE ELECTRICAL WORK E. PHASE LEGS OF ALL PANELS SHALL BE BALANCED AT SUPPLY POINT PARTITIONS SHALL BE 1"THIN WALL RUN CONCEALED IN WALLS, DRAWING.PROVIDE 3/8 INCH FIXTURE STUD AS REQUIRED.GANGED ANY PANEL FOUND WITH UNBALANCED LOADS SHALL HAVE ITS TERMINATED AND BUSHED 6"INTO ACCESSIBLE HUNG CEILING AND OUTLET BOXES SHALL BE SUFFICIENT LENGTH TO SUIT CONDITIONS g VJ 8."INSTALL"-UNLOAD AT THE DELIVERY POINT AT THE SITE AND N PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE CIRCUITS RE-ARRANGED AS REQUIRED TO BALANCE PHASE LEGS DIRECTED TOWARDS PARTICULAR COMMUNICATION/DATA ROOM OR E LIGHTING FIXTURE BOXES SHALL BE 41NCH OCTAGON WITH 3/8 INCH O MOUNTING INSTALLATION AND CORRECT OPERATION AT THE WITHIN 10%. CLOSET. ELECTRIFIED FURNITURE SHALL RECEIVE 1 1/4"CONDUIT. FIXTURE STUD.FOR SUSPENDED CEILING WORK PROVIDE A 4 INCH 4 PROPER LOCATION IN THE PROJECT,ALL AS PART OF THE PROVIDE PULLSTRING IN EACH CONDUIT. OCTAGON BOX WITH REMOVABLE BACKPLATE WHERE REQUIRED. ELECTRICAL WORK N ALL METAL CONDUIT TERMINATING IN A METAL ENCLOSURE SHALL F INCLUDE ALL REQUIRED JUNCTION/PULL BOXES AND OUTLET BOXES 9."PROVIDE"-"FURNISH"AND"INSTALL". HAVE AN INSULATED BUSHING.PROVIDE"GROUNDING"TYPE BUSHING REGARDLESS OF INDICATIONS ON THE DRAWINGS(WHICH DUE TO S-O 10."NEW"-MANUFACTURED WITHIN THE PAST TWO YEARS AND WHERE REQUIRED. SYMBOLIC METHODS OF NOTATION,MAY NOT SHOW ALL THAT ARE NEVER BEFORE USED ACTUALLY REQUIRED). 2.06 WIRE AND CABLE: G WHERE BOXES HAVE ANY SINGLE HORIZONTAL DIMENSION LARGER 8 1.02 SCOPE OF WORK A METAL CLAD(TYPE MC)FOR CONCEALED BRANCH CIRCUITRY MAYBE THAN 36",THEY SHALL BE FITTED WITH CABLE SUPPORT RACKS USED WHEN WRITTEN APPROVAL IS GIVEN TO THE CONTRACTOR FROM CONSISTING OF 3/4"DIAMETER STEEL PIPES WITH FLANGED ENDS A. PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND CONTRACTOR'S THE BUILDING OWNER.IT SHALL ONLY BE INSTALLED WHERE BOLTED TO THE SIDES OR FRAME OF THE PULL BOXES.EACH PIPE SERVICES NECESSARY FOR COMPLETE,SAFE INSTALLATION OF ALL PERMITTED BY CODE AND ACCEPTED BY THE AHJ. SUPPORT SHALL BE FITTED WITH A CONTINUOUS FIBER INSULATING $ ELECTRICAL WORK IN FULL CONFORMITY WITH REQUIREMENTS OF B ALL CONDUCTORS SHALL BE SOFT 98%MINIMUM CONDUCTIVITY SLEEVE.THE PIPE SUPPORTS SHALL BE ARRANGED IN TIERS NATIONAL ELECTRIC CODE AND APPLICABLE STATE BUILDING CODES PROPERLY REFINED COPPER,TYPE THHNnWM INSULATED.ALL CORRESPONDING TO THE CABLES ENTERING AND LEAVING THE BOX. o AND OF ALL AUTHORITIES HAVING JURISDICTION.THE SCOPE OF CONDUCTORS SHALL HAVE 600 VOLT RATED INSULATION UNLESS SUFFICIENT PIPE SUPPORT RACKS WILL BE INCLUDED WITH THE PULL z WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: OTHERWISE NOTED. BOX SO THAT NO CABLE SHALL REMAIN UNSUPPORTED FOR A 1.INSTALLATION OF LIGHT FIXTURES AND LAMPS. C THE MINIMUM WIRE SIZE FOR BRANCH CIRCUITS SHALL BE NO.12 AWG HORIZONTAL DISTANCE GREATER THAN 36".IN NO CASE SHALL CABLE 2.INSTALLATION OF WALL SWITCHES,RECEPTACLES,VOICE/DATA REFER TO DRAWING NOTES FOR ADDITIONAL REQUIREMENTS. SUPPORT PIPE RACKS BE MOUNTED SO THAT THEY INTERFERE WITH CD OUTLETS,ETC. D RECESSED LIGHTING FIXTURES FOR HUNG CEILING APPLICATIONS THE REMOVAL OF SCREW COVERS. 3.INSTALLATION OF NEW RACEWAY AND CONDUCTORS FOR SHALL BE SUPPLIED WITH TYPE THHN INSULATED WIRE IN FLEXIBLE H. PULUJUNCTION BOX BARRIERS SHALL BE PROVIDED FOR SYSTEMS AS LIGHTING AND POWER. METALLIC CONDUIT,IN LENGTH NOT TO EXCEED 6 FEET FROM FOLLOWS: 4.CUTTING,CHANNELING AND CHASING REQUIRED TO ADJACENT JUNCTION BOXES. 1.BETWEEN NORMAL AND EMERGENCY WIRING. ACCOMMODATE THE ELECTRICAL INSTALLATION AND ROUGH E CONNECTION TO RECESSED CEILING FIXTURES SUPPLIED WITH I. BARRIERS IN JUNCTION AND PULL BOXES SHALL BE OF CONDUCTIVE R.W.Sullivan Engineering PATCHING. PIGTAILS SHALL BE ARRANGED SO THAT UP TO FOUR SUCH FIXTURES MATERIAL OF ADEQUATE THICKNESS FOR MECHANICAL STRENGTH BUT NEPIFPErgme".Code.Cm-mb*q 5.INSTALLATION OF MECHANICAL POWER WIRING AND FINAL MAY BE CONNECTED INTO A SINGLE OUTLET BOX.NO FIXTURE SHALL IN NO CASE LESS THAN 1/8".EACH BARRIER SHALL HAVE AN ANGLE R1e�eJ� w"�•$17ei� CONNECTIONS TO MECHANICAL EQUIPMENT. BE SUPPLIED FROM AN OUTLET IN ANOTHER ROOM. IRON FRAMING SUPPORT ALL AROUND. Bt>slanSM5rJtseSsOtt29 tt07 Proro(Stn$738?I7 tnwmttmmrn 6.INSTALLATION OF CONDUIT,JUNCTION BOXES,PULL BOXES,ETC F UNLESS SPECIFIED OTHERWISE,ALL WIRES#10 AWG AND SMALLER J. ALL EQUIPMENT,DEVICE BOXES,JUNCTION BOXES,PULLBOXES AND INSJOBI WOOD REQUIRED FOR THE AFOREMENTIONED EQUIPMENT. SHALL BE SOLID,CONDUCTORS#8 AWG AND LARGER SHALL BE OUTLET BOXES SHALL BE INSTALLED SO AS TO ALLOW ACCESS TO THE ° 7.TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. STRANDED. BOX.IF NECESSARY AND APPROVED BY ARCHITECT,PROVIDE ACCESS 0 2' 4' 8' 8.GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS G COLOR CODING SHALL BE BUILDING STANDARD.WHERE NO BUILDING DOOR OR COVERPLATES IN AREAS WHERE UNOBSTRUCTED ACCESS IS $ SPECIFIED. STANDARD EXISTS,FACTORY COLOR CODING SHALL BE AS FOLLOWS: NOT POSSIBLE. 9.TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. 1.120208 VOLT SYSTEM:PHASE W-BLACK,PHASE W-RED,PHASE c 10.GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS 0 a N ZZ W GJO c tti o >0 COS G W U Q D O 0in LU °t 0g U x �4 v U ^Z o U aa.lar �i W NOTE: FIRE PROTECTION SUBCONTRACTOR TO COORDINATE ALL SPR HEAD LOCATIONS W/ALL SURFACE SPR—� SPR- MOUNTED El� FIXTURES.SUBCONTRACTOR TOCOORDINATE W/ELECTRICAL SUBCONTRACTOR& GENERAL CONTRACTOR SPR UP �O Z C) Q CV REFER TO BASEMENT zO a H FLOOR PLAN O ON THIS U O 04 DRAWING FOR ,o.�.L.O.W � O b ADDITIONAL SCOPE OF O Cw—� REFER TO CIVIL ~ I I WORK S C DRAWINGS FOR Z a DOMESTIC WATER CONTINUATION LLW LJJ � U. SERVICE DOM T C WA MS 9 710E OLL- L.0 r— UP TO ABOVE GRADE BY SITE CONTRACTOR (n SPR UP (SHOWN FOR COORDINATION ONLY) 9= Q w U m J w w Q 0 � a LL FP SERVICE LOCKABLE O SHUTOFF VALVE APPROVED 2"DCVA BACKFLOW PREVENTER MINIMUM 30"AFF,PROVIDE AIR GAP. o ' Z N V � a -13 O a WATER FLOW N • ti SWITCH cou Lo I N 0. a � Q) N - Z i` Z O o OJ 0 O 4 O O O i m �j 3 • a 4 m j YI R.W.Sullivan Engineering Q BASEMENT FLOOR PLAN W/ WALKOUT 2 FINISHED BASEMENT FLOOR PLAN Aff/FP �Code.,�""t° r>b sa,�m CC�I.sty AIZ71 SL s�2D3 x SCALE:1/4"=1'-0' SCALE:I/4"=I'-0" Ptmc(617}5m2i1 rwn5uirmmm a RWS JOB 1 1601MA Ese 0 2' 4' 8' 0 e a h ZZW mo E10 4A � U� O C G W U Q H otO p U s c'3 c W W C i W NOTE. FIRE PROTECTION SUBCONTRACTOR 1"SPR DN SPR TYPICAL TO COORDINATE ALL SPR HEAD co W/ALL SURFACE MOUNTED LIGHTING FIXTURES.FP Q` L SUBCONTRACTOR TO COORDINATE 1'SPR UP > rb W/ELECTRICAL SUBCONTRACTOR& TYPICAL W 04 GENERAL CONTRACTOR ro od V) � Z No J } U_ C N SPR DN Z cy- N OO Lu U- E Z v � a� •� o w 0 SPR DN ELECTRIC BELL i W (� LU V LL —' w 1► w u Q N 0 K a y 1"SPR UP 1"SPR DN % O TYPICAL y TYPICAL CONTRACTOR TO PROVIDE INSULATION ALL SPR PIPING IN UNHEATED GARAGE.FP W SUBCONTRACTOR TO COORDINATE W/G.C. Z c 'n TO MAKE ALL NECESSARY PROVISIONS TO V PROTECT PIPING FROM FREEZING 0 0 Lo r— N o � Q) N Z O J � N o O o fi v K O 4 O O i 2 SECOND FLOOR PLAN o FIRST FLOOR PLAN SCALE:1/4'=I'-0' SCALE:1/4"=I'-0' o 0 R.W.Sullivan Engineering 1�v1wE9.waa.c�.� s The S&ACNW.529 Man St.SuM 2 �B 021aJ.11m Plme(61>5mw WNWJWAIVWmm RWS JOBS 1600A0 3 0 2' 4' 8' n a 0 a I GENERAL ABBREVIATIONS GENERAL SYMBOLS DENOTES EQUIPMENT ABREV DESCRIPTION DIA DIAMETER KWH KILOWATT-HOURS) RL REFRIGERANT LIQUID Q REVISION NUMBER XX)C NOT REQUIRING DX DIRECT EXPANSION MAX MAXIMUM RPM REVOLUTIONS PER MINUTE ELECTRICAL INPUT r AC AIR CONDITIONING UNIT E EXISTING(BEFORE SYMBOL) MBH 1,000 BTU/HOUR RS REFRIGERANT SUCTION OT THERMOSTAT I ACCU AIR COOLED CONDENSING UNIT EA EXHAUST AIR MD MOTORIZED DAMPER S SUPPLY AIR DEVICE DENOTES EQUIPMENT ACD AUTOMATIC CONTROL DAMPER HUMIDISTAT(MOUNT 54" UNIT EHC ELECTRIC HEATING COIL MFG'R MANUFACTURER SA SUPPLY AIR O AFF) � ""— REQUIRING ELECTRICAL AD ACCESS DOOR EAT JENTERING AIR TEMPERATURE MIN MINIMUM STATIC PRESSURE(INCHES OF INPUT AHU AIR HANDLING UNIT EBB ELECTRIC BASE BOARD MTD MOUNTED SP WATER) SO SPEED SWITCH AFF ABOVE FINISHED FLOOR EC ELECTRICAL CONTRACTOR MTHW MEDIUM TEMPERATURE HOT WATER SS STAINLESS STEEL DENOTES EQUIPMENT AFR ABOVE FINISHED ROOF TEMP TEMPERATURE REMOTE SENSOR O Z Z'++ °' E o, AP ACCESS PANEL EF EXHAUST FAN NA NOT APPLICABLE X REQUIRING ELECTRICAL W oc CD u v ESP EXTERNAL STATIC PRESSURE NC NORMALLY CLOSED TSP TOTAL STATIC PRESSURE INPUT - O c a AUTOMATIC TEMPERATURE TYP TYPICAL CO CARBON DIOXIDE 'Ua Q �'o ATC CONTROL EUH ELECTRIC UNIT HEATER NIC NOT IN CONTRACT p ua V SENSOR � � BDD BACKDRAFT DAMPER FA FRESH AIR NO NORMALLY OPEN UC UNDERCUT O p 0 o O o BHP BRAKE HORSE POWER FF FINAL FILTER NOM NOMINAL UH UNIT HEATER SD SMOKE DETECTOR DENOTES HVAC V = FLA FULL LOAD AMPS NTS NOT TO SCALE LINO UNLESS NOTED OTHERWISE X DUCTWORK RISER BTUH BRITISH THERMAL UNITS PER HOUR CARBON MONOXIDE at ^Z V C CONTRACTOR FPM FEET PER MINUTE CA OUTSIDE AIR V VOLTS CO SENSOR Q CC COOLING COIL FPS FEET PER SECOND OBD OPPOSED BLADE DAMPER VD VOLUME DAMPER G NATURAL GAS OD OUTSIDE DIAMETER VTR VENTED THROUGH ROOF CONNECT TO EXISTING ® DENOTES CONTROL CD CONDENSATE DRAIN DEVICES GC GENERAL CONTRACTOR OED OPEN ENDED DUCT W WATTS CFM ICUBIC FEET PER MINUTE 'WBT WET BULB TEMPERATURE F ` GPM GALLONS PER MINUTE PC PLUMBING CONTRACTOR O EXTENT OF REMOVAL AIR DISTRIBUTION CM CONSTRUCTION MANAGER HP HORSE POWER OR HEAT PUMP PF PRE FILTER WH WALL HEATER DEVICE CO CLEAN OUT N ^ HEATING,VENTILATING&AIR POUNDS PER SQUARE INCH WMS WIRE MESH SCREEN f SUPPLY AIR ARROW xxx NECK SIZE �„VP COND CONDENSATE HVAC PSIA xxx FLOW RATE(CFM) A s CONDITIONING ABSOLUTE CP CONDENSATE PUMP ID INSIDE DIAMETER PSIG POUNDS PER SQUARE INCH GAUGE �, RETURN/EXHAUST AIR xxx (QUANTITY)TYPE D DRAIN ARROW �� I INDUCTION UNIT RA RETURN AIR �1 DBT IDRY BULB TEMP"F KW KILOWATT RH RELATIVE HUMIDITY UNDERCUT DOOR HIGH PRESSURE SIDE UC HI DIFF PRESSURE SENSOR � f � ��",.�t a �DL DOOR LOUVER 002" '"'—DESIGN PRESSURE LO DIFFERENTIAL(IN H2O) __LOW PRESSURE SIDES SHEETMETAL SYMBOLS DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE DOUBLE LINE SINGLE LINE ' p9 � SUPPLY AIR DUCT TURN RETURN AIR DUCT UP �� > 90'UP FLOOR ABOVE PENETRATING �—i VOLUME DAMPER qJrF '"�FLEXIBLE DUCT _____ DUCT W/1'ACOUSTICAL --- VD L VD SMOOTH RADIUS ELBOW } .., SUPPLY AIR DUCT TURN RETURN AIR DUCT COMBINATION FIRE AND LINER 90'DOWN DOWN&PENETRATING SMOKE DAMPER FLEXIBLE CONNECTION 90'BRANCH FLOOR BELOW 4FS LLL FSD TAKE-OFF VD DUCT UP J 9R0E RETURN AIR DUCT TURN PENETRATING FLOOR i$�� BACKDRAFT DAMPER RECT BREAK BJOR (RECT) I-��j ELBOW W/TURNING VANES a O ��--1 L BDD ( ) VERTICAL OFFSET UP OR VD LU CAI EXHAUST AIR DUCT q:BOD CONTINUATION(ROUND) DOWN(ARROW INDICATES 90'BRANCH W H RETURN AIR DUCT TURN I tip DIRECTION OF FLOW) (WHERE SMOOTH RADIUS TAKE-OFF _ 90 DOWN ~S D R BELOW RATING a—� FIRE DAMPER c`- D (ROUND) �{-{-►� ELBOWS CANNOT BE (RECT TO Z 06 N FD L ) ROUND) W TURN 90'EXHAUST UP DUCT ROUND DUCT TURN 90° q:Jw SMOKE DAMPER EQUIPMENG NT TO REMAINRK ND w L sp � VD VD W F AUTOMATIC CONTROL EXISTING DUCTWORK 90'BRANCH _j O E TURN 9 T AIR DUCT E7_ 1 i ROUND DUCT TURN 90° �� DAMPER(ELECTRIC OR M AND/OR EQUIP TO BE r—� DUCT REMOVED AND HOLE TRUNK TEE TAKE-OFF U Z TURN 90'DOWN DOWN ACD PNEUMATIC) qCp REMOVED CAPPED/BLANKED OFF (BELLMOUTH) Q J V SUPPLY AIR DUCT UP& ROUND DUCT UP& MOTORIZED J�� VD Z = � � ABOVE PENETRATING FLOOR �--� ABOVE PENETRATING FLOOR �� VMD DAMPER MD 5 I .L?CONCENTRIC REDUCER —{�-,� � 45'BRANCH z w Z 0 - I SUPPLY AIR DUCT DOWN TAKE-OFF &PENETRATING FLOOR HUMIDIFIER DUCT MOUNTED ECCENTRIC REDUCER a--D—j D_ Z (RECTANGULAR) VD Fx LU w ABOVE = HORIZONTAL OFFSET U /^ _ w RECTANGULAR TO j SQUARE BULLHEAD TEE VD w �J U Q ROUND TRANSITION W/TURNING VANES 45'BRANCH TAKE-OFF (ROUND) = � GENERALNOTES 14 THE HVAC CONTRACTOR SHALL FURNISH TO THE GENERAL AIR HANDLING UNIT SCHEDULE O CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING UNIT MIN.EXT. DX COOLING GAS HEATING ELECTRICAL DATA MAX (HVAC) 1 THE HEATING,VENTILATING AND AIR CONDITIONING( OF WALL,ROOF AND PARTITION OPENINGS FOR HVAC (ITEM SERVICE LOCATION TOTAL MIN OA S.P.ON. ENT.AIR OPER MANUFACTURER/MODEL REMARKS � CFM TOTAL SENS TEMP FAN WEIGHT NUMBER z WORK THIS INFORMATION SHALL BE FURNISHED IN A CFM WIG.) db/wb INPUT OUTPUT V PH HZ MCA MOCP d CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ALL PRE-EXISTING CONDITIONS AND WORK NECESSARY PRIOR TIMELY MANNER SUCH THAT CONSTRUCTION SCHEDULE IS (°F) MBH MBH RISE HP (LBS) TO SUBMISSION OF BID PRICE NOT JEOPARDIZED AC-1 UNIT C1 BASEMENT 1200 115 0.50 80/67 31.2 229 455 60 58 120 1 60 115 15 1/2 160 HEIL/N9MSE0601714A 1,3,4 = 7 AC-2 UNIT C1 ATTIC 800 115 0.50 80/67 220 1 159 682 60 59 120 1 60 115 15 1/2 160 HEIL/N9MSE0601714A 2,3,4 L 2 THE HVAC CONTRACTOR SHALL BE FAMILIAR WITH ALL 15 THE HVAC CONTRACTOR SHALL COORDINATE ANY CONTRACT DOCUMENTS FOR ALL TRADES AND PREMIUM WORK REQUIRED FOR THIS PROJECT WITH THE o v GENERAL CONTRACTOR 1.PROVIDE WITH MATCHING UPFLOW CASED COIL WITH COOLING CAPACITY LISTED ABOVE w O N COORDINATE WITH OTHER CONTRACTORS 2.PROVIDE WITH MATCHING HORIZONTAL CASED COIL WITH COOLING CAPACITY LISTED ABOVE. a- 16 THE HVAC CONTRACTOR SHALL COORDINATE WITH THE 3.PROVIDE WITH AUXILARY DRAIN PAN,SIDE RETURN FILTER RACK WALL MOUNTED THERMOSTAT,CONDENSATE NEUTRALIZER KIT AND CONCENTRIC ROOF VENT TERMINATION KIT 4 ° 3 DRAWINGS ARE DIAGRAMMATIC ONLY,FINAL ROUTING OF DUCTWORK,PIPING AND EQUIPMENT LOCATIONS SHALL GENERAL CONTRACTOR PHASING REQUIREMENTS OF THE 4.PROVIDE(2)1"CONDENSATE DRAINS FROM FURNACE AND COIL TO OPEN ENDED DRAIN OUTLET BY PLUMBING CONTRACTOR o >` a— BE DETERMINED IN THE FIELD.ADDITIONAL OFFSETS, PROJECT 1 ELBOWS,ETC.,SHALL BE PROVIDED AND INSTALLED 110� WITHOUT ADDITIONAL COST TO THE OWNER 17 THE CONTRACTOR SHALL COORDINATE THERMOSTAT FAN SCHEDULE LOCATIONS WITH ARCHITECTURAL FURNITURE PLANS MOTOR OPERATING MANUFACTURER/MODEL 4 ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED THERMOSTATS SHALL BE INSTALLED 48'ABOVE FINISHED ITEM LOCATION SERVICE CFM FAN RPM DRIVE S.P.ON.) (HP) V PH HZ WEIGHT(LBS) NUMBER REMARKS _ CV IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA FLOOR UNLESS OTHERWISE NOTED STANDARDS. EF-A SEE PLANS TOILET/KITCHEN 80 - DIRECT - 1 3 AMPS 120 1 60 15 PANASONIC/FV-08VKS2 1.2.3 �- SF-1 ATTIC KITCHEN MAKEUP AIR 500 2089 DIRECT 0 5 166 Watts 120 1 60 90 FANTECH/MUAS 650 3,4.5 c N 5 SUPPLY AND RETURN DUCT MAINS FROM AIR HANDLING w EQUIPMENT SHALL BE INTERNALLY LINED AS PER NOTES o SPECIFICATIONS A MINIMUM OF 15'4"FROM THE UNIT 1 INTEGRAL BACKDRAFT DAMPER UNLESS OTHERWISE NOTED ALL DUCTWORK DIMENSIONS 2 ON/OFF SWITCH BY ELECTRICAL CONTRACTOR J INDICATED ARE CLEAR INSIDE DIMENSIONS 3 PROVIDE WITH CONTROLLER,MOTORIZED DAMPER.FILTER CABINET W/PLEATED FILTER,FAN WITH EC MOTOR,DUCT SILENCER AND ALL OTHER COMPONENTS REQUIRED TO MAKE A g ^` COMPLETE SYSTEM VJ 6 VOLUME DAMPERS SHALL BE INSTALLED AT BRANCHES, 4 PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE IN DUCT HEATER m N SPLITS,AND TAKE-OFFS.ALL LOW PRESSURE SUPPLY, 5 INTERLOCK WITH OPERATION OF KITCHEN HOOD o O RETURN AND EXHAUST DUCTWORK o 7 ACCORDANCE ITHNFDETECTORS IN DUCT SYSTEMS IN ELECTRIC HEATER SCHEDULE AIR COOLED CONDENSING UNIT SCHEDULE �o ACCORDANCE WITH NFPA. MANUFACTURER/MODEL AMBIENT ELECTRICAL DATA o 8 THE HVAC CONTRACTOR SHALL COORDINATE ALL ITEM LOCATION SERVICE TYPE CFM KW V 0 HZ REMARKS NOMINAL REFRIGERANT OPERATING MANUFACTURER/MODEL NUMBER ITEM LOCATION SERVICE AIR TEMP REMARKS ELECTRICAL AND PLUMBING REQUIREMENTS WITH THE TONS TYPE WEIGHT(LBS) NUMBER ELECTRICAL AND PLUMBING CONTRACTORS WH-A SEE PLANS SEE PLANS WALL 65 15 208 1 60 QMARK/CWHA202 1,2 l°Fl V 0 HZ MCA MOCP SEER ACCU-1 GRADE AC-1 3 R-41 Oa 95 230 1 60 18.1 30 16 250 HEIL/NXA636GKA 1 9 THE HVAC CONTRACTOR SHALL FIELD MEASURE EXACT 1 PROVIDE WITH WALL MOUNTED THERMOSTAT AND LOCKING COVER. ACCU-2 GRADE AC-2 2 R-41Oa 95 230 1 60 17.7 30 16 200 HEIL/NXA624GKA 1 0 SIZES AND VERIFY ALL OPENINGS FOR SHAFTS AND 2 FURNISH WITH INTEGRAL DISCONNECT SWITCH LOUVERS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION. 1 PROVIDE WITH TXV KIT o 10 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR FINAL LOCATIONS OF DIFFUSERS,REGISTER,GRILLES. g THERMOSTATS,ETC AIR DISTRIBUTION DEVICE SCHEDULE ITEM SERVICE TYPE NECK SIZE FACE SIZE AIR PATTERN MATERIAL MANUFACTURER/ REMARKS • 11 THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL a INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE MODEL NUMBER HVAC WORK COMPLETE AND READY FOR OPERATION CD CEILING SUPPLY CEILING DIFFUSER SEE PLANS 12xl2 SEE PLANS STEEL PRICE/SCD 1,2,3,4 p CD-B CEILING SUPPLY CEILING DIFFUSER SEE PLANS SEE PLANS SEE PLANS STEEL PRICE/SMD 1,2,3,4 R.W.Sullivan Engineering B 12 ALL HVAC WORK SHALL BE IN ACCORDANCE WITH FD FLOOR SUPPLY FLOOR GRILLE SEE PLANS SEE PLANS 15'DEFLECTION ALUMINUM PRICE/LFG 4 � eemg Cam. 'g S APPLICABLE FEDERAL,STATE AND LOCAL CODES SR SIDEWALL SUPPLY DIFFUSER SEE PLANS SEE PLANS DOUBLE DEFLECTION STEEL PRICE/530 1.2.3.4 BoftMaua6ua bOM231107 CD RR CEILING RET/EXH SIDEWALL/CEILING SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE 1535 1,2,3 Phm(6M523-rM wwi*s*moan 13 ALL HVAC EQUIPMENT SHALL BE INSTALLED IN RMOBI 16MOO ACCORDANCE WITH THE MANUFACTURER'S ER/TG SIDEWALL RET/EXH REGISTER SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE/535 1,2,3 1. RECOMMENDATIONS REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR MOUNTING TYPE. 0 2' 4' 8' E 2.DEVICES IN SHEETROCK AND PLASTER CEILINGS SHALL BE SURFACE MOUNTED 3.DEVICES IN GRID CEILINGS SHALL BE LAY-IN TYPE UNLESS OTHERWISE NOTED. ° 4 OPPOSED BLADE DAMPER o 1/4'=1'-0' o e 0 h a LOW VELOCITY LOW VELOCITY LOW VELOCITY W W Z oc3 co o ELBOWS TRANSITIONS OFFSETS H v a u'IT N H > c P_ Cti Q ur 10'-0" m C gar c t p o 20'MAX. O o c W MIN APPROVED TYPE WEATHER CAP V = r R W 4'-0"MIN U z a`o PR=1-1/2W AIR FLOW VENT OPENING U Q s� LL ROOF ROOF FLASHING t� DIVERGING FLOW co 2 RADIUS ELBOW FULL RADIUS 0 H t WHERE POSSIBLE wa ' '•�' , (R=W) 'o. cr z�DOUBLE THICKNESS TURNING a VANES(SEE TURNING VANE 2"CLEARANCE VENTILATED THIMBLE DETAIL) 30 MAX. e 4.. \\ FLUE PIPE AIR FLOW 30'ELBOWS 45• MAX. NOTES �� r� A, CONTRACTION FLOW 1 INSTALLATION SHALL BE PER FLUE AND BOILER MANUFACTURER'S RECOMMENDATION AND UL LISTING �i0'� �� 2 INSTALLATION SHALL BE RATED FOR APPLICABLE WIND SPEED RECTANGULAR ELBOW RATING AS PER 780 CMR 160411 �� 6 LOW VELOCITY TRANSITION TAKEOFFS&ELBOWS NTS 3 KITCHEN EXHAUST THROUGH ROOF DETAIL NTS NO COMBUSTION CN ��GREENHECK GRAVITY INTAKE VENTILATOR ON 16'ROOF CURB VENT �AIR INLET CV NOTES CAP VI) } N ROOF 1 SECURING STRAP MUST BE FIELD Z I I Q N INSTALLED TO PREVENT MOVEMENT OF f-SEE FLOOR PLANS TERMINATION KIT IN SIDE WALL I I Q —� FOR CONTINUATION �� 2 PROVIDE 4 0 OPENING IN STRUCTURE CEILING ALL C4ETA SEAL AND CAULK ALL / FANTEC ADC-12' LOCATION OF FUTURE FOR 2"KIT,OR A 5"0 OPENING FOR 3"KIT. I I PENETRATION DUC WALL PENETRATIONS V MOTORIZED DAMPER FANTEC'EM-WX 10' TO BE SEALED SH Q V FANTEC'FGR-12HV' ELECTRIC DUCT HEATER "I, ,, WI FILTER CABINET W/FILTER WIRE TO ATTIC SPACE FOR WALL OR ROOF CAP WITH Z = F— N FANTEC'FG-12XL EC' FUTURE ELECTRIC DUCT HEATER INPUT/OUT PIPE BACKDRAFT DAMPER O Z 0 LENGTH ELBOWS \ INLINE FAN W/ECM FANTEC'LD-12'DUCT SILENCER PUT SIZE STRAP(FIELD I I 2'PR 2-1/2"DIAMETER 40/37 SUPPLIED)SEE I I VENT PIPE REFER TO w ATTIC SPACE NOTE 1 I I TABLES 1&2 J 60/55 I I U Q 80l75 2" 45' 4 3"OR 4"DIAMETER AIR L N 100/95 INLET PIPE REFER TO 24V CONTROL WIRING 60/55 TABLES 1&2 "Y"CONCENTRIC BY MECHANICAL CONTRACTOR TO KITCHEN EXHAUST HOOD BLOWER 80l75 INTERIOR PARTITION WALL (TYP) 100/95 3" 70' S �FITTING 120/112 EXTERIOR WALL 40/37 3" 45' 4 FANTEC'FMAC' 140/130 DRYER VENT DUCT L WALL MOUNTED CONTINUOUS TO EXTERIOR = O CONTROLLER OVERALL AIR INLET DRYER BOX ELBOW(FIELD INTAKENENT INTAKE PIPE �� MODEL ASSEMBLED PIPE NOM PIPE SIZE OUTSIDE DIA /Z LENGTH LENGTH SUPPLIED) UNFINISHED UTILITY BASEMENT 1CT0302 2" 41" 3-1/2" 27-1/4" ^` 1CT0303 3" 47" 4-12" 31-7/8" VJ VENT COMBUSTION c Z AIR � ' V . � 8 KITCHEN MAKEUP AIR SYSTEM NTS 5 TERMINATION DETAILS FOR CONCENTRIC VENT NTS 2 TYPICAL DRYER DUCT INSTALLATION NTS 4.1 0 N 0 O HANGING RODS W/VIBRATION ISOLATORS TABLE 1 TABLE 2 NOTES (%"DEFLECTION SPRING TYPE)SUSPENDED FROM EXTENSION FOR WRAPPED W Lo I STRUCTURE STRUCTURE(REFER TO SPEC.) DUCT DUCT 1 GAS FURNACE ZONE DAMPERS,REMOTE U N DAMPER 2"PVC VENTS REFER TO � TERMINATE PVC COMBUSTION AIR INAKE&FLUE MATERIAL STIFFENING SENSORS AND THERMOSTAT VENT THROUGH THE ROOF 518 HANGER ROD UP THROUGH ROOF WITH MANUFACTURER'S TO MATCH SHALL BE PART OF ONE DETAIL FOR INSULATION 01 CONCENTRIC VENT KIT DUCT COMPLETE SYSTEM SYSTEM N MATERIAL SHALL BE THE TRANE c: a- SPRING TYPE REFRIGERANT LINES SIZED PER COMFORT SYSTEM VIBRATION MANUFACTURER'S 2 REFER TO MANUFACTURERS Z ISOLATOR(TYP) INSTALLATION INSTRUCTIONS DUCT DEP INSTALLATION MANUAL FOR � J COOLING COIL I ANY SPECIFIC LINED o OUTDOOR ENCLOSURE THIS INSTALLATION. `I REQUIREMENTS UNIQUE TO Q� AIR VD FILTER LINED SUPPLY "'111�� (n DUCTWORK __ AIR DUCTWORK WING NUT&ARM(TYP) TWO BLADE DAMPER DUCT SIDE ELEVATION 3 MAINTAIN ACCESSIBILITY o O / % ROUND DAMPER ARRANGEMENT FOR ALL SERVICEABLE w PARTS VALVES AND AIR \\ / 3/8"QUADRANT 1/2"QUADRANT DUCT CONNECTION POINTS o RETURN AIR / HANDLER \\ SUPPLY DUCT 4 RUN 1"DRAIN FROM DRAIN AT LOW POINT OF AIR FURNACE 3/8"0 ROD PIN ENDED DRAIN FLUE TO FLOOR DRAIN IN TO OPEN FURNACE w LINED RETURN RUBBER AND SHEAR 3/8"0 ROD PIN o o MECHANICAL CLOSET OPEN AIR DUCTWORK SEE NOTE 1 CONDENSATE TYPE VIBRATION DRAIN ENDED DRAIN BY PLUMBING o FLEXIBLE CONNECTION ISOLATORS(TYP) CONTRACTOR oo (TYPICAL) UPFLOW GAS FIRED i 1/ ALL AROUND ALL AROU:ND OUTSIDE END RETURN DUCT o ATTIC FLOOR 22 GA BLADE 16 BLADE BEARING FURNACE,HIGH EFFICIENCY WITH 1"LINER 0 RECTANGULAR RECTANGULAR DAMPER DAMPER FOR DUCTS FOR DUCTS 19"TO 48"x12' PLENUM NOTES: NOTES UP TO 18"x12" 2 1.AUXILIARY DRAIN PAN WITH FLOAT SWITCH INSIDE END INTERLOCK FLOAT SWITCH WITH AIR HANDLER 1 FOR DUCTS OVER 12"HIGH USE MULTIPLE BLADES BEARING INSTALL FLOAT SWITCH IN ONE CORNER OF PAN 2 ALL BRANCH DUCTS(SUPPLY,RETURN&EXHAUST)SHALL HAVE VOLUME FILTER RACK IN ACCESSIBLE LOCATION RUBBER VIBRATION ISOLATORS AND TILT PAN TO THAT CORNER. DAMPERS,INCLUDING RUNOUTS TO DIFFUSERS(MANDATORY) R.W.Sullivan Engineering a u�vs FP Ft�eemy.Caee.camrmanq g 7 INDOOR FURNACE(HORIZONTAL) NTS 4 VOLUME DAMPER(SINGLE BLADE) NTS 1 TYPICAL VERTICAL FURNACE NTS Tk*ftMaU Cala.mhU1 w1am5L51de2tKi Bohan Naaadtuu0s 021aHQI Phone(61n5YbW www;wsif mwn & RM JOB a 16016a00 vl 0 2' 4' 8' a va•=r-o• � 0 e a h EDGED ALUMINUM FINS WITH THERMAL EXPANSION VALVE,HOLDING CHARGE AND COPPER INSTRUMENTS SHALL BE LISTED IN THE FINAL AIR AND WATER BALANCE REPORTS HEREIN 1 GENERAL 2422 THE INSULATION SHALL BE APPLIED BY USE OF WELD PINS OR STICK CLIPS TUBE STUBS FOR FIELD PIPING 11 THE SCOPE OF WORK SHALL INCLUDE ALL LABOR,MATERIALS,TOOLS,EQUIPMENT, SUCH FASTENERS SHALL BE SPACED 3 INCHES FROM EACH CORNER OF THE 334 THE BALANCING CONTRACTOR SHALL ADJUST ALL AIR AND WATER FLOW TO THE HVAC TRANSPORTATION,HOISTING,RIGGING,INSURANCE,ETC,REQUIRED TO PERFORM THE WORK AS BOARD WITH INTERMEDIATE PINS SPACED NO MORE THAN 12 INCHES ON 2 610 NON-CORROSIVE STAINLESS STEEL OR POLYMER DRAIN PAN WITH%'NPT DRAIN EQUIPMENT TO QUANTITIES SPECIFIED ON THE DRAWINGS THE BALANCING CONTRACTOR CENTER PIN CAPS SHALL BE COVERED WITH A ROUND VAPOR SEAL PATCH CONNECTION SHALL INCLUDE ADJUSTMENT OF FAN AND/OR MOTOR SHEAVES AND PULLEYS AND SHALL INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE INSTALLATION PAY FOR THAT MATCHES THE JACKET ON THE ASJ BOARD ALL PERMITS AND FEES,AND OBTAIN ALL REQUIRED PERMITS. INCLUDE SHEAVE CHANGES IF NECESSARY TO OBTAIN DESIGN AIR FLOWS ALL VOLUME 2 611 20 GAUGE STEEL COIL CASING WITH BAKED ENAMEL FINISH AND FIBERGLASS INSULATION DAMPERS AIR TERMINAL DEVICES BALANCING VALVES ETC,SHALL BE ADJUSTED TO THE 12 MAKE ALL PROVISIONS FOR THE PROTECTION AND SAFETY OF ALL CONSTRUCTION EMPLOYEES AND 2423 DUCTS,PLENUMS AND EQUIPMENT HAVING SHARP BEND SHALL HAVE THE DESIGN FLOW QUANTITIES IN ACCORDANCE WITH ESTABLISHED PROCEDURES OF THE AIR ALL OTHER OCCUPANTS OF THE BUILDING AS THEY MAY BE AFFECTED BY THE CONSTRUCTION INSULATION SCORED AS REQUIRED TO CONFORM TO THE CURVED SURFACES BALANCE AGENCY(NEBB,AABC OR OTHER NATIONALLY RECOGNIZED TEST AND BALANCE PROCESS,INCLUDING BUT NOT LIMITED TO THE VENTILATION SYSTEMS,DUST CONTROL,NOISE TO PROVIDE A NEAT AND WORKMANLIKE APPEARANCE WHEN FINISHED 2 612 THE HVAC CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL AND INTERLOCKING AGENCY) CONTROL,ETC NECESSARY TO PERFORM THE SPECIFIED CONTROL SEQUENCE.ALL WIRING IS TO BE IN 2424 ALL INSULATION EDGES AND JOINTS SHALL BE SEALED WITH A FIRE ACCORDANCE WITH DIVISION 16 ALL RELAYS.TRANSFORMERS AND CONTROLS ARE TO BE IN 335 TEST FORMS USED BY BALANCING ENGINEERS AND TECHNICIANS SHALL BE SET UP TO Z Z u, d E a 1.3 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE NATIONAL,STATE AND LOCAL CODES AND RETARDANT VAPOR BARRIER ADHESIVE,REINFORCED WITH A VAPOR BARRIER ENCLOSURES INCLUDE THE JOB NAME AND ADDRESS,THE NAME OF THE BALANCING CONTRACTOR, �++ °C c Z o ORDINANCES,AND APPLICABLE OWNER STANDARDS AS INTERPRETED BY THE TAPE SIMILAR TO THAT OF THE BOARD FACING TAPE SHALL BE 3 TO 5 INCHES _ m c u c ARCHITECT/ENGINEER WIDE AS RECOMMENDED BY THE PARTICULAR MANUFACTURER OWNER,ARCHITECT AND ENGINEER,THE INSTRUMENTS USED TO PERFORM THE TEST EACH h Q- 2 z 27 COOLING COIL SHEET MUST ALSO IDENTIFY THE NAME OR NUMBER OF THE SYSTEM SERVING THE SPECIFIC G W U AIR DEVICES oC p W o f oID 0 14 PROVIDE ALL HANGERS AND SUPPORTS AS REQUIRED TO SUPPORT ALL NEW EQUIPMENT,PIPING, 2 4 2 5 THE ABOVE SPECIFIED INSULATION WILL BE USED IN ALL AREAS,AND IT IS 0 ~ o N AND DUCTWORK PROVIDE SHIELDS AND INSERTS TO PROTECT INSULATION AND EQUIPMENT ALL INTENDED THAT THE FINISH PRESENT A NEAT AND UNIFORM APPEARANCE AS 2 71 PROVIDE UNIT WITH MATCHING CASED"A'CONFIGURATION COOLING COIL FOR UPFLOW U s EQUIPMENT SHALL BE ISOLATED FROM THE BUILDING STRUCTURE BY MEANS OF NOISE AND TO COLOR AND WORKMANSHIP UNITS,"V'CONFIGURATION COOLING COIL FOR DOWNFLOW UNIT AND VERTICAL FLAT FACE 34 BALANCING REPORT ,z U VIBRATION ISOLATORS.PROVIDE SEISMIC SUPPORT WHERE REQUIRED DUCTS AND PIPING PASSING CONFIGURATION COOLING COIL FOR HORIZONTAL UNITS THROUGH WALLS AND FLOORS SHALL BE PROVIDED SLEEVES AND SHALL BE PROPERLY SMOKE AND 243 REFRIGERANT PIPING INSULATION 341 THE BALANCING CONTRACTOR SHALL PROVIDE FOUR AIR BALANCE REPORT ON NEBB OR FIRESTOPPED 272 PROVIDE A DIRECTION EXPANSION UP-FLOW OR HORIZONTAL COOLING COIL TO MATCH AABC STANDARD FORMAT.THE REPORT SHALL INCLUDE MANUFACTURERS FAN OR PUMP 15 ALL WORK UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER 2411 INSULATION MATERIAL SHALL BE A FLEXIBLE,CLOSED-CELL ELASTOMERIC SPECIFIED AND SCHEDULED CONDENSING UNITS AND FURNACES ALL EVAPORATOR COILS CURVES AND ALL PERTINENT EQUIPMENT DATA THE REPORT SHALL INCLUDE A TABULATION sNC COMPLETION DATE(DATE AS DETERMINED BY OWNER) INSULATION IN TUBULAR FORM INSULATION MATERIALS SHALL HAVE A SHALL BE THERMALLY INSULATED TO PREVENT SWEATING". OF AIR FLOW READINGS FOR ALL PRIMARY HVAC EQUIPMENT SERVING THE PROJECTe CLOSED-CELL STRUCTURE TO PREVENT MOISTURE FROM WICKING WHICH AREA(S).THE REPORT SHALL INCLUDE EQUIPMENT IDENTIFICATION DATA,DESIGN VALVES, 16 PREPARE&SUBMIT SHOP DRAWINGS FOR ALL PERTINENT HVAC EQUIPMENT ALL SHOP DRAWINGS MAKES IT AN EFFICIENT INSULATION INSULATION SHALL BE 1-1/2'THICK 273 UNIT SHALL BE EQUIPPED WITH FACTORY INSTALLED THERMAL EXPANSION VALVE AND ACTUAL READINGS OBTAINED IN THE FIELD AS FOLLOWS SHALL HAVE CLEARLY MARKED THE APPROPRIATE SPECIFICATION NUMBER,DRAWING DESIGNATION. �� Q� J' �`• PROJECT NAME,ETC.,FOR IDENTIFICATION OF THE SUBMITTAL.SHOP DRAWING DATA SHALL 3411 REGISTERS,GRILLES.&DIFFUSERS v INCLUDE,BUT NOT BE LIMITED TO,MANUFACTURER'S MODEL&CATALOG DATA,COMPLETE 2412 MATERIALS SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0 27 2 7 4 COIL SHALL BE FACTORY LEAK-TESTED DEHYDRATED SEALED AND SHIPPED WITH A BTU4N 34111 SIZE ./H-FT2-F AT A 75'F MEAN TEMPERATURE WHEN TESTED IN HOLDING CHARGE ®, �,.� • °k CONNECTION DIAGRAMS FOR ALL TRADES,DIMENSIONS,WEIGHTS,CAPACITIES.ETC . . ACCORDANCE WITH ASTM C 177 OR ASTM C 518.LATEST REVISIONS 34112 VELOCITY �� _ 17 IT IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR TO STUDY ALL CONTRACT DRAWINGS, MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR TRANSMISSION OF 0 08 PERM-INCHES WHEN TESTED IN ACCORDANCE WITH ASTM E 96,PROCEDURE A 2 7 5 CASING SHALL BE CONSTRUCTED OF PRE-PAINTED STEEL 34113 CFM(DESIGN&ACTUAL) SPECIFICATIONS,AND DETAILS SO THAT THE INSTALLATION OF ALL NEW WORK CAN BE FULLY LATEST REVISION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF LESS COORDINATED.THE HVAC CONTRACTOR SHALL VISIT THE SITE TO SATISFY HIMSELF THAT ALL THAN 25 AND A SMOKE-DEVELOPED INDEX OF LESS THAN 50 WHEN TESTED IN 3412 GAS FIRED FURNACES WITH DX COOLING y PROVISIONS HAVE BEEN MADE FOR ALL ASPECTS OF THIS PROJECT.IF DISCREPANCIES EXIST 276 PROVIDED A FIELD INSTALLED HORIZONTAL DRAIN PAN KIT FOR ALL HORIZONTAL UNITS BETWEEN THE DRAWINGS AND/OR SITE CONDITIONS,THE HVAC CONTRACTOR SHALL NOTIFY THE ACCORDANCE WITH ASTM E 84,LATEST REVISION. 34121 IDENTIFICATION&LOCATION ®' �4�t_'�' "0 t+•.' r a� ENGINEER PRIOR TO THE SIGNING OF CONTRACT ALL WORK SHALL BE PERFORMED WITHIN THE 277 COILS SHALL MEET OR EXCEED BURST PRESSURE OF 2100 PSI 34122 CFM �'� a,iZ OWNER'S ALLOCATED CONSTRUCTION PERIOD 2413 PROVIDE HANGERS,SHIELDS,SADDLES,SLEEVES,AND PRE-MOLDED FITTINGS 34123 EXTERNAL STATIC PRESSURE �� • s .J'i SO AS NOT TO CRUSH OR DAMAGE THE INSULATION OR ITS VAPOR BARRIER 34124 MINIMUM O A CFM COOLING " 1 8 ALL CUTTING,CORE DRILLING,ETC,REQUIRED FOR THE INSTALLATION OF THE NEW HVAC SYSTEMS 28 AIR COOLED CONDITIONING UNIT(ACCU) (COOLING) SHALL BE BY THE GENERAL CONTRACTOR,APPROVED BY THE OWNER PATCHING SHALL BE BY THE 34125 ENTERING AIR DRY BULB(COOLING) �� `��, +' GENERAL CONTRACTOR 2.41 4 ALL REFRIGERANT PIPING EXPOSED TO ELEMENTS SHALL BE PROVIDED WITH 2 34126 ENTERING AIR WET BULB(COOLING) COATS OF PROTECTIVE UV PAINT TO PREVENT DETERIORATION 281 PROVIDE OUTDOOR-MOUNTED,AIR-COOLED,SPLIT-SYSTEM AIR CONDITIONER UNIT SUITABLE > 19 HVAC WORK IS INDICATED DIAGRAMMATICALLY LOCATION OF DIFFUSERS,REGISTERS,GRILLES& FOR GROUND OR INSTALLATION AS MANUFACTURED BY YORK OR APPROVED EQUAL UNIT 341,27 LEAVING AIR DRY BULB(COOLING) T'STATS SHALL BE AS INDICATED ON THE ARCHITECT'S REFLECTED CEILING PLAN OR AS DIRECTED CONSISTS OF A HERMETIC COMPRESSOR,AN AIR-COOLED COIL,PROPELLER-TYPE )3 41 2 8 LEAVING AIR WET BULB(COOLING 2.5 INLINE FANS(SF-1) CONDENSER FAN,AND A CONTROL BOX UNIT WILL BE USED IN A REFRIGERATION CIRCUIT TO BY THE ARCHITECT 1N THE FIELD,AND SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT 34129 ENTERING AIR DRY BULB(HEATING) PRIOR TO CONSTRUCTION DIFFUSERS,REGISTERS AND GRILLES SHALL BE SELECTED TO MATCH MATCH UP TO THE COIL UNIT MOUNTED ON THE GAS-FIRED FURNACE THE TYPE OF CEILING CONSTRUCTION COORDINATE WITH ALL TRADES TO AVOID INTERFERENCE OF 251 DUCT MOUNTED SUPPLY FAN SHALL BE OF CENTRIFUGAL DIRECT DRIVEN IN-LINE TYPE WITH 341210 LEAVING AIR DRY BULB(HEATING) EQUIPMENT INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND REPLACEMENT OF EC MOTOR THE FAN HOUSING SHALL BE OF THE SQUARE DESIGN CONSTRUCTED OF HEAVY 341211 ELECTRICAL VOLTS INPUT(EACH PHASEXDESIGN&ACTUAL) EQUIPMENT PROVIDED GAUGE GALVANIZED STEEL AND SHALL INCLUDE SQUARE DUCT MOUNTING COLLARS 282 UNIT WILL BE RATED IN ACCORDANCE WITH THE LATEST EDITION OF ARI STANDARD 210 341212 ELECTRICAL AMPS EACH PHASE(DESIGN&ACTUAL) � 110 DUCTWORK&PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED.EXPOSED DUCTWORK. 283 CONDENSER COILS WILL BE LEAK FREE AND TESTED AT 250 PSIG AND PRESSURE TESTED AT 341213 FAN RPM Z C) PIPING,AND EQUIPMENT SHALL BE FINISHED AND ARRANGED FOR A NEAT APPEARANCE. 252 FAN CONSTRUCTION SHALL INCLUDE TWO REMOVABLE ACCESS PANELS LOCATED 450 PSIG N PERPENDICULAR TO THE MOTOR MOUNTING PANEL THE ACCESS PANELS MUST BE OF 342 THE ARCHITECTS,ENGINEER'S,AND OWNER'S DESIGNATED REPRESENTATIVES SHALL BE O SUFFICIENT SIZE TO PERMIT EASY ACCESS TO ALL INTERIOR COMPONENTS F- H 111 EACH SYSTEM,ITEM,AND PIECE OF EQUIPMENT SHALL BE IDENTIFIED BY PERMANTLY ATTACHED 284 UNIT SHALL BE CONSTRUCTED IN AN IS09001 APPROVED FACILITY NOTIFIED MINIMUM FIVE(5)DAYS IN ADVANCE OF PROCEEDING WITH BALANCING WORK TO Q NAMEPLATES AND LABELING ALL EQUIPMENT,DUCTWORK AND PIPING SYSTEMS SHALL BE ALLOW TIME FOR THE WITNESSING OF THE TESTING,BALANCING AND ADJUSTING (V PROVIDED IDENTIFICATION AND LABELING PER OSHA AND ANSI STANDARDS 253 THE FAN WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED,CONSTRUCTED OF ALUMINUM U_ i AND SHALL INCLUDE A WHEEL CONE CAREFULLY MATCHED TO THE INLET CONE FOR PRECISE 2135 UNIT SHALL HAVE SINGLE POINT ELECTRICAL CONNECTION 343 IT IS THE BALANCING CONTRACTOR'S RESPONSIBILITY TO BRING TO THE ATTENTION OF THE LL 112 WORK SHALL INCLUDE INSTALLATION AND VENTING OF NEW GAS FIRED FURNACES,INSTALLATION RUNNING TOLERANCES WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED MECHANICAL CONTRACTOR ANY DISCREPANCY OR SYSTEM LIMITATIONS WHICH WOULD -Q OF NEW DUCTWORK NEW REFRIGERANT PIPING,NEW AIR COOLED CONDENSING UNITS,NEW U 286 UNIT WILL BE EQUIPPED WITH A HIGH-PRESSURE SWITCH,LOW-PRESSURE SWITCH AND PREVENT THE SYSTEM FROM OPERATING AT ITS OPTIMUM EFFICIENCY OR DESIGN BATHROOM EXHAUST FANS,NEW KITCHEN MAKEUP AIR FAN ELECTRIC WALL HEATER,WALL W MOUNTER THERMOSTATS,INSTALLATION OF REGISTERS,GRILLES,DIFFUSERS,AND TESTING, 254 MOTORS SHALL BE HEAVY DUTY BALL BEARING TYPE,CAREFULLY MATCHED TO THE FAN FILTER DRYER CONDITIONS OR WHICH WOULD PREVENT PROPER BALANCING OF THE SYSTEM SUCH AS N Q) ADJUSTING,&BALANCING OF ALL INSTALLED SYSTEMS LOAD AND FURNISHED AT THE SPECIFIED VOLTAGE,PHASE AND ENCLOSURE MOTORS AND MISSING OR MALFUNCTIONING DAMPERS OR VALVES.THE INFORMATION PROVIDED SHALL U DRIVES SHALL BE MOUNTED OUT OF THE AIRSTREAM 2 8 7 UNIT SHALL COME EQUIPPED PRE-CHARGED WITH REFRIGERANT INCLUDE ALL PRIMARY EQUIPMENT CRITERIA SUCH AS THE MANUFACTURER'S FAN CURVES, (/) 113 ANY EQUIPMENT DAMAGED DURING THE PROGRESS OF THIS WORK WILL BE REPAIRED OR � N TOTAL AND EXTERNAL FAN PRESSURES,PRESSURE DROPS ACROSS ALL UNIT COMPONENTS U 2: Q Z REPLACED TO ITS ORIGINAL CONDITION TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST 255 PRECISION GROUND AND POLISHED FAN SHAFTS SHALL BE MOUNTED IN PERMANENTLY (COILS,FILTERS,DAMPERS ETC.),DESIGN AND OPERATING FAN SPEED,MOTOR RATED AND O Q TO THE OWNER SEALED,LUBRICATED PILLOW BLOCK BALL BEARINGS BEARINGS SHALL BE SELECTED FOR A 288 UNIT SHALL BE CAPABLE OF THE REQUIRED STAGING AND/OR UNLOADING TO ACCOMMODATE ACTUAL AMPERAGE DRAW,MOTOR HORSE POWER LIMITATIONS,FAN BELT AND SHEAVE THE VARYING ZONE CONTROLS OF THE INDOOR FAN SYSTEM DATA TO DETERMINE WHETHER THE FAN OUTPUT CAN BE ADJUSTED TO THE CURRENT = 2 MATERIALS AND EQUIPMENT MINIMUM(L10)LIFE IN EXCESS OF 100,000 HOURS AT MAXIMUM CATALOGED OPERATING REQUIREMENTS THE REPORT ALSO NEEDS TO INCLUDE WATER FLOW CRITERIA, U tii SPEED TEMPERATURE AND PRESSURE DROPS ACROSS ALL EQUIPMENT N Q I.— 21 SHEETMETAL 289 PROVIDE 2"CONCRETE BASE WITH NEOPRENE PAD 0 N 2.56 DRIVES SHALL BE SIZED FOR A MINIMUM OF 150%OF DRIVEN HORSEPOWER PULLEYS SHALL 344 THE BALANCING REPORT IS NOT INTENDED TO BE A TABULATION OF READINGS,BUT RATHER 211 ALL SUPPLY AIR DUCTWORK OF ALL TYPES SHALL CONFORM TO THE SPECIFICATIONS, BE OF THE FULLY MACHINED CAST IRON TYPE,KEYED AND SECURELY ATTACHED TO THE 2 810 THE UNIT SHALL BE PART OF A COMPLETE RESIDENTIAL HEATING AND COOLING SYSTEM AS A TOOL TO DOCUMENT PROPER ADJUSTMENT OF THE EQUIPMENT TO DELIVER DESIGN STANDARDS,DETAILS,AND RECOMMENDATIONS OF THE LATEST SMACNA MANUAL WHEEL AND MOTOR SHAFTS MANUFACTURED BY YORK OR APPROVED EQUAL PROVIDE ALL ACCESSORIES AS PERFORMANCE PROVIDE A COMPLETE AND WORKING BALANCING REPORT AS DEFINED BY DUCTWORK SHALL MEET THE REQUIREMENTS OF THE PRESSURE CLASS INDICATED IN THE RECOMMENDED BY THE MANUFACTURER FOR A COMPLETE AND SATISFACTORY SYSTEM THE REQUIREMENTS OF NEBB,AABC OR OTHER NATIONALLY RECOGNIZED TEST AND SMACNA"DUCT CONSTRUCTION STANDARDS"THE CONSTRUCTION PRESSURE CLASS FOR 257 A NEMA 1 DISCONNECT SWITCH SHALL BE PROVIDED AS STANDARD,EXCEPT WITH BALANCE AGENCY THE CONTRACTOR IS NOT ENTITLED TO ADDITIONAL COMPENSATION FOR DUCTWORK UPSTREAM OF VAV BOXES SHALL BE SMACNA 3"MIN STATIC PRESSURE CLASS EXPLOSION RESISTANT MOTORS,WHERE DISCONNECTS ARE OPTIONAL FACTORY WIRING 2 9 ATC BALANCING REPORTS AND ASSOCIATED WORK REQUIRED IN THE EVENT OF A BALANCING DUCTWORK DOWNSTREAM OF VAV BOXES SHALL BE LOW PRESSURE 2"MIN STATIC RATED REPORT NOT ACCEPTABLE TO THE ENGINEER NOR IS THE CONTRACTOR RELIEVED OF ALL SEAMS AND JOINTS SHALL BE CONSTRUCTED AND SEALED TO MINIMUM SMACNA SEAL SHALL BE PROVIDED FROM MOTOR TO THE HANDY BOX 3 RESPONSIBILITY TO COMPLETE BALANCING TO THE SATISFACTION OF THE ENGINEER AND CLASS"3' 291 PROVIDE COMPLETE AUTOMATIC CONTROLS FOR ALL HVAC EQUIPMENT AND SYSTEMS OWNER. 258 ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR BOTH SOUND AND AIR FURNISH ALL REQUIRED CONTROL DEVICES WHICH ARE NOT FACTORY FURNISHED WITH 22 FLEXIBLE DUCTWORK PERFORMANCE EQUIPMENT FOR FIELD INSTALLATION. 35 FINAL INSPECTION/PROJECT TURNOVER o 221 FLEXIBLE DUCTWORK SHALL BE EQUAL TO FLEXMASTER AND SHALL BE L LISTED AND CONSTRUCTED IN ACCORDANCE WITH NFPA FLEXIBLE DUCT RUNS SHALL NOT EXCEED 259 EACH FAN SHALL BEAR A PERMANENTLY AFFIXED MANUFACTURER'S NAMEPLATE 2 9 2 FURNISH AND INSTALL CENTRAL WRING,INCLUDING WIRING FROM PROGRAMMABLE IN LENGTH DUCTWORK SHALL BE SUPPORTED SO AS TO"SAG"LESS THAT 1/2"PER LINEARR = W A CONTAINING THE MODEL NUMBER AND INDIVIDUAL SERIAL NUMBER FOR FUTURE THERMOSTATS FOR EQUIPMENT,CONTROL WIRING FOR CONDENSING UNITS 351 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED AS INDICATED ON THE 7 DRAWINGS AND SPECIFIED HEREIN AND IS READY FOR FINAL INSPECTION,SUCH AN a L FOOT. IDENTIFICATION o INSPECTION SHALL BE MADE.AT THIS TIME,THE HVAC CONTRACTOR SHALL DEMONSTRATE E 293 INSTALL THERMOSTATS FURNISHED WITH ELECTRIC UNIT HEATERS AND PROVIDE CENTRAL THAT THE REQUIREMENTS OF THESE SPECIFICATIONS HAVE BEEN MET TO THE OWNER'S 23 DIFFUSERS,GRILLES,REGISTERS �L 2 510 FANS SHALL BE MODEL SQ-VG AS MANUFACTURED BY GREENHECK OR EQUAL WIRING SATISFACTION.THE CONTRACTOR SHALL PROVIDE EQUIPMENT PARTS LISTS,OPERATION& O N MAINTENANCE MANUALS TO THE OWNER BOUND NEATLY IN BINDERS. 231 FURNISH AND INSTALL ALL REGISTERS,GRILLES,AND DIFFUSERS INCLUDING DAMPERS, O FRAMES,AND OTHER ACCESSORIES TO PROVIDE A COMPLETE AIR DISTRIBUTION SYSTEM 26 GAS FIRED FURNACE WITH DX COOLING 294 FANS ALL DEVICES MUST BE COMPATIBLE WITH THE CEILING/WALL CONSTRUCTION INTO WHICH 352 THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SET OF CAD FILES,1 SET PDF FILES,AND THEY ARE TO BE INSTALLED-REFER TO ARCHITECTURAL DETAILS 261 PROVIDE A SEALED COMBUSTION,CONDENSING TYPE AGA CERTIFIED FOR USE WITH 2 9 41 EF-A SHALL BE MANUALLY STARTED,VIA WALL SWITCH 1 HARDCOPY MARKED"AS-BUILTS",THE CONTRACT DRAWING FILES MAYBE UTILIZED AS THE '� NATURAL GAS AS MANUFACTURED BY YORK OR APPROVED EQUAL.MINIMUM ANNUAL FUEL BASIS FOR THESE AS-BUILTS(WITH PERMISSION OF THE ARCHITECT).THE CONTRACTOR (D 232 ACCEPTABLE MANUFACTURERS ARE TITUS,TUTTLE AND BAILEY,METALAIRE,PRICE,OR 2942 SF-1 SHALL BE INTERLOCKED WITH OPERATION OF KITCHEN HOOD SHALL SIGN AND RETURN ENGINEER'S STANDARD CAD RELEASE AGREEMENT TO OBTAIN THE w / Lo KRUEGER SUPPLY GRILLES SHALL BE SIDEWALL SUPPLY REGISTERS SHALL BE DOUBLE UTILIZATION EFFICIENCY(A F U E)OF 92% ALL RATINGS ARE TO BE CERTIFIED BY GAMA CONTRACT DRAWING CAD FILES. E lJ IN ADJUSTABLE DEFLECTION TYPE WITH HORIZONTAL FRONT LOUVERS 3 EXECUTION 262 22 GAUGE STEEL CASING WITH BAKED ENAMEL FINISH OR PREPAINTED GALVANIZED STEEL 0111 233 RETURN/EXHAUST REGISTERS SHALL HAVE FIXED HORIZONTAL BLADES(45 DEGREE INSULATE CASING BACK AND SIDE PANELS WITH FOIL FACED FIBERGLASS INSULATION o (N DEFLECTION).REGISTERS IN LOCKER,SHOWER,LAUNDRY,OR OTHER"WET"AREAS SHALL BE 31 CLEANING ALUMINUM e— OR STAINLESS STEEL LOW WALL REGISTERS SHALL BE HEAVY GAUGE FOR RUGGED USE WIRE MESH SCREENS SHALL BE 3/4"SQUARE PATTERN WITH WIRE SECURED 263 CONSTRUCT PRIMARY HEAT EXCHANGER OF ALUMINIZED STEEL.CONSTRUCT SECONDARY TO FRAME HEAT EXCHANGER OF STAINLESS STEEL WITH ALUMINUM FINS OR OF POLYPROPYLENE 311 ALL DUCTWORK INSTALLED UNDER THIS CONTRACT SHALL BE WIPED CLEAN PRIOR TO J LAMINATED STEEL ALUMINIZED STEEL MULTIPORT IN-SHOT BURNER WITH HOT SURFACE OR INSTALLATION 24 DUCT INSULATION ELECTRONIC SPARK IGNITION,APPROVED FOR VERTICAL OR SIDEWALL VENTING o ^` 312 PROTECT ALL DUCTWORK OPEN ENDS WITH POLY WRAP 5 V/ a N 241 FACED FLEXIBLE FIBERGLASS INSULATION 264 AGA LISTED GAS CONTROLS INCLUDING MANUAL MAIN SHUT-OFF VALVE,DOUBLE AUTOMATIC O GAS VALVES FOR REDUNDANCY AND GAS PRESSURE REGULATOR. 32 TESTING 2411 FACED FLEXIBLE FIBER GLASS DUCT INSULATION SHALL BE EQUAL AND EQUIVALENT TO OWENS-CORNING FIBERGLAS FACED DUCT WRAP,SERIES ED 2,65 CENTRIFUGAL TYPE BLOWER FAN STATICALLY AND DYNAMICALLY BALANCED WITH VARIABLE 321 FURNISH ALL LABOR,MATERIAL.INSTRUMENTS SUPPLIES AND SERVICES AND BEAR ALL 100,FRK-25 HAVING AN APPROXIMATE DENSITY OF 1.0 LB/CU FT AND AN SPEED,DIRECT DRIVE OR BELT DRIVE FAN MOTOR.PROVIDE LOW ENERGY INDUCED DRAFT COSTS FOR THE ACCOMPLISHMENT OF THE TESTS HEREIN SPECIFIED CORRECT ALL APPROXIMATE THERMAL CONDUCTIVITY OF 0.30 AT 75'F. BLOWER FOR HEAT EXCHANGER PREPURGE AND COMBUSTION GAS VENTING DEFECTS APPEARING UNDER TEST AND REPEAT THE TESTS UNTIL NO DEFECTS ARE DISCLOSED.LEAVE THE EQUIPMENT CLEAN AND READY FOR USE PERFORM ALL TESTS 2412 INSULATION SHALL BE TIGHTLY WRAPPED ON THE DUCT WORK WITH ALL 266 PROVIDE UNIT WITH 2'THICK 30%EFFICIENT DISPOSABLE TYPE PANEL AIR FILTER AND FILTER OTHER THAN HEREIN SPECIFIED WHICH MAY BE REQUIRED BY LEGAL AUTHORITIES OR BY a CIRCUMFERENTIAL JOINTS BUTTED AND LONGITUDINAL JOINTS LAPED 2 HOLDING RACK WITH A MAXIMUM FILTER FACE VELOCITY OF 500 FPM. AGENCIES TO WHOSE REQUIREMENTS THIS WORK IS TO CONFORM INCHES AND STAPLED.ALL JOINTS SHALL BE SEALED WITH APPROVED x ADHESIVE.ADHERE INSULATION TO DUCTS WITH 4 INCH WIDE STRIPS OF AN APPROVED BONDING ADHESIVE,AT 18 INCHES ON CENTER ADDITIONALLY, 267 PROVIDE SOLID STATE INTEGRAL CONTROL UNIT WITH ALL NECESSARY CONTROLS AND 322 ALL EQUIPMENT AND DUCTWORK INSTALLED UNDER THIS CONTRACT SHALL BE TESTED AND SECURE INSULATION TO BOTTOM OF RECTANGULAR DUCTS OVER 24 INCHES RELAYS INCLUDING BUT NOT LIMITED TO FOUND TIGHT.INSULATED OR OTHERWISE CONCEALED EQUIPMENT SHALL BE TESTED & WIDE WITH WELD PINS OR STICKCLIPS AT NO MORE THAN 18 INCHES ON BEFORE BEING CLOSED IN.ALL LEAKING JOINTS SHALL BE CORRECTED,RE-TESTED AND CENTER ALTERNATIVE MEANS OF SECURING INSULATION TO DUCTS WILL BE 2671 PRESSURE SWITCH FOR AIRFLOW OF FLUE PRODUCTS THROUGH FURNACE FOUND TIGHT. PERMITTED,SUBJECT TO THE MANUFACTURER'S RECOMMENDATIONS AND THE AND OUT VENT SYSTEM ARCHITECT'S WRITTEN APPROVAL 3 3 TESTING.BALANCING,AND ADJUSTING 2672 ROLLOUT SWITCH WITH MANUAL RESET TO PREVENT OVERTEMPERATURE IN 8 • 2413 INSULATION SHALL BE BUTTED WITH FACING OVERLAPPING ALL JOINTS AT BURNER AREA o LEAST 2 INCHES AND SEALED WITH APPROVED FIRE RETARDANT VAPOR 2673 ELECTRIC FLAME SENSOR 331 THE HVAC CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT TEST AND BARRIER ADHESIVE.ALL BREAKS,PUNCTURES AND PIN PENETRATION IN 2674 BLOWER ACCESS SAFETY INTERLOCK BALANCE FIRM THAT SPECIALIZES IN TESTING AND BALANCING OF HVAC SYSTEMS FACING,SHALL BE SEALED WITH VAPOR BARRIER TAPE PER THE R.W.Sullivan Engineering P 2.6.7.5. TIMED BLOWER START AFTER MAIN BURNERS IGNITE. MEN FPtipeemg.Code Conmaamng $ MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. R*$dn erger 52NNanSt&bM x 2.6.7.6. FACTORY INSTALLED 24 VOLT TRANSFORMER FOR CONTROLS THERMOSTAT 332 BALANCE ALL SUPPLY,RETURN,AND EXHAUST AIR SYSTEMS SERVING THE PROJECT AREA AS INDICATED ON THE DRAWINGS ALL SYSTEMS SHALL BE BALANCED AND RECORDED PER NEBB we(61"523-ett'onZ3ttm - CD 2.6.7.7. LED'S TO INDICATE STATUS AND TO AID IN TROUBLESHOOTING. PAa+e(6t]►5758?27 rrn►n+air+r+.can 242 RIGID FIBERGLASS BOARD INSULATION STANDARDS r77RMJ0B# tctuseoo � 2421 RIGID FIBERGLASS BOARD INSULATION SHALL BE EQUAL TO OWENS-CORNING 2.6.8. PROVIDE EACH UNIT WITH PROGRAMMABLE 24/7 THERMOSTAT 0 2' 4' 8' FIBERGLAS 25 WITH ASJ HAVING AN APPROXIMATE DENSITY OF 4 2 LBS./CU FT 333 PROVIDE ALL MANPOWER AND TESTING INSTRUMENTS USED FOR BALANCING SYSTEMS ALL � INSTRUMENTS USED SHALL HAVE BEEN CALIBRATED WITHIN A PERIOD OF SIX(6)MONTHS o AND AN APPROXIMATE THERMAL CONDUCTIVITY OF 0.25 AT 75'F. 2.6.9 MINIMUM%i OD SEAMLESS COPPER TUBING MECHANICALLY BONDED TO HEAVY RIPPLE PRIOR TO BALANCING.SERIAL NUMBER AND DATES OF CALIBRATION OF ALL DRA o 1/4'=1'-0' u e a zzW wg E$ W 1 09 C3 co 010 4A N N U v Q P O W U a' O LY O W O t Q O O ° c" �a H U S c d 'O U r\Z `O U Q 7"0 UP TO OR ID GRILLE(TYP 6) T+�v � � 125 - (TYP 2) 07 Fc 'f TO NO r- T0 N REFER TO BASEMENT 6"0LU TO Z Z FLOOR PLAN(DON THIS C w J50 _ N DRAWING FOR ��' 6"0 Q � o ADDITIONAL SCOPE OF 6"0 BATH VENT UP co 0 WORK A U 0 Q I Z > LL \ 6"0 0 ^- Q- LU GAS FLUE/INTAKE UP U w w Q ~ TO w U i 7'0 FRESH AIR UP C 6"0 UP TO FLOOR O J 20x10 RETURN UP5��4 L GRILLE(TYP 2) J x 3^, RETURN MAIN BELOW CEILING W r � C C = Z SUPPLY MAIN BELOW CEILING c u r SUPPLY DUCTS UP TO TRUSS BAYS(TYP) 6"0 t v -�[ N 0 r c � a 0 o � a co Lo A � Ltd • a � F � N r— Tfd 9 J TO W N a 0 O p� U O KITCHEN MAKEUP AIR CONTROL PANEL BASEMENT FLOOR PLAN W/ WALKOUT 2 BASEMENT FLOOR PLAN I SCALE 1/4"=1'-0' SCALE 1/4"=1'-0' S R.W.Sullivan Engineering 2 MEN W Ern«mp.Code.Cmm®omg ma Same Cdta,529 Nan SL ama 2M Burma Namadmub COM107 Fkm(617)5D4W wwwrow1ran.cam r7-1RMJ08# 160=0 s y 0 2' 4' 8' u 0 e 0 h Z Z W d q E 0- LU 0 c w 0.o 40 NU V >O C O G W U Q F, O tYpW of 0, O --0 cQ g a m `v U Z 6 oc U Q THE HVAC CONTRACTOR SHALL FIELD COORDINATES EXACT LOCATION OF ACCU UNITS IN THE FIELD WITH THE ELECTRICAL CONTRACTOR AND GENERALF. CONTRACTOR TO ALLOW SUFFICIENT WORKING CLEARANCES FOR ELECTRICAL DISCONNECT SWITCHES AS REQUIRED PER CODE AND THE LOCAL AHJ , 3. V � z G, r• ,.; ® FR-104 ® CD-9x9 a� FR-10x6 150 170 • n 150 saw ��.�. �• _,,,,,� 10"EXHAUST DOWN TO KITCHEN HOOD VENTLESS GAS FIREPLACE �n (WITH INTEGRAL *c 40 0-✓ Lf S�� BLOWER BY OTHERS) 6"0 B a p y D&12x1 EF �+� 500 OF 4.% 6"ID A c... FR-10x6 150 ACC 00, 2 U ® CD�x6 Mg 25 Q 0 10x10 MAKEUP AIR 6"ID o ACC DUCT DOWN LOCATION OF FUTURE Z N 10"KITCHEN HOOD DUCT HEATER O } EXHAUST UP 1 10"0 BATH EXHAUST U Z 0 _ UP TO ROOF 8"ID ca9xs Q N >` 10x10 MUA UP 6„0 10"0 KITCHEN HOOD 175 - yH 1 EXHAUST DOWN& I e I --r I wx 015 CL O EXHAUST UP H e UP TO ROOF I 8"ID (j 8"0 BATH EXHAUST 6"0 DOWN Q FROM BELOW w O I N EF TO -1 DUCT SILENCER 6"ID LL O 7-0(115 CFM) FR-10x6 INLINE FAN Z U L� \ Q 150 FILTER CASSETTEVD 5F Q r— 4"0 DRYER MOTORIZED DAMPER EXHAUST ® UP TO ROOF N Q m7l w N FR-8x4 0 75 4"0 DRYER EXHAUST � ® GAS FLUElINTAKE DOWN DOWN TO WALL BOX GAS FLUEANTAKE DOWN 7"ID FRESH 7"0 FRESH %bid �- AIR DOWN 7"0 FRESH AIR DOWN FR 10 4 AIR DOWN MD Ac � — �— 0 RR 8x50 e GAS FLUE/INTAKE UP 1200 ® CD�6xs WX10 RETURN DOWN LOW ON WALL 12x12 FRESH AIR MD 75 00 6"0 FROM ABOVE CD-6x6 u e W 7"0(115 CFM) A � 7 TG-18x8 6"ID L o !n ASObE DOOR RR-16x16 so0 N 00 , CDC z (2)GAS FLUE/INTAKt 40 4 UP TO ROOF ° 8"ID 19 Lo N OK F. N z O CD-9x9 160 0 � N ® a O o � FR-10x6 E 125 ®(TYP 2) 0 i� 4 O O FIRST FLOOR PLAN 2 SECOND FLOOR PLAN SCALE:1/4'=1'-0" SCALE 1/4'=I-0. A m R.W.Sullivan Engineering a IR NEP7 w 6ngn«fq.Q*.c lee s*d cMe.sn Nan sL sate m z Boast Nasadmft 02120,1107 Bane(617)52MM wwwjwo&an.oan r7—]RmjoB# 160 ROO 0 2' 4' 8' ° 'o a z z lu 4)44 E LU 2,co 0,0 0 CN y't >0 c 01 -<& L3)— LU U O LU c o"i 40, 0 -m 0 c 5 a U U z P E7 I D tes ? q� y Ln Ila tk 07 tAx- No -�-10"O KITCHEN HOOD EXHAUST FROM BELOW. TERMINATE WTH ROOF CAP CD CN CL CN 0 0 C) \\-10"O BATH EXHAUST FROM BELOW. oo:� E TERMINATE WTH ROOF CAP u (D U < 0 > 0 Q: U -j V) < w I.- 4"0 DRYER VENT FROM BELOW. LU U < TERMINATE WTH ROOF CAP V) (2)GAS FLUE/INTAKE DOWN 0 O�TERMINATE WTH CONCENTRIC FITTING ® O � GREENHECK'FGI'GRAVITY--",-X INTAKE WITH WITH 16" ROOF CURB 12x1 2 MAKEUP AIR DUCT DOWN.(730 CFM) z 0 0 co Lo USN 0 F— a) (N c: Z o 0 O O O F7R.W.Sullivan Engineering R MEP1FP87wq.C4&.Cwmzw" RoS*dCater 5NN=SL&*2W Baft Masudmub CM29-1107 Phone(617)5M4W wwroWlyawn—]RM JOB 1 160"00 0 21 4' 81 GENERAL NOTES FIRE PROTECTION LEGEND SYMBOL ABBR. DESCRIPTION 1 THIS IS A PERFORMANCE SPECIFICATION IT REQUIRES PERFORMANCE OF DESIGN WORK PREPARATION AND SUBMISSION OF DRAWINGS,PROCUREMENT OF APPROVALS,AND PROVISION OF COMPLETE Spy SPR SPRINKLER PIPING FUNCTIONAL SYSTEM OF AUTOMATIC SPRINKLERS AS A RESULT,THIS SECTION SERVES DUAL PURPOSES OF PROVIDING SPECIFICATIONS AND INDICATING DESIGN CRITERIA FOR CONTRACTOR'S USE AND ri GUIDANCE IN PREPARING SPRINKLER DRAWINGS AND OTHER DOCUMENTATION FOR REVIEW DR DR DRAIN PIPING OPEN ATTIC CPVC SPRINKLER PIPE 2 CONTRACTOR SHALL REFER TO THE FIRE PROTECTION SPECIFICATIONS FOR THE FULL REQUIREMENTS da OSBY OUTSIDE SCREW&YOKE VALVE W/TAMPER SWITCH AREA BLANKET INSULATION TO R30 OF THIS SECTION. Z Z W a,o E FASTENED TO WALL STUDS ----------I PIPE CAP H O d M. 3 ALL EXPOSED SPRINKLER PIPING SHALL BE INSTALLED AS TIGHT TO FINISHED WALLS AND CEILING W) a' c SURFACES AS POSSIBLE PIPE CONTINUATION C W U � a, oeQ W 0t po 4 WHERE SPRINKLER HEADS ARE INSTALLED IN TILED CEILING,ALL HEADS SHALL BE LOCATED IN THE —� PIPE UP THRU SLAB OF FLOOR ABOVE O ~ 5 a CENTER OF THE TILE U c 33: a PIPE DOWN THRU FLOOR SHOWN eUe '�Z U 5 ALL SPRINKLER HEADS SHALL BE PIPED IN AN ARM-OVER FASHION FROM THE SPRINKLER MAIN OR Q BRANCH THAT SERVES THEM SEE SPRINKLER ARM OVER DETAIL. -----0 PIPE DROP OR RISE WALL OF HEATED SPACE 2x4 WALL STUDS 6 EACH INDIVIDUAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SETTING ALL SLEEVES VIF VERIFY IN FIELD CUT SOLE/PLATE AS REQUIRED TO THROUGH ALL FULL HEIGHT AND RATED PARTITIONS ANY CORE DRILLING REQUIRED BECAUSE OF INSULATION DAM AT SPRINKLER PIPE ALLOW HEAT TO RISE INTO WALL FAILURE TO DO THIS WORK WILL BEAT THIS CONTRACTOR'S EXPENSE IF PARTITIONS ARE AS REQUIRED TO CREATE WALL CAVITY CREATED BY INSULATION NTS NOT TO SCALE �, CAVITY SHEETROCKED OR TAPED AND SPACKLED PRIOR TO THE INDIVIDUAL CONTRACTOR INSTALLING SLEEVES -- REQUIRING THE WALLS TO BE CUT OPEN AND SLEEVES BE SET,THEN ALL REMEDIAL WORK NECESSARY ELECTRIC BELL ¢s'' � SIDEWALL SPRINKLER 3T TO REPAIR WALLS SHALL BE AT THIS CONTRACTOR'S EXPENSE r J � :�►• �� 9�� t 7 THE FIRE PROTECTION CONTRACTOR SHALL SLEEVE AND SMOKE/FIRE STOP ALL PENETRATIONS y REQUIRED FOR THE INSTALLATION OF THE SPRINKLER SYSTEM 8 SPRINKLER SUBCONTRACTOR SHALL VERIFY ALL SPECIFIED DESIGN CRITERIA WITH BUILDING OWNERS " INSURANCE PROVIDER AND INCORPORATE ANY COMMENTS INTO THEIR DOCUMENTS TO BE APPROVED rF-Y a CPVC SPRINKLER PIPE �' { EXTERIOR WALL 9 SPRINKLER SYSTEM SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH NFPA 13D(CURRENT SOLID BATT INSULATION TO R30 APPLICABLE EDITION)REQUIREMENTS AS THE MINIMUM. amazo 10 PROVIDE ADDITIONAL SPRINKLERS BELOW DUCTWORK,PIPING AND OTHER OBSTRUCTIONS,WHERE "�� ';;' i REQUIRED.IN ORDER TO ACHIEVE PROPER SPRINKLER COVERAGE AND DISCHARGE PATTERNS IN ACCORDANCE WITH NFPA 13D(CURRENT APPLICABLE EDITION) �j b, 11 SPRINKLER HEADS ARE SHOWN FOR COORDINATION PURPOSES WITH ARCHITECTURAL REFLECTED �.� U 7 � CEILING PLANS THIS CONTRACTOR SHALL ESTABLISH FOR HIMSELF,THE EXACT QUANTITY OF HEADS WALL OF HEATED SPACE 2x4 WALL STUDS REQUIRED FOR THIS PROJECT AND THE EXACT EXTENT OF WORK REQUIRED. •�� ?,_,` � ?,:' CUT SOLE/PLATE AS REQUIRED TO 12 ALL SPRINKLER HEAD TEMPERATURE RATINGS SHALL BE COORDINATED BY THE FIRE PROTECTION "6I � ,• ' INSULATION DAM AT SPRINKLER PIPE ALLOW HEAT TO RISE INTO WALL AS REQUIRED TO CREATE WALL CAVITY CREATED BY INSULATION SUBCONTRACTOR RELATIVE TO THE INTENDED USE OF EACH ROOM/AREA IN WHICH THE SPRINKLER CAVITY HEAD(S)ARE LOCATED LOOSE INSULATION TO R30 � 110 13 THE FIRE PROTECTION SUBCONTPACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT AND MOST HYDRAULIC DESIGN CRITERIA J SIDEWALL SPRINKLER HYDRAULICALLY REMOTE AREA OF EACH FLOOR IN WHICH TO LOCATE INSPECTOR'S TEST STATION AND REQUIRED DRAIN 'LLJ NO LU NOTE 14 SPRINKLERS IN WATER HEATER AND UNIT HEATER ROOM TO BE 212'(F)RATED. PROVIDE AUTOMATIC SPRINKLER SYSTEMS OVER ENTIRE FLOOR EXCEPT NONCOMBUSTIBLE V 0 NON-ACCESIBLE VERTICAL SHAFTS USED FOR PIPING,DUCTS,AND/OR ELECTRICAL EQUIPMENT LU N SPRINKLER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES SHALL BE PROTECTED TO MAINTAIN THE SYSTEM SHALL BE BASED ON NFPA STANDARDS AND ACCORDING TO THE FOLLOWING GENERAL J 06 EXPOSED PIPING RUN AT A MINIMUM TEMPERATURE OF 40 DEGREES BY THE USE OF PROPER THERMAL INSULATION GUIDELINES N THE GENERAL CONTRACTOR,INSULATION CONTRACTOR AND FIRE PROTECTION CONTRACTORS SHALL O LLJ COORDINATE TO IDENTIFY THE LOCATIONS REQUIRING INSULATION AND THE INSTALLATION OF SPRINKLER PIPING LOCATION DENSITY AND AREA AND INSULATION TO INSURE ALL CONDITIONS ARE MET INSULATING THE PIPE FROM THE COLD SIDE SHALL BE F-- F-- BASED ON MAINTAINING THE SPRINKLER WATER AT A MINIMUM OF 40 DEGREES F WHEN THE COLD AREA IS AT 0 0.10 GPM/FT2/OR DISCHARGE OF U O DEGREES F AND THE WARM HEATED AREA IS MAINTAINED AT 55 DEGREES F THIS CONTRACTOR SHALL BE RESIDENTIAL UNITS 4 HEADS WHICHEVER IS GREATER LU Z LLJ a) RESPONSIBLE FOR INSPECTING THE WORK OF EACH TRADE TO ASSURE THAT INSULATION TO PROTECT SPRINKLER PER NFPA 13 F— J Z PIPING FROM FREEZING IS PROPERLY INSTALLED WITH OTHER TRADES Z 0 < O IN AREAS WHERE SEVERAL DIFFERENT OCCUPANCIES EXIST,THE SPRINKLER Z Q SYSTEMS SHALL BE DESIGNED TO MEET THE MOST HYDRAULICALLY DEMANDING Q CL Lu 3 PLAN VIEW SPRINKLER PIPING IN WALL INSULATION NTS HDENSITY AND YDRAULIC CALCULATIONS� IEMENTS PROVIDE A MINIMUM 10 PSI CUSHION FOR ALL q-L.0 Z LLJ ui J Lii W LL N Q SPRINKLER HEAD SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACTURER MODEL/SN COMMENTS/DESCRIPTION O RESIDENTIAL HORIZONTAL QUICK RESPONSE,STANDARD COVERAGE,4.4K FACTOR 155'F RATED ♦ - TYCO SERIES LFII/TY2334 SIDEWALL WITH RECESSED ESCUTCHEON RESIDENTIAL CONCEALED CHROME PLATED,WHITE COVER PLATE,QUICK RESPONSE STANDARD • - TYCO SERIES LFII/TY2524 A� SPRINKLER COVERAGE,4.9K FACTOR,160 F VJ O - UPRIGHT SPRINKLER TYCO SERIES TY-FRB/TY3131 QUICK RESPONSE,STANDARD COVERAGE,5.6K FACTOR,155'F.WITH o Z MODEL G1 GUARD rl<200'F RATING IN MECHANICAL ROOMS. ° l V x 1/2"REDUCING TEE OR ELBOW THE FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE THE FINISHES OF ALL SPRINKLER HEADS WITH THE ARCHITECT PRIOR TO THE START OF WORK 3 � O III I I ALL BLACK STEEL SCHEDULE 40 1 I I ` PIPING,TYPICAL a)` W PROVIDE LENGTH TO u � N Lo SUIT PROVIDE LENGTH TO SUIT� o � N SPRINKLER BRANCH 5 LINE OR MAIN� PROVIDE LENGTH TO o Z SPRINKLER CUP SUIT E J ASSEMBLY y A 1"REDUCING COUPLING TO °' N SPRINKLER HEAD O a o CEILING—�` 0 U PUSH-ON/THREAD-OFF FLAT COVER PLATE ASSEMBLY O CEILING VZO F, 0 c 3 0 w c 21 NOTES CD R.W.Sullivan Engineering 1 ADJUST SPRINKLER DROPS AS NECESSARY TO CLEAR OBSTRUCTIONS SUCH AS THE CEILING W/FP Engamtg.Code.Comm** 5 GRID SYSTEM,LIGHT FIXTURES,HVAC DUCTWORK,DIFFUSERS,GRILLS,ETC TheBashi,IA �`'� '�aa2d�sert 0212P10707 0 2 REFER TO THE FLOOR PLANS FOR SPRINKLER HEAD TYPES ftw(611)5n4w wwwlwsabm=m RWS JOB i 1600M a a 0 2' 4' 8' 2 CONCEALED SPRINKLER NTS Li SPRINKLER HEAD ARM OVER DETAIL NTS 1/4'=1'-0' 0 e a PART 1-GENERAL initiated During this period.the Contractor shall make a minimum of(2)visits to the site([6]months after acceptance and f All gauges and test connections immediately prior to the end of the guarantee period).These visits shall be performed in the presence of the Owner's g Pipe sleeves,wall and ceding plates and escutcheons 1 01 RELATED DOCUMENTS representative During each visit,the Contractor shall thoroughly check all equipment for proper operation and respond to h Fire stropping and smoke stopping, A All of the Contract Documents,including General and Supplementary Conditions and Division 1-General Requirements, any list of deficiencies prepared by the Owner.Formal reports shall be generated and forwarded to the Department of i Access panels. shall be included in,and made part of,this Section. Physical Plant and Architect's Office describing the systems inspected.data of inspection and status of equipment j Valve tags,pipe identification. F Fire sprinkler shop drawings shall include location and sizes of piping,heads,guards.flushing connections,drains.test 1 02 DESCRIPTION OF WORK 107 GIVING INFORMATION stations,alarm valves,bells,gongs,and all other items as listed in NFPA#13(2013)and FM Data Sheets. A Carefully examine all of the Contract Documents,criteria sheets and all other Sections of the specifications for requirements A Fire Protection Subcontractor shall keep himself fully informed as to the shape,size and position of all openings required for G Piping drawings showing layouts of piping systems shall contain sufficient plans,elevations,sections,details and schematics .n which affect work under this Section,whether or not such work is specifically mentioned in this Section his equipment and shall give information to the General Contractor and other Subcontractors sufficiently in advance of the to dearly indicate the work They shall be 1/8"=1'-0"scale(minimum)unless specified otherwise elsewhere Provide larger B The work under this Contract shall include all labor,materials,tools,equipment,transportation,insurance,temporary work so that all openings may be built in advance. scale details as necessary or as requested.Drawings shall show all elements of Architect's reflected ceiling plan,exposed protection,supervision and incidental items essential for proper installation and operation,even though not specifically ductwork,walls,partitions,diffusers,registers,grilles,fire dampers,sleeves and other aspects of construction as necessary mentioned or indicated on the drawings,but which are usually provided or are essential for proper installation and operation, 108 EQUIPMENT AND MATERIALS for coordination. of all systems as indicated on the drawings and specified herein A Equipment and materials shall be delivered to the site and stored in original sealed containers,suitably sheltered from the H. Prior to final shop drawing submittals,prepare separate SPRINKLER HEAD LOCATION DRAWINGS showing all sprinkler Z Z W 00 E% C Coordinate work with that of all other Trades affecting or affected by the work of this Section Cooperate with such Trades to elements,but readily accessible for inspection by the Architect until installed.All items subject to moisture damage such as head locations and submit them to Architect for review.These drawings shall show locations of all sprinkler heads and all LU O°C c 01 °u v assure the steady progress of all work under the Contract controls shall be stored in dry,heated spaces Equipment such as control panels shall be energized after the equipment is required dimensions,etc.,and shall show sprinklers,lights,HVAC diffusers and ceiling file patterns as shown on the �—I.- C 0 a D The specifications and drawings describe the minimum requirements that must be met by the Fire Protection Subcontractor received by the Fire Protection Subcontractor Architectural reflected ceiling drawings. 0 LU V ¢& r,q for the installation of all work as shown on the drawings and as specified here-in-under and in other Division 21 00 00 B Equipment shall be tightly covered and protected against dirt,water,and chemical or mechanical injury and theft At the I. Hydraulic calculations shall be per applicable NFPA standards and FM Data Sheets Calculations shall include all items °C 0►W- N o 0 0 Sections The following major items of work are included under Division 21 00 00 completion of the work,equipment and materials shall be cleaned and polished thoroughly and turned over to the Owner in a listed in Chapter 22 of NFPA#13(2013)as the minimum requirement and all hydraulically remote areas calculated shall be — 5 0. 0 1 Underground pipe connections/piping/fittings/devices/etc. condition satisfactory to the Architect Damage or defects that develop before acceptance of the work shall be made good at clearly indicated on the drawings submitted for review. U = �w v 2 Complete automatic wet pipe fire sprinkler systems the Fire Protection Subcontractor's expense U ^Z 5 3 Automatic sprinkler heads C The Fire Protection Subcontractor shall make necessary field measurements to ascertain space requirements,for equipment 124 FIRESTOPPING AND SMOKESTOPPING - 4 Sprinkler accessories and connections to be provided under his respective Trade and shall furnish and install such sizes and shapes of equipment A The Fire Protection Subcontractor shall provide fire-stopping and smoke-stopping of all plumbing penetrations where required `' . P P Pe PaP PP 9 PP 9 P 9 P q 5 Sprinkler system drains as shown and/or required to allow for the final installation to conform to the drawings and specifications by Code and as determined by the Architect 6 Pressure switches D Manufacturers directions shall be followed completely in the delivery,storage protection and installation.Promptly notify the B The Fire Protection Subcontractor shall review fire-stop or smoke-stop systems provided under Division 07-Fire-Stopping ,JP. 1 .�' 7 Tamper switches Architect in writing of any conflict between any requirements of the Contract Documents and the manufacturers directions and provide same as specified under Division 07 ii'C �., m-�8 Escutcheons and head guards Obtain the Architect's written instructions before proceeding with the work Should Fire Protection Subcontractor perform any C Where pipes are installed thru sleeves,the sleeves shall be of sufficient size to provide 1/2"air space around the pipe 9 Hydraulic calculations verifying pipe sizing work that does not comply with the manufacturers directions or written instructions from the Architect,he shall bear all costs passing through the sleeve and all openings shall be sealed,smoke-stopped and made tight ys I ` ' . 10 Core drilling of holes up to and including 12"diameter ansing in correcting any deficiencies that should anse D Where core drilling has been provided,the core shall be of sufficient size to provide 1/2"air space around the pipe passing &N ,ne 11 Sleeves,inserts and hangers E All equipment of one type(such as sprinkler heads control valves etc)shall be the products of one manufacturer through the core hole and all openings shall be sealed,smoke-stopped and made tight -v �� ,� 12 Staging and planking. F Equipment pre-purchased by the General Contractor on behalf of the Owner or by the Owner himself,if assigned to the Fire E Where sleeves are installed for future pipe installation all sleeves shall be sealed,smoke-stopped and made tight /' 40 Z ,9 �; ,A. 13 Testing and certificates Protection Subcontractor,shall be received,installed,tested,etc,as if the equipment was purchased by the Fire Protection 'a, .�''r"�"- 14 Valve tags and charts. Subcontractor All guarantees,service contracts etc.,shall be the same as for all other equipment provided under this 1 25 STAGING � f_" "' N i 15 Spare heads in cabinet,wrenches Contract A Refer to Section 01500 of Division 1-General Requirements for the requirements of this Section a f 16 Hoisting,rigging,setting of all piping and equipment G Refer to Section 01 25 00 of Division 1-Substitution Procedures for the requirements of this Section h iL 11-t"�, 17 Fees,permits,royalties,guarantees,submittals to and approvals from Department,and all other State and Local H The manufacturers listed within this specification have been preselected for use on this project.Where equipment of a 5 r" `:'•.` Authorities exercising jurisdiction over this project substitute manufacturer differs from that specified require different arrangements or connections from those shown,it shall be 1 26 PIPE SLEEVES AND ESCUTCHEONS � r 18 Complete coordination of soffit systems as required with the Architect the responsibility of the Subcontractor responsible for the substitution to modify the installation of the equipmentisystem to A Where pipes pass through all wall or floors,the Fire Protection Subcontractor shall provide and set individual sleeves for I C; '' ' c .. . 19 Fire Protection connections to HVAC,Plumbing,Electrical Fire Alarm.ATCiDDC control equipment and Owner operate properly and in harmony with the original intent of the drawings and specifications Should the Fire Protection each pipe and all other work under his charge,as necessary for passage of all pipes Sleeves shall be of sufficient size to ' eA '°` �') !� furnished equipment Subcontractor wish to propose a substitution during the bid period such request shall be made in writing to the Architect,no provide%inch air space around the pipe passing through it All openings shall be sealed smokeproofed and made tight The �� , 20 Utility/Municipal/Fire Department related back charges less than seven(7)working days,prior to bid date If substitutions are deemed acceptable,such items shall be issued on as Fire Protection Subcontractor shall be responsible for the exact location of sleeves provided under this Contract and shall ,,� %�A� � r 21 Cleaning.Testing and adjustment of equipment an Addendum by the contractor,prior to bid due date The above requirement is mandatory coordinate all requirements for piping sleeves. .� % f 6• 22 Permit fees,etc I All substitutions shall be accompanied by a completed Substitution Request Cover Sheet contained within this section of the B All exposed piping penetration of walls,floors,and callings shall be fitted with escutcheons �\�. IWNI �� 1� 23 Firestopping,fire-proofing,smoke stopping and waterproofing of all Fire Protection piping and equipment where specifications �- required J The Fire Protection Subcontractor shall furnish and install all equipment accessories connections and incidental items 1 30 DESIGN CRITERIA "., 24 Hangers.supports,mechanical channels and all appurtenances required for installation of Fire Protection equipment necessary to fully complete the work under his Contract for use,occupancy and operation by the Owner A All fire sprinkler systems and all components,piping,valves,sprinkler head locations,temperature ratings.detectors. 01°�,I 25 Protection of piping and equipment from freezing as required b NFPA 13 and FM Global Data Sheets K All equipment and materials required for installation under theses specifications shall be new and without blemish or defect conductors,devices etc.,shall be designed in accordance with NFPA13 D,and the Building Code,the re uiremente,of all �` PP 99 q Yq P� 9 9 q "�� 26 Access doors Equipment and materials shall be products which will meet with the acceptance of the Authorities having jurisdiction over the applicable NFPA Standards and governing the installation of fire protection systems for this Contract The Fire Protection 27 Shop Drawing Submittals work and as specified hereinbefore.Where such acceptance is contingent upon having the products listed or labeled by FM, Contractor shall submit all shop drawings,calculations and other materials simultaneously to the Town/City of Rye Brook.NY 28 Coordination Drawings UL or other testing laboratories,the products shall be so listed or labeled Where no specific indication as to the type or Fire Department Building Department Architect,Engineer for review 29 Record As-Built Drawings quality of material or equipment is indicated,a first class standard article shall be provided B The fire protection work is shown mostly on the Fire Protection Drawings The documents for all other systems to be installed 30 All fire protection system acceptance tests[Expensive option-coordinate with owner] L All Equipment of one type(such as valves,heads etc.,)shall be the product of one manufacturer unless noted otherwise in must also be considered as a part of the Fire Protection work Each bidder for work under this Section of the specifications NO 31 Operation and Maintenance Manuals this specification shall establish for himself,the exact quantity of sprinkler heads,detectors devices and other equipment that is required for ,- 32 System Start-Up,Demonstration and Training Typically only required on larger projects the project in order to provide approved fire protection systems as required by the Contract Documents Refer to the Q 33 Contractor's certificate of completion 1 09 USE OF PREMISES Architectural reflected ceiling plans for preferred sprinkler head locations Additional sprinkler heads and other equipment N 34 Seismic restraints A The Fire Protection Subcontractor shall confine all apparatus,storage of materials and construction to the limits as directed required shall be provided as part of this Contract as required,to satisfy the requirements for the hazard stated The Fire Z 35 Assist in commissioning by the Architect and he sha,1 not encumber the premises with his materials The Fire Protection Subcontractor shall be held Protection Contractor is directed to examine all contract drawings in detail Various equipment configurations and O Z N responsible for repairs,patching,or cleaning ansing from any unauthorized use of premises arrangements will be constructed that will require special fire sprinkler design considerations Failure of the Fire Protection 0 1 03 RELATED WORK B In storing materials within areas(structure or ground),or when used as a shop,the Fire Protection Subcontractor shall Contractor to examine all areas that will require special considerations and misinterpretation of the contract documents F_ ~ CV A Related Work consult with the Construction Manager and shall restrict his storage to space designated for such purposes The Fire resulting therefrom shall be entirely his responsibility U i` 1 For work related to and to be coordinated with the Fire Protection work,but not included in this Section and required Protection Subcontractor wO be held responsible for repairs,loss,patching or cleaning ansing from any unauthorized use of LLJ Q to be performed under other designated Sections or Divisions,see the following the premises 1 31 START-UP AND COMMISSIONING OF SYSTEMS ~ U a Division 01-Commissioning C Notwithstanding any approvals or instructions which must be obtained by the Fire Protection Subcontractor from the Architect A The Fire Protection Subcontractor,as applicable,shall commission and set in operating condition all major equipment and 0 = b E Division 03-Section Cast-in-Place Concrete in connection with the use of the premises,the responsibility for the safe working conditions at the site shall remain that of systems,in the presence of the equipment manufacturers representatives,as applicable,and the Owner and Architect's 0:� — LJJ c Division 04-Section Masonry Mortar and Grout the Plumbing Subcontractor The Architect Engineer or Owner shall not be deemed to have any responsibility or liability in representatives In no case will major systems and equipment be commissioned by any of the Subcontractor's forces alone, a- U Z U d Division 05-Section Miscellaneous Metals connection with safe working conditions at the site without the assistance or presence of the equipment manufacturers LLJ LU 0 U e Division 07-Penetration Fire Stopping B A written report shall be issued by the particular equipment manufacturer and the Fire Protection Subcontractor summarizing f Division 07-Thermal Insulation 1 10 PROTECTION the results of the commissioning and performance of each system for the Architect's record No additional compensation will 0 L.L. V) Z l) g Division 08-Section Access Doors and Frames A Materials,piping,sprinklers,equipment,control panels,etc,shall be properly protected during construction and all openings be allowed for any Contractor for such services �__ h Division 22-Plumbing shall be temporarily dosed so as to prevent obstruction and damage Post notice prohibiting the use of all systems provided a i Division 23-Heating Ventilating and Air Conditioning under the Fire Protection Contract prior to comp etion of work and acceptance of all systems by the Owner except as PART 2-PRODUCTS 0� w U J Lij Division 26-Electrical otherwise instructed by Architect Take precautions to protect all materials furnished from damage and then in Q F- B The Fire Protection Subcontractor shall furnish,place and maintain proper safety guards for the prevention of accidents that 201 PIPE AND FITTINGS LU U 1 04 PERMITS,FEES AND TAXES might be caused by the workmanship,materials,equipment or Fire Protection systems provided under his Contract A Piping shall meet applicable ANSI or ASTM standards requirements and shall have manufacturers name and standard A Fire Protection Subcontractor for the work in his scope of work shall give all necessary notices,obtain all permits.pay all marked on each length Unless specified otherwise below,joints shall meet applicable ANSI and ASTM standards governmental taxes,fees and other costs in connection with his work,file for necessary approvals with the jurisdiction under 1 11 DAMAGE TO OTHER WORK requirements Where ANSI and ASTM standard does not exist joints and fittings shall bear UL listing and FM approval which the work is to be performed Fire Protection Subcontractor shall obtain all required Certificates of Inspection for his A The Fire Protection Subcontractor shall be held responsible and shall pay for all damages caused by his work to the building symbols respective work and deliver same to the Architect before request for acceptance of his portion of work is made and before structures,equipment,apparatuses,systems,etc,and all work and finishes installed in the building Repair of such damage B Piping for all wet pipe automatic fire sprinkler systems regardless of size shall be Schedule 40 black steel final payment shall be done by the General Contractor at the expense of the Fire Protection Subcontractor,to the Architects satisfaction C Piping for use with grooved end fittings shall be roll grooved without metal removal or as per manufacture requirements D Mechanical tee type hole-cut branch connections,with locating collar engaging into hole and with standard pressure _�Z 1 05 REFERENCES 1 12 CORRECTION OF WORK responsive gaskets and nuts and bolts,or outlet couplings,with outlets grooved or threaded with standard pressure >` A All materials and workmanship shall comply with all applicable Codes,Specifications,Local and State Ordinances Industry A The Fire Protection Subcontractor shall promptly correct all work provided under his Contract and rejected by the Architect as responsive gaskets and bolts and nuts shall be UL listed and FM approved,and rated for 500 psi on piping 3"and larger,and 0 Standards and all other Regulations,latest editions defective or as failing to conform to the Contract Documents,whether observed before or after completion of work,and 300 psi on piping under 3"in size and shall all be of one manufacture No strap,snap and or one bolt outlet fittings will be E B In case of difference between Building Codes State Laws.Local Ordinances,Industry Standards and all other Regulations whether or not fabricated.installed or completed permitted and the Contract Documents,the Fire Protection Subcontractor shall promptly notify the Architect in writing of any such E Standard cast iron black(CIB)sprinkler pattern screwed fittings shall be used on all piping 7'and smaller and may be used 0 difference 1 13 EXTRA WORK on larger sizes C In case of conflict between the Contract Documents and the requirements of any Code or Authorities having jurisdiction,the A No claim for extra work will be allowed unless it is authorized by the Architect in writing before commencement of the extra F All pipe and fittings exposed to the weather shall be fully galvanized regardless of size and/or type D1 0 most stringent requirements of the aforementioned shall govern said work G All water based suppression system piping shall be pitched back to toward the point of supply regardless of any requirements D Should the Fire Protection Subcontractor perform any work that does not comply with the requirements of the applicable of any Codes and/or Standards and/or any references to the contrary � Z Budding Codes,State Laws,Local Ordinances,Industry Standards and all other Regulations,he shall bear all costs ansing in 121 RECORD DRAWINGS/AS_BUILT DRAWINGS H CPVC pipe and fittings to be as follows0 -correcting the deficiencies,as approved by the Archrtect/Owner A The Fire Protection Subcontractor shall maintain current at the site a set of his drawings on which he shall accurately show 1 CPVC fire spnnider pipe and fittings shall meet cell class 23547 and 24447,respectively,as defined by ASTM D1784. - N E Applicable Codes and Standards shall include all State Laws,Local Ordinances,and all other Regulations.and the the actual installation of all work provided under his Contract indicating hereon any vanabon from the Contract Drawings,in and shall be certified by NSF International for use with potable water Both pipe and fitting compounds shall be applicable requirements of the latest adopted edition of the following Codes and Standards,without limiting the number,as accordance with the General Conditions and Division 1 Changes,whether resulting from formal change orders or other pressure rated by Plastics Pipe Institute(PPI) 0 I follows instructions issued by the Architect,shall be recorded Include changes in sizes,location.and dimensions of piping 2 Pipe shall meet or exceed the requirements of ASTM F442 in standard dimension ratio(SDR)13 5 0 1 Local and State budding,plumbing,mechanical.electrical.fire and health department codes equipment,fixtures,etc 3 Fittings shall meet or exceed the requirements of ASTM F437(schedule 80 threaded),ASTM F438(schedule 40 0 _ L �" 2 National Fire Protection Association(NFPA) B The Fire Protection Subcontractor shall indicate progress by colonng_in various piping.equipment and associated socket)and ASTM F439(schedule 80 socket) 5 — CO ( 3 FM Global(FM) appurtenances exactly as they are erected This process shall incorporate both the changes noted above and all other 4 Both pipe and fittings shall be Listed by Underwriters Laboratories for use in wet automatic fire sprinkler systems and 4 Underwriters'Laboratories(UL) deviations from the original drawings whether resulting from job conditions encountered or from any other causes shall bear the logo of the Listing Agency See UL Fire Protection Equipment Directory,categories VIWT and HFYH ie 4) 5 Occupational Safety and Health Standards C The marked_up and colored_up prints will be used as a guide for determining the progress of the work installed They shall 12 6 (NY]Budding Code be inspected periodically by the Architect and Owner and they shall be corrected immediately if found a ther inaccurate or 202 PIPE SLEEVES AND ESCUTCHEONS I � N 7 (NY]Fire Protection Code incomplete This procedure is mandatory A The Fire Protection Contractor,for work under his charge,shall determine the diameter of each individual wall opening or 8 All other standards applicable to this particular state Failure to comply with this requirement could result in a reduction of the monthly payment requisition recommended sleeve before ordering.fabrication or installation E In these speaficatons,references made to the following Industry Standards and Code Bodies are intended to indicate the D At the completion of the job,these prints shall be submitted to the General Contractor and then to the Architect for final B Sleeves and inserts shall not be used in any portions of the building where their use would impair the strength or construction 3 �. r) N latest volume or publication of the Standard All equipment.materials and details of installation shall comply with the review and comment The prints will be returned with appropriate comments and recommendations These corrected prints, features of the building Elimination of sleeves must be approved by the Architect h r— requirements and latest revisions of the following Bodies,as applicable together with corrected prints indicating all the revisions,additions and deletions of work,shall form the basis for preparing a C Except where noted otherwise in this paragraph provide chrome-plated brass escutcheons with set screw for exposed piping. 5 1 ANSI American National Standards Institute set of As Built Record Drawings in all areas In mechanical rooms use plain brass or cast iron escutcheons suitable for painting All escutcheons shall be c 0 2 ASME American Society of Mechanical Engineers E The Fire Protection Subcontractor shall be responsible for generating As Built Record Drawings utilizing CAD based sized to fit the bare pipe or insulation in a snug and neat manner All escutcheons shall be equipped with a means of � J 3 ASTM American Society of Testing Materials documents in AutoCAD(REVIT)(latest version)format.A bound set of plans,as well as the computer files,on disk.shall be securing the escutcheon to the piping or the covering They shall be of sufficient size to cover sleeved openings for the pipes 4.1 =) ^` 4 FM FM Global(Factory Mutual) fumed over to the Architect for review After acceptance of the As Built documents by the Architect the Fire Protection and of sufficient depth to cover sleeves projecting above floors or beyond walls Escutcheons shall be as manufactured by : W 5 NEMA National Electrical Manufacturers Association Subcontractor shall make any corrections necessary to the As Built documents and prepare one reproducible set of Beaton and Caldwell,Dearborn Brass or Grinnell � V) 6 UL Underwriters'Laboratories,Inc drawings as well as bound blueprint set(s)(quantity as determined by the Architect)for distribution to the Owner via the E Pipe sleeves shall be set as follows: 0 Architect 1 Set sleeves 1 inch above finish floor(6 inches at penthouses and mechanical rooms)and flush on each side of walls, z F Specific reference is made to the follovng NFPA Standards and FM Data Sheets which shall govern provision of work as F The Fire Protection Subcontractor may use the computer drawing files used for coordination drawings or obtain the except sleeves through floor occumng in walls and partitions shall terminate flush with finish floor specified Engineers most recently updated computer drawing files.The updated drawings may not include all changes made during F Sleeves shall be set securely in place before concrete is poured the course of construction and it shall be the Fire Protection Subcontractor responsibility to update the As Built documents to 1 No 13 Installation of Sprinkler Systems include all changes brought forth to the project resulting from bulletins.request for information(RFI's),change orders.etc 2 03 VALVES $ 2 No 25 Inspection.Testing,and maintenance of water based Fire Protection Systems The Engineer will not be responsible for updating the computer files A With the exception of drain and trim valves,all valves shall be UL listed and FM approved and from one manufacturer 4 3 FM 2-0 Installation of Sprinkler Systems(NFPA) G Included with the above shall be a complete drawing list and a standard layering system,which shall be required to be B Check valves shall be: "o maintained within the As-Built Record AutoCAD(REVIT)(latest version)documents. 1 Iron body,bronze mounted swing check with flanged ends,175 psi,2 1/2"in size up to 8"size or 1 06 WARRANTY H The As_Built AutoCAD(REVIT)(latest version)documents required shall be in addition to other requirements stated 2 Iron body,spring actuated,wafer check,250 psi,sizes 4"through 8",or Lu H Refer to provisions of the General Requirements and Supplementary General Requirements in Division 1 regarding elsewhere. 3 Grooved end,iron body,spring activated,250 psi,sizes 2"through 6" , warranties for work under this Contract 4 All check valves up to 2"in size shall be all bronze with screwed ends E I All warranties shall begin on the Date of Substantial Completion of the entire project or the Owners acceptance of the 1 22 SHOP DRAWING SUBMITTALS C Tnm Valves (for use on inspectors test setups,alarm check valves,dry pipe valves.etc) C%1A workmanship and/or material covered by the warranty,whichever is later.The warranty coverage shall continue for the A Prepare and submit shop drawings in accordance with the requirements herein before specified,and with the Shop Drawings, 1 Gate valves-all bronze,175 psi,solid wedge,outside screw and yoke,rising stem,screwed ends 4 specified period Refer to individual specification sections for warranty period If no specific warranty period is specified the Product Data and Samples in Division 1 in the manner described therein,modified as noted hereinafter 2 Ball valves-all bronze,400 lb WWP,screwed ends It warranty shall extend for a minimum of 365 days. B All shop drawings shall have dearly marked the appropnate specification number of drawing designation,for identification of 3 Globe valves-all bronze,200 lb WWP,screwed ends J Manufacturers shall provide their standard warranties for work under the Fire Protection Trades However,such warranties the submittal. 4 Check valves-all bronze swing check,rubber disc,200 lb WWWP.screwed ends °$ • shall be in addition to,and not in lieu of,all other liabilities which the manufacturer and Fire Protection Subcontractor may C Disposition of shop drawings shall not relieve the Fire Protection Subcontractor from the responsibility for deviations from D Cross connection control device(backflow preventer) 3 have by law or by other provisions of the Contract Documents drawing or specifications.unless he has submitted in wntng a letter itemizing or calling attention to such deviations at time of 1 Double Check Valve type cross control(backflow)prevention device shall be Ames Silver Bullet as manufactured by o K All materials,items of equipment and workmanship furnished under the Fire Protection Section shall cant'the standard submission and secured written approval from the Engineer,nor shall such disposition of shop drawings relieve the Fire Ames Waterworks Company with electrically supervised OS&Y,resilient wedge gate valves Backflow prevention c warranty against all defects in material and workmanship Any fault due to defective or improper material,equipment Protection subcontractor from responsibility for errors in shop drawings or schedules devios and installation shall conform to requirements of local authorities and all Cross Connection Control Regulations S workmanship or design which may develop shall be made good,forthwith,by and at the expense of the Fire Protection D All final approved shop drawings shall be included in the required O&M manuals 2 The Fire Protection Contractor shall submit,as required,to local authorities for approval of backflow prevention device m Subcontractor for the work under his Contract including all other damage done to areas,materials and other systems E Shop drawings shall include but shall not be limited to the following: and proposed installation Furnish confirmation of approval to the Architect before installation Before Owners R.W.Sullivan Engineering Q resulting (D from this failure. 1 Fire Protection work layout including location and sizes of all piping.valves.equipment connections,drains.test instruction commences,arrange testing of the backflow prevention device b certified personnel and furnish �i rAFP Ca ft'�'c0�°' '� I; Y 9 P Pi 9. 9 9 P Y Pa rna sdi�i cs,w sz9 Ma►,si.sux 203 x L The Fire Protection Subcontractor shall warranty that all elements of the systems which are to be provided under his stations,and all other appurtenances and/or accessories. confirmation of testing to the Architect Provide one spare parts kit and one each of any special tools required per 9osb%Ma%xNarb02'29611Ur o Contract,are of sufficient capacity to meet the specified performance requirements as set forth herein or as indicated 2 Equipment cuts and manufacturers documentation for,but not limited to back r►523 flow prevention device installed PW&(61 = ffmin''emmn 14. M Upon receipt of notice from the Owner or Architect of failure of any part of the systems or equipment during the warranty a All types of pipe and fittings IMYSJOBt 16%W LV i n period,the affected part or parts shall be replaced by the Fire Protection Subcontractor for his work or any other work b All types of hangers and supports. IIIIIIIIIII 0 2' 4' 8' affected by the failure(s). c All types of sprinkler heads and accessories such as finished ceiling plates.guards wrenches,spear head N Fire Protection Subcontractor shall furnish,before the final payment is made a written warranty covering the above cabinets.etc a requirements in accordance with the General Requirements d All types of valves,including but not limited to,control valves,check valves drain valves,trim valves.etc O Upon final acceptance of the project by the Owner,the(1)year guarantee period of all equipment and materials will be a (Backflow prevention and cross connection control devices) 1/4'=1'-0' p 0 "s N 2 04 HANGERS AND SUPPORTS F The Owner will not be responsible for material,equipment or the installation of same before testing and acceptance A Hangers shall be approved adjustable dip and dews pattern supported from structural steel and/or concrete floors above by UL listed and FM approved type clamps and supports.Spacing and hanger rod size shall be as outlined in 304 FINAL INSPECTION the appropriate NFPA Standard as the minimum All hanger components shall meet ASTM B633,SC1 or SC3 as a A When all Fire Protection work on the project has been completed and is ready for final inspection,such an inspection minimum for corrosion resistance. shall be made At this time,and in addition to all other requirements in the Contract Documents,the Fire Protection B. All hangers,supports,damps and rods shall be corrosion resistant(stainless steel or electro-galvanized). Subcontractor.for the work under this Contract,shall demonstrate that the requirements of these specifications have C. Piping at all equipment and control valves shall be supported to prevent strains or distortions in the hangers,connected been met to the Architects satisfaction equipment and control valves Piping at equipment shall be supported to allow for removal of equipment,valves and accessories with a minimum of dismantling and without requiring additional support after these items are removed 305 VERIFYING CONDITIONS D. All piping installed under this section of the specification shall be independently supported from the building structure A The Fire Protection Subcontractor shall verify all conditions and take all measurements in the field as required to insure steel and/or concrete decks and not from the piping,roof decks,ductwork,rack hangers or conduit of this and/or any that all work will fit actual conditions Field corrections to fabricated work and adjustments to adjacent work where other trades.All supplementary steel,including factory fabricated channels required to meet the requirements required for the proper installation of the work wall be subject to the Architect's approval Such corrections and Z Z u, m o specified herein shall be furnished and installed by the Fire Protection Contractor adjustments vwll be pemvtted only when they will not be detrimental to the appearance and function of all the work u+a 23 0 Zo E "C"clamps for hangers on pipes will not be permitted unless installed with safety straps and lock nuts w,�.. >O a F All vertical dropsand run out pipes shall be supported b split-ring extension hangers 3 06 TESTING AND INSPECTION c ku U a& O P Pe PP Y sP 9 type 9 G Pipe supports,vertical and horizontal,shall not bear on sleeves. A The Fire Protection Subcontractor shall obtain and pay for all the inspection and tests requ•red for this Section of the C+++ o t p o H Protection of piping from earthquakes(seismic activity)shall be provided and installed in accordance with the State work.Defects discovered in work,materials and/or equipment shall be replaced at no cost to the Owner,and the V = r 3 N Building Code and NFPA 13 inspection and testing shall be repeated When work is completed,the Fire Protection Contractor shall furnish all y o I Provide seismic separation assembly for each pipe at each building seismic separation as required by NFPA 13 Certificates of Inspection and Approval to the Construction Manager.Engineer and Owner before final payment of the Z09 U Contract will be allowed 205 SPRINKLER HEADS AND CABINETS B Test sprinkler piping to 200 psi and make watertight before painting and before concealment Make partial tests as A All sprinkler heads shall be listed by Underwriters'Laboratories,Inc,and approved by Factory Mutual All spnnkler required,during the progress of the work.All tests shall be witnessed by the Owner's representative,Authorities heads and associated devices are to be as manufactured by the Viking Corporation,or equal All sprinkler heads are to Having Jurisdiction and a representative of the Engineer Make partial tests as required.during the progress of the be Bellville spring seal type Sprinkler relying on O-nng type seals shall not be used All sprinkler heads are to be work.All tests shall be witnessed by the Owners representative Authorities Having Jurisdiction and a representatives w fusible element type sprinklers No glass bulb type sprinklers shall be used of the Engineer B All sprinkler heads shall be provided and installed to conform to manufacturer's listing C The Fire Protection Subcontractor shall,with the parties noted herein,establish procedures to witness testing that are C All sprinkler heads shall be as scheduled on the drawings and must be completely coordinated with a final reflected acceptable to the parties noted herein All parties noted herein shall be notified in writing of the accepted testing ~' ceding plan and locations to arrive at a suitable pattern consistent with proper sprinkler head coverage procedure prior to any testing The Fire Protection Subcontractor shall notify parties designated to witness testing at D All sprinkler heads in mechanical rooms,storage areas and closets shall have sprinkler guards All heads within 7'-0" least 48 hours in advance of scheduled testing of the floor in areas without suspended ceilings shall have sprinkler guards D Conditions requiring testing in excess of the minimum requirements noted herein shall be performed in accordance with E In areas where heads are located in ceiling tiles,heads shall be installed in the center of tiles NFPA Standards and FM Data Sheets and the requirements of the Authorities Having Jurisdiction Co F Upright and pendant sprinkler heads in areas without ceilings shall be Viking Microfast OR as manufactured by the E Should the Owner,Architect,Engineer or any Authority Having Jurisdiction require,the Fire Protection Subcontractor ~ Viking Corporation,or equal,as quick response automatic sprinklers Finish to be as follows shall provide factory trained,manufactures authorized representatives to perform testing on any equipment and/or ' 3 All sprinklers in public areas and stairs to be chrome plated devices that may be an integral part of this specification CZI 4 All sprinklers in mechanical rooms may be standard brass finish F Dispose of test water and wastes after tests are complete,in a manner satisfactory to the Construction Manager and G Pendant sprinkler heads in areas with ceilings shall be Viking OR fusible element concealed sprinklers as manufactured Local Authorities by the Viking Corporation,or equal,as indicated on the Fire Protection drawings All sprinkler ceiling plates for G Furnish to the Construction Manager.Architect and Engineer completely executed test certificates with signatures of _t concealed sprinklers to be white unless otherwise required by the Architect those required to witness testing Test certificate forms shall follow NFPA formats as a minimum requirement H Provide quick response type fire sprinklers in areas where quick response type sprinklers are required by NFPA H The Fire Protection Subcontractor for the work shall give all necessary notices,obtain and pay for all permits,pay all b� Standards taxes,fees and other costs in connection with his work,file for necessary approvals with the jurisdiction under which I In addition to the sprinkler heads required,furnish spare heads of each type and of each temperature rating used the work is to be performed The Fire Protection Subcontractor shall obtain all Certificates of Inspection for his work and quantity to be as required by NFPA 13. deliver same to the Construction Manager,Architect and Engineer before request for acceptance of his portion of work 6 Z = 1 6 spare sprinklers(never fewer than 6)shall be maintained on prerruses so that any sprinklers that have is made and before final payment All certificates and inspections shall be in accordance with NFPA Standards and FM operated or been damaged in any way can be replaced promptly Data Sheets as a minimum for all the fire protection work installed 2 The spare sprinklers shall be kept in a cabinet located where the temperature at no time will exceed 100E 3 Spare dry sprinklers are not required as long as means of putting the system back in service are furnished 3 07 SUBCONTRACTOR'S CERTIFICATE OF COMPLETIONa° 4 Stock of spar spnnklers shall be as follows per NFPA 13 A The following Contractor Certificate of Completion sheet shall be copied on to the Contractors letterhead,filled out, Number of Sprinklers in the FadlityNumber of spare heads required(each temp ratng)Less than 30ONo fewer Singed by the Licensed Permit Holder and sealed by an Authorized Officer of the Corporation then submitted to the than 6300 to 1000No fewer than 120ver 1000No fewer than 24 Architect for Final Certificate of Occupancy This is per 780 CMR 107 6 3 J Heads shall be placed in a baked enamel steel cabinet mounted as directed by the Engineer and Architect Cabinet NO shall contain two(2)socket wrenches and shall be of adequate size to hold required head quantity SUBCONTRACTOR'S CERTIFICATE OF COMPLETION r— C) PART 3-EXECUTION PROJECT CV 3 01 COOPERATION AND WORK PROGRESS PERMIT NO TYPE O Z 4- N A The Fire Protection work shall be camed on under the usual construction conditions,in conjunction with all other work O at the site.The Fire Protection Subcontractor shall cooperate with the Architect,General Contractor,all other The undersigned permit holder attests that the F— work Subcontractors and equipment suppliers working at the site The Fire Protection Subcontractor shall coordinate the scope as installed,is complete and to the best of his knowledge and belief,in substantial accord with the U Q i work and proceed in a manner so as not to delay the progress of the project requirements of the Contract Documents and all applicable local,state and federal statutes and regulations W B The Fire Protection Subcontractor shall coordinate his work with the progress of the budding and other Trades so that ~ U he will complete his work as soon as conditions permit and such that interruptions of the building functions will be at a O LL E minimum Any overtime hours worked or additional costs incurred due to lack of or improper coordination with other 0:� — LLJ Trades or the Owner by the Fire Protection Subcontractor,shall be assumed by him without any additional cost to the C W Z U Owner BY LL O � C The Fire Protection Subcontractor shall furnish information on all equipment that is furnished under this Section but Signature of License holder date CL installed under another Section to the installing Subcontractor as specified herein Z Z C) D The Fire Protection Subcontractor shall provide all materials,equipment and workmanship to provide for adequate 0 LL protection of all Fire Protection equipment during the course of construction of the project This shall also include 0- protection from moisture and all foreign matter.The Fire Protection Subcontractor shall also be responsible for damage Printed or Typed Name License Number 52 ui which he causes to the work of other Trades,and he shall remedy such injury at his own expense U Q di E Waste materials shall be removed promptly from the premises All material and equipment stored on the premises shall VI) iU be kept in a neat and orderly fashion Material or equipment shall not be stored where exposed to the weather The Fire Protection Subcontractor shall be responsible for the security,safekeeping and damages,including acts of vandalism. of all material and equipment stored at the job site F The Fire Protection Subcontractor shall be responsible for unloading all Fire Protecton equipment and materials (seal) delivered to the site This shall also include all large and heavy items or equipment which require hoisting Consult with the General Contractor for hoisting/crane requirements During construction of the budding,the Fire Protection By Subcontractor shall provide additional protection against moisture,dust accumulation and physical damage of the main Authorized Corporate Officers Signature date seance and distribution equipment This shall include furnishing and installing temporary heaters within these units.as L approved.to evaporate excessive moisture and ventilate it from the room,as may be required G It shall be the responsibility of the Fire Protecton Subcontractor to coordinate the delivery of the Fire Protection Printed or Typed Name Title equipment to the project prior to the time installation of equipment will be required,but he shall also make sure such 15 equipment is not delivered too far in advance of such required installaton.to ensure that possible damage and 308 CPVC PIPING INSTALLATION deterioration of such equipment will not occur Such equipment stored for an excessively long period of time(as A Pipe and fittings within residential dwelling units and residential dwelling unit areas may be CPCV with hangers as a determined in the opinion of the Architect)on the project site prior to installation may be subject to rejection by the required by the manufacturer Architect B All socket type joints shall be made up employing solvent cements that meet or exceed the requirements of ASTM H The Fire Protection Subcontractor shall erect and maintain,at all times.necessary safeguards for the protection of life F493 The standard practice for safe handling of solvent cements shall be in accordance with ASTM F402 Solvent and property of the Owner,Workmen,Staff and the Public. cement shall be listed by NSF International for use with potable water and approved by the manufacturers The solvent I Prior to installation,the Fire Protection Subcontractor has the responsibility to coordinate the exact mounting cements shall be compatible with their CPVC pipe and fittings O N arrangement and location of Fire Protection equipment to allow proper space requirements as indicated in the NEC C Follow manufacturer's instructions for set and cure times for solvent cement joints Avoid significant stresses during set $ ^/ Particular attention shall be given in the field to group installations If it is questionable that sufficient space,conflict with and cure times Do not apply any stress that will disturb an un-dned joint Sprinkler fittings shall be allowed to cure in {L • s: the work of other Subcontractors architectural or structural obstructions will result in an arrangement which will prevent accordance with the manufacturers guidelines and the contractor shall assure the outlets are clear of any excess >` proper access,operation or maintenance of the indicated equipment,the F re Protection Subcontractor shall cement prior to installing sprinklers m t immediately notify the Contractor and not proceed with this part of the Contract work until definite instructions have D Fire Sprinkler Contractor must provide current Contractor Training Certificates for Chlorinated Polyvinyl Chloride been given to him by the Architect (CPVC)Fire Sprinkler Systems for all personnel assigned to this project prior to beginning construction Certificate t J The Fire Protection Subcontractor shall obtain from the Electrical,Fire Alarm,Plumbing and HVAC Subcontractors shall state that the person has successfully completed formal CPVC fire sprinkler systems training conducted by an G > LO copies of all shop drawing prints showing the ductwork and piping installation as they will be put in place on the project authorized CPVC manufacturers representative.The Contractor Training Certificates shall be specific to the U N These drawings shall be thoroughly checked by the Fire Protection Subcontractor and the routing of all piping and the manufacturer of the pipe and fittings Personnel's training certificates must be current and have been updated within the • installation of all Fire Protection equipment shall be coordinated with the ductwork and piping so as to prevent any past six months 0-1 installation conflict Such coordination shall be done prior to roughing in of any Fire Protection equipment E Installation practices such as pipe support spacing,bracing,allowance for thermal expansion/contraction,solvent N K Location of all sprinklers,piping,hangers and other devices shall be verified with the Architect prior to roughing Refer cementing and handling and storage shall be in accordance with the manufacturers instructions and the UL Listing �a .--- to details and wall elevations on the Architectural drawings.Mounting heights indicated on these drawings and/or F After the system is installed and solvent cement is cured per the manufacturer's installation instructions,the systems s specific dimensional information given to the Fire Protection Subcontractor by the Architect shall take precedence over shall be hydrostatically tested per the requirements of the applicable NFPA Standard such information indicated on the Fire Protection drawings. G The Contractor shall make themselves fully aware of the CPVC pipe manufacturers recommended installation J L Refer to all other drawings associated with this project Any and all equipment which require a Fire Protection system practices and methods,including but not limited to pipe cutting,joining,hanging,support,and provisions for controlling connection whether indicated on the Fire Protection drawings or not,shall be furnished and installed as directed by the and directing thermal expansion and contraction and testing of the p ping systems c Architect H The Contractor shall make themselves fully aware of concerns with contact between CPVC piping systems and m N chemically non-oompatible products and manufacturers recommendations on this matter,including the products on O 3 02 INSTALLATION their list of concerns and their recommendations about products not on their list o A General I The Contractor be solely and completely responsible for confirming the chemical compatibility with CPVC piping 1 Unless specifically noted or indicated otherwise,all equipment and material specified in Division 210000 of this systems of any products not on the manufacturers compatibility list that could come in contact with the CPVC piping specification or indicated on the drawings shall be installed under this Contract whether or not specifically systems The Contractor shall confirm this with that product's manufacturer itemized herein This Section covers particular installation methods and requirements peculiar to certain items J The Contractor shall be solely and completely responsible for insuring that any non-compatible products,any suspect and classes or material and equipment products(products not on the manufacturers compatibility list but not confirmed by the Contractor as compatible)of 2 The Fire Protection Subcontractor shall obtain detailed information from manufacturers of equipment as to any kind or from any source,do not come in contact with the CPVC piping systems o proper methods of installation. K Failure of the CPVC piping systems due to the Contractors failure to strictly adhere to all aspects of the pipe 3 The Fire Protection Subcontractor shall obtain final roughing dimensions and other information as needed for manufacturers installation instructions,or to allow non-compatible products on the manufacturers compatibility list,or w complete installation of items furnished under other Sections or fumished by the Owner non-confirmed products,to come into contact with the CPVC piping systems shall be the sole responsibility of the 6 4 The Fire Protection Subcontractor shall keep fully informed of size,shape and position of openings required for contractor material and equipment provided under this and other Sections Ensure that openings required for work of this Section are coordinated with work of other Sections.Provide cutting and patching as necessary 3 09 MICROBIOLOGICAL INFLUENCED CORROSION(MIC)PREVENTION oCO 5 The Fire Protection Subcontractor shall coordinate the utility service installations with Local Authorities, A Provide microbiological influenced corrosion(MIC)prevention as designed and manufactured by Huguenot Owners Insurer,the City Building Department and the City Fire Department etc Laboratories,101 Riverdale Road,Port Jervis,New York. 6 All miscellaneous hardware and support accessories,including support rods,nuts,bolts,screws and other such B The Fire Protection Contractor is to request and received an analysis for MIC from Huguenot Laboratories.Water • items,shall be of a galvanized or cadmium plated finish or of another approved rust-inhibrting coating sample test kit shall be specific to the needs of the new water based suppression systems Provide full analysis including an Anaerobic and Aerobic MIC evaluation.Analysis shall be based on six(6)sample culture studies(8 day 303 MATERIALS AND WORKMANSHIP incubation),23 mineral analysis testing and 3 physical tests to determine any corrosive nature of the water. c A All materials and equipment shall be new and unused and shall meet requirements of the latest Standards of NFPA. C MIC prevention system is to provide biocides and inhibitors to protect fire sprinkler systems to treat both microbiological ASTM,ANSI and IEEE Equipment shall have components required or recommended by OSHA,applicable NFPA (MIC)contamination and generalized corrosion using environmentally friendly chemical treatment programs that are documents and shall be UL listed and labeled and approved where required. GRAS approved. R.W.Sullivan Engineering 2 B Despite references in the specifications or on the drawings to materials or pieces of equipment by name,make or D Initial cleaning and all treatment programs are to be administered using Huguenot Laboratories chemical permanent WEP FPE^9n9e*9•Gob• 9 13 catalog number,such references shall be interpreted as establishing standards of quality for materials and feed equipment Permanent feed system is to allow for continuous treatment for the fire sprinkler system anytime Bo*NMavaitweb02129-1107 performance. water is flowed to the system. Phera e11FI5WW —mbrX0 a C Finish of materials,components and equipment shall not be less than Industry good practice When material or E Provide inspection and testing of the system at 6 and 12 months after installation as required by Huguenot MYS JOB 16OUDO equipment is visible or subject to corrosive or atrnospharic conditions,the finish shall be as approved by the Architect Laboratories,101 Riverdale Road,Port Jerns,New York 0 2' 4' 8' 12 D Provide proper access to material or equipment that requires inspection,replacement,repair or service.If proper access cannot be provided,confer with the Architect as to the best method of approach to minimize effects of reduced access E All work shall be installed in a neat and workmanlike manner and shall be done in accordance with all Local and State Codes o a GENERAL NOTES LEGEND 1 CONTRACTOR SHALL REFER TO THE PLUMBING SPECIFICATIONS SYMBOL ABBR DESCRIPTION S S or W SOIL or WASTE PIPING 2 GENERAL NOTES,SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL VENT PLUMBING DRAWINGS S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) GAS TIGHT BASIN COVER 3 DRAWINGS ARE DIAGRAMMATIC DETERMINE LOCATIONS OF SYSTEMS '-------- V VENT PIPING _-DISCHARGE PIPE AND COMPONENTS IN FIELD V VENT PIPING(BURIED or BELOW SLAB) INLET 4 RUN PIPING CONCEALED,UNLESS SPECIFIED OTHERWISE,AND CLEAR Z Z LU g E I OF CEILING INSERTS. W O oc cab 0,0 'r Lw LW LAUNDRY WASTE PIPING —= m o u", 1 11 H H h' Q �•O 5 THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER p W U CONTRACTORS IN ESTABLISHING PIPE RUNS AND SPACE CONDITIONS ----LV---- LV LAUNDRY VENT PIPING m p a o o E;O — ` PUMP MOTOR Iw IW INDIRECT WASTE PIPING U s m HIGH WATER ALARM ® 6 PRIOR TO START OF INSTALLATION OF BELOW SLAB PIPING,PLUMBING SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH ^Z U FLOAT SWITCH PLAN STRUCTURAL FOOTINGS,GRADE BEAMS,ETC WITH STRUCTURAL Iw CWW CLEAR WATER WASTE PIPING ENGINEER TP TP TRAP PRIMER PIPING 7 PRIOR TO INSTALLATION OF UNDER SLAB PIPING AT GROUND FLOOR G G NATURAL GAS PIPING PLUMBING SUBCONTRACTOR SHALL COORDINATE ALL EXTERIOR A INVERT ELEVATIONS WITH CIVIL ENGINEER Cw CW DOMESTIC COLD WATER PIPING _.,�' �` 8 PRIOR TO INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED HW HW DOMESTIC HOT WATER PIPING D PLUMBING COMPONENTS(I E WALL HYDRANTS,PIPING PENETRATIONS,ETC)ON EXTERIOR OF BUILDING,PLUMBING NDCW NDCW NON DOMESTIC COLD WATER PIPING 9 � Y, SUBCONTRACTOR SHALL COORDINATE THEIR EXACT LOCATION WITH CHAMBER VENT TO BUILDING SANITARY ARCHITECT AND GENERAL CONTRACTOR Do BALL VALVE �s SYSTEM SEE FLOOR PLANS -""` f 9 PLUMBING SUBCONTRACTOR SHALL COORDINATE ALL ROOF OR NATURAL GAS VALVE i GATE VALVE PENETRATIONS WITH ROOFING SUBCONTRACTOR REFER TO ` ARCHITECTURAL DRAWINGS FOR FLASHING AT ALL ROOF abd BALL AND DRAIN VALVE n 7 CHECK VALVE 45`ELBOW zoom C a 1 f PENETRATIONS DRAIN VALVE 10 SOME PIPING ON THE FLOOR PLANS IS SHOWN WITHOUT VALVES ETC � �"`` FOR CLARITY PURPOSES THE PLUMBING SUBCONTRACTOR SHALL RPBP REDUCED PRESSURE BACKFLOW PROVIDE DRAIN VALVES AND SHUTOFF VALVES AT THE BASE OF ALL PREVENTER w/VALVES STEEL COVER MANROLDLL PRESSURE PIPING BRANCHES SHALL BE VALVE D AT PEX AL OS&Y OS&Y GATE VALVE NO ®� �� p� FLOOR SLAB 11 PLUMBING SUBCONTRACTOR SHALL INSTALL TRAP PRIMER VALVES of, VIV VALVE IN VERTICAL •e.• •e FOR ALL FLOOR DRAINS LOCATED WITHIN BUILDING THE PLUMBING �j TMV THERMOSTATIC MIXING VALVE ®� st�� SUBCONTRACTOR SHALL COORDINATE EXACT LOCATION OF TRAP INLET PRIMER VALVE AND WATER PIPING IN FIELD HIGH WATER ALARM TRAP PRIMER Y1 PUMP#2 ON 12 PLUMBING SUBCONTRACTOR SHALL REFER TO PLUMBING FLOOR STRAINER Y2 PUMP#1 ON PLANS FOR ALL NATURAL GAS DISTRIBUTION PIPE SIZESNO BVW BACK WATER VALVE '- 13 PLUMBING SUBCONTRACTOR SHALL PROVIDE STOPS ON SUPPLIES TO () Q FLOAT VALVES ALL FIXTURES PROVIDE CHECKS ON SUPPLIES TO ALL MIXING TYPE O FLOOR DRAIN J CV (TYPICAL) Y3 HW&CW FIXTURES Z Q ♦D ~OED OPEN END DRAIN LLJJ N 14 PLUMBING SUBCONTRACTOR SHALL OWN DRIP LEGS AND SHUT OFF '^ Q N 12" VALVES AT THE BASE OF ALL NATURAL GAS RISERS AND AT ALL METER w/VALVES i CONNECTIONS TO EQUIPMENT V W PIPE UNION J 06 4) PUMPS OFF 15 PRIOR TO THE START OF WORK THE PLUMBING SUBCONTRACTOR (D to SECTION VIEW SHALL REVIEW THE LOCATION OF THE GAS METERS AND THE PIPE CAP OR PLUG Z _LLJ Y1=3" DOMESTIC WATER METERS WITH THE AUTHORITY HAVING W Y2=3" JURISDICTION,THE CONSTRUCTION MANAGER AND THE ARCHITECT PIPE CONTINUATION 0 Z V Y3= —O PIPE UP THROUGH SLAB ABOVE O J w (1)= Z 0 2 SEWAGE EJECTOR DETAIL NTS PIPE DOWN THROUGH FLOOR SHOWN EL U PIPE RISE/DROP Uw+ w Q Q OC W&T WASTE AND TRAP p aU p T CO CLEANOUT �— FCO/GCO FLUSH FLOOR/GRADE CLEANOUT ® TP TRAP PRIMER W&V WASTE&VENT PIPING O W&WV WASTE&WET VENT BV BOW VENT THERMOMETER VTR VENT THRU ROOF � � W VACUUM RELIEF VALVE HW_10 VIF VERIFY IN FIELD o r BLADDER TYPE VENT STACK NTS NOT TO SCALE a — EXPANSION TANK HOT WATER TO SYSTEM O N SUPPORTED FROM CFH CUBIC FOOT PER HOUR BUILDING O STRUCTURE FLASHING SLEEVE SF SQUARE FOOT o I (JOSAM#26450) I O LOW LIMIT OF WORK r� ^` COLD WATER VJ I LO INLET Cw ROOFING SYSTEM Z 16 OZ COPPER FLASHING BY LINO UNLESS NOTED OTHERWISE w cU � N F W ROOFING CONTRACTOR V&C VALVE&CAP Q UNION(TYP) �— — FM FORCE MAIN o N W INSULATION (INV XX'-X") INVERT ELEVATION V °o o°o °Oo ° °o o°o °Oo ° Z PRESSURE&TEMP ' RELIEF VALVE o FULL SIZE DRIP PIPE TO ELECTRIC ROOF SLAB W WITHIN 6"OF FLOOR HOT WATER 120 GAL O HEATER > �/ 0 _ � E N DRAIN VALVE SLEEVE 0 r 0 6"AFF o FLOOR 'o 4n 3 • w R.W.Sullivan Engineering Q NOTES: W I FP Erq WN.Code.Q=wbr" $ 1 HEIGHT OF VENT IN ACCORD W/LOCAL CODES&AS SPECIFIED Resdn2cew53WbS-Sure 2m M1 "07 2 FOR MATERIALS-REFER TO SPECIFICATIONS o Plm�(61715138T27 wrw,wwirdntala � 1 ELECTRIC WATER HEATER DETAIL NTS 3 STACK THROUGH ROOF NTS 0 2' 4' 8' d a 4 1/4•=1'-0' 0 a Z Z W N O pp, Oft N� U C O `O in W U _ OL Q W O t 0, O �_ m O CCIL v U S m 'o U Z `O U on co WALL HYDRANT SCHEDULE SYMBOL MANUFACTURER MODEL# REMARKS WALL HYDRANT JR SMITH 5609QT PB Y4 TURN,POLISHED BRONZE,FREEZE PROOF WITH q (W I) INTEGRAL VACUUM BREAKER �Y+ o� '0 sk�� DRAINAGE FIXTURE SCHEDULE SYMBOL DESCRIPTION MANRERCTU MODEL# REMARKS 1.0 FD-A FLOOR DRAIN JR SMITH 2108Y-A MECHANICAL ROOM w O J N FD-B FLOOR DRAIN JR SMITH 2O05 SHOWERS } AREAWAY,CAST IRON STRAINER,VANDAL � AD AREA DRAIN JR SMITH 2142-U PROOF SCREWS = CV U a� HOT WATER HEATER SCHEDULE z 4) z m KhGQVhRY STORAGE RATE ELECTRIC 0 SYMBOL LOCAT ON MANUFACTURER MODEL# QUANTITY (GAL) (GPH) REMARKS ZO Z c) 90'F V 4) HZ I J CL a- LU HWH-1 MECHANICAL ROOM AO SMITH M-2-12OR6DS 1 119 21 208 3 60 4 5 KW DUAL ELEMENT,NON-SIMULTANEOUS OPERATION UU Q � N PLUMBING FIXTURE SCHEDULE TRIM CONNECTIONS SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS 0 MANUFACTURER MODEL VENT WASTE WATER WATER VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, 3 P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" Y2„ _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 9 SEAT,SEE ARCHITECTURAL ELEVATIONS& i z PLANS FOR TRIP LEVER LOCATION VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, N P-1A WATER CLOSET KOHLER K-3998-0 - - 3" 2" Y2 _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 >9 ry O SEAT,SEE ARCHITECTURAL ELEVATIONS& LL• 0 PLANS FOR TRIP LEVER LOCATION m s � P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" Y2" Y2" WHITE,VITREOUS CHINA W/OVERFLOW,POLISHED CHROME FAUCET W/POP-UP DRAIN. N „ — P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2„ 2 Y2 Y2„ WHITE,PEDESTAL W/OVERFLOW.POLISHED CHROME FAUCET W/POP-UP DRAIN. N WHITE,VITREOUS CHINA W/OVERFLOW,CHROME Z P-213 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" Y2" Y2' FAUCET W/POP-UP DRAIN. UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, m N 29 Y2"x 15 3/4'x 7%"DEPTH,PROVIDE GE 0 KITCHEN K-3183 �. ,- GFC325V 3/4'HP,120V,1 PHASE,60 HZ DISPOSER, P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2 2 Y2 Y2 CONTINUOUS FEED WITH DISHWASHER DRAIN CONNECTION,SINGLE HANDLE KITCHEN FAUCET W/PULL DOWN HANDSPRAY o 4 P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ - - _ Y2, _ Y4 TURN BRASS BALL VALVE,LOCATED BEHIND o 696-G1000MF REFRIGERATOR,WHITE FINISH SHEET METAL SAFE WASTE PAN 2"UPTURNED z WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR P-5 MACHINE VALVE SIOUX CHIEF OXBOX ONE _ _ 2" 2" Y2" Y2' PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB g &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN CONNECTION&WATER HAMMER ARRESTORS. K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& P-6 TUB KOHLER K-1150-0-RA KOHLER CP 2" 2" Y2" Y2, RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, o K-1150-0-LA K-304-KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND SHOWERHEAD. R.W.Sullivan Engineering RITE TEMP SHOWER VALVE TRIM W/HANDLE, MROPEnpwi K-TS11076-4 Tm��'5aft��am x P-6A SHOWER - - KOHLER E-CP 2" 2" Y2" Y2' SHOWER ARM W/FLANGE AND SHOWERHEAD. Bmlon►�dssad,ux�02,231107 0 FLOOR DRAIN,SEE SCHEDULE. ftw(61n5xmr P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" Y2' Y2' UTILITY SINK FAUCET W/LEVER HANDLES O 21 4' e a v4•=I'-O• 0 n a PLUMBING SPECIFICATIONS 2. All buried gas piping shall be joined by welded connections. Motor will be not less than 1/2 HP,115 volt,single phase 60 cycle,1750 RPM, b) Natural gas shutoff valves shall be Eclipse bronze ball valve,150 psig air filled dry running type. A. GENERAL maximum working pressure. The motor shall be housed in an air filled watertight cast iron motor shell with M. EXECUTION RELATED DOCUMENTS c) Corrugated Stainless Steel shall be as manufactured by TracPIPE and the windings having Class 7'insulation and pre-lubricated double seal bearings. 1. Domestic Water Piping All of the Contract Documents,including General and Supplementary Conditions and installed per manufacturer's requirements. The motor shaft shall be 300 stainless steel with keyway for positive positioning a)Furnish and install a complete new general purpose cold and hot water piping, Division 1-General Requirements,shall be included in,and made part of,this and securing of the impeller. Motor end bell to be designated as a terminal valves and connections to all plumbing fixtures as required by applicable codes. Section. d) All natural gas piping installed through the foundation wall and installed box. below grade through any wall or floor of the building shall be 2. Testing of Piping Systems-General: 1. Work included:provide labor,materials and equipment necessary to complete the pipe-within-pipe configuration and properly vented to the exterior. Impellers cast iron,accurately machined to proper diameter and statically and a)AII piping systems shall be subjected to testing with water or air as noted and shall W z o 0 0 o% work of this specification and without limiting the generality thereof includes: dynamically balanced. hold tight at the pressure head stated for the time interval required without adding air �? o u 6. Water and Gas Valves or water. While any system is being tested,required head of pressure shall be o W U Q ii a)Domestic cold and hot water piping. Controls: Each pump to have auto.mechanical float control stop-start maintained until all joints are inspected. °` "' °t 0" P.., N 0 »v b)Valves. a) Ball valves shall be all bronze designed for 300 psi water. Each pump to have high water alarm with float,horn,silencer and test x c)Hangers,supports and sleeves. button b)All tests shall be witnessed by the local inspector having jurisdiction and the U Z 09 d)Insulation. 7. Hangers and Supports Architect/Engineer,with 48-hour notice given these authorities. a e)Core drilling. 1-30"diameter deep fiberglass basin with inlet and anchor flange as _ f)Plumbing fixtures. a) All piping shall be supported from the building structure by means of required and 34"OD steel gasketed cover with all necessary openings. c)All equipment,materials and labor required for testing any of the various systems or �, g)Reduced pressure backflow preventors approved any part thereof shall be furnished by this Subcontractor. h SanitaryWaste and Vent Piping hangers and supports. Piping shall be supported to maintain �� f n. P 9 i)Floor drains required grading and pitching of lines. 12. Water filtrat,on at Kitchen Sink shall be selected by the Owner&priced by d)Water Piping Systems: test all sections with air to at least 150 psi for a period of j)Coordination with all other trades plumber. one hour. k)Testing of all systems b) Hangers for uncovered(uninsulated)copper piping shall be factory 13 DRAINAGE SPECIALTIES 1)Disinfection/cleaning of all water systems applied A. Before setting any drains,cleanouts or wall plates,obtain from the Construction e)Sanitary waste and vent system: test all sections with water to at least 10-foot head a m)Seismic plastic coated steel clevis hangers. Manager/General Contractor the exact information relative to the finished grades of of water. `v_ n)Radon Piping the top of the drains and partition locations.All drainage specialties shall be of the size o)Gas system 8. Sleeves and Escutcheons: approved sleeves for the passage of all systems noted on the drawings and shall be equal to the figure numbers scheduled below. f)Defective Work p)Meters passing through walls,floors and partitions shall be furnished and set by this Drainage specialties may be Zum,Josam,or JR Smith Company. 1)If inspection or tests show defects,such defective work or material shall be subcontractor. B. Wall Cleanouts replaced and inspection and tests shall be repeated.All repairs to piping shall be q)Water service r)Water heaters 1. Cast iron supreme cleanout tee with tapered threaded plug,round stainless made with new material. No caulking of screwed joints or holes will be acceptable. s)Sewage ejectors a) Sleeves shall be one piece galvanized Schedule 40 steel piping. steel access cover with securing screw.Jay R.Smith,Zum,Josam or Approved t)Area drains Equal.Jay.R.Smith#4530. g)Natural Gas Piping L� b) Escutcheons shall be chrome plated heavy brass fitting the pipe passing F. Floor Cleanouts 2. Related work:the following work is to be performed by others: through finished floor,wall or ceiling and shall be set in mastic at all 1. Floor cleanouts shall consist of dura-coated cast iron body,no hub or speed set A. Test pressure shall be a minimum of 10 times the maximum working pressure �e�,� isk sleeves through floors. outlet,tapered threaded plug,adjustable nickel bronze top,J.R.Smith or approved and never less than 5 psi. OF a)Cutting and patching. equal. B. Test duration shall be 30 minutes for each 500ft3 of pipe volume tested.The b)Electrical connections. c) All penetrations shall be fire stopped to comply with state building code. For concrete floor-J.R.Smith Model 4025 duration of the test shall not be required to exceed 24 hours regardless of volume. For vinyl composite tile-J.R.Smith Model 4145 3. Submittals: submit shop drawings,catalog cuts,product data,etc.,as required. 9. Insulation For carpeted areas-J.R.Smith Model 4025Y 5. Disinfection of All Water Systems For heavy traffic unfinished areas J.R.Smith Model 4220 CD 4. Codes,Ordinances and Permits: conform to all applicable codes,obtain all a) Scope: all water piping,fittings and valve systems shall be insulated. with cast iron top. a)All water piping systems,including services out to point of connection with mains 04 permits,pay all fees. b) Materials:the following materials are specified: G. Drains outside building,shall be thoroughly disinfected with a solution containing not less Z N 1) Pipe insulation-fiberglass. 1. General than 50 parts per million of available chlorine by this Subcontractor.The chlorinating 5. Record Drawings: prepare and submit one set of reproducible record drawings of 2) Fittings and valves insulation-moulded or fabricated fitting covers of a. Floor drains,shall be of one manufacturer and shall include material shall be either liquid chlorine or sodium hypochlorite solution. o 0 N equal thickness and identical in composition to adjacent pipe all options and accessories as scheduled on the drawings, b)This work is to be supervised b the Owner's representative and performed b an Z all as-built conditions. q P 1 P P p 9 P Y P P Y m Q Q) insulation, or as required by the installation conditions.Plumbing Owner approved chemical testing laboratory and results sent to the Architect or his U 6. Guarantee: guarantee all materials,items,equipment and workmanship furnished 3) All materials,including vapor barrier jackets,glass cloth jackets, subcontractor shall be responsible for reviewing the representative for verification.All costs shall be borne by this Subcontractor. LU E and installed under this contract for one year as required. adhesives,etc.,shall be fire retardant. architectural plans and details to determine these c)The testing laboratory shall submit a summary of the test procedure to the Owner J U Z U installation conditions. for approval prior to any work being performed. All work to be in accordance with the w O 7. Workmanship:the entire work shall be constructed and finished in every respect c) Insulation Thickness: the piping,fittings and valves shall be insulated b. Installation condition to be anticipated include,but are not Owner's requirements.This Subcontractor shall provide any and all valves,pipe and Z V) Z t� in a workmanlike manner. with the necessarily limited to; connections required to disinfect the water supply system totally or in part as required. O following minimum thicknesses: domestic cold piping-1/2"thick,hot water 1) Square or round tops Provide isolating valves and draw-off valves for proper containment,phasing and 8. Protection: this Subcontractor shall be responsible for his work and equipment supply-1"thick. 2) Adjustable grates flushing. N Q until finally inspected,tested and accepted. Close all open ends of work with d) Finish-Concealed: vapor barrier jacket on all water piping which shall 3) Trap primer connections o N o temporary covers or plugs during construction. Protect work of all other not be punctured or disturbed. All service jacket shall be furnished. C. Drains connected to the sanitary,shall be provided with a D. SEISMIC BRACING trades from damage by his work or workmen and make good damage thus Fittings shall have PVC jacket. means to accept a traps primer water connection,either caused. integral to the drain body,a connection to the outlet piping 1. The Plumbing Subcontractor shall provide all necessary design and e) Application or a trap with an integral tapping. materials for seismic restraint and protection of piping and devices against damage 9. Coordination of Trades: coordinate fully with the requirements of the owner and 2. Floor Drains where subject to earthquakes as required for the entire plumbing systems within the Contractors of other trades to be installed satisfactorily and with the least 1) General: all insulation shall be installed in strict accordance with the a. General floor areas and other wet service areas: building. All isolation and seismic devices shall be the product of a single O possible delay or interference. manufacturer's recommendations and shall be applied by a qualified 1) Jay R.Smith,Zurn,Josam or approved equal. manufacturer. Products of other manufacturers are acceptable provided their systems insulation contractor. 2) See Schedule on drawings. strictly comply with this section of the specifications. Provide isolation materials and >_ 10. Examination of Site seismic restraints complete and as manufactured by Mason Industries,Tolco or a) Visit site and inspect all conditions affecting the proposed work. 2) Piping: pipe insulation shall be installed with vapor barrier jackets drawn 2.08 FIXTURES,EQUIPMENT,SUPPORTS AND FASTENERS approved equal.The work under this section shall include the design,furnishing,and b) Verify all governing dimensions and elevations and examine all adjoining tight and firmly sealed to assure a positive vapor seal. A. All fixtures and equipment shall be supported and fastened in a satisfactory installation of all restraint devices and systems as may be required for the plumbing work on which this work is in any way dependent. End joints shall be covered with 4"wide butt strips of material identical to manner.Where wall hung fixtures are secured to masonry walls or partitions,they system including,but not necessarily limited to,the following: vapor barrier jackets,and they shall be drawn tight and securely sealed. shall be fastened with 1/4"through bolts provided with nuts and washers at back.Bolt V 11. Identification of Materials The use of staples,bands,etc.,to secure insulation will not be acceptable. heads and nuts shall be hexagon,and exposed bolts,nuts,washers,and screws shall a)All Plumbing system piping as required (V a) All piping shall be identified in accordance with ANSI and OSHA. be chromium plated brass. r1/ O r-- 3) Fittings and Valves: moulded insulation on fittings and valve bodies shall B. Where secured to concrete or brickwork walls,they shall be fastened with brass b)Piping penetrations through floors and walls. a L.L 12. Valve Tags and Charts be same thickness as adjacent covering and finished neatly to match the bolts or machine screws in lead sleeve type expansion shields and shall extend at m a) Provide valve numbered tags and charts indicating controls of valves for all adjacent pipe insulation. least 3 inches into solid concrete brickwork. c)Sleeves with clearences around the outside,as recommended. piping systems. 2.09 PLUMBING FIXTURES AND TRIM a � 4) Hangers and Saddles: special high density inserts of calcium silicate, A. Acceptable Manufacturers:Submit manufacturers not listed below for review d)Certification of seismic restraint designs. cellular lass or other approved material of the same thickness as and approval as specified for substitutions in Section"Quality Assurance"in this N B. MATERIALS 9 PP PP P tY 0� adjacent insulation shall be installed at points of hanger support.Insulation specification. 2. Submit ten(10)copies of descriptive data for all products and materials, - N 1. PVC Soil Pipe and Fittings(Above Grade) inserts shall be either 180 degrees of 260 degrees and not less than 18" B. Fixture Trim and Accessories:Provide fixtures complete with fixture carrier, including the a) Solvent cemented,schedule 40 PVC waste and vent piping in in length. The entire insert shall be covered with vapor barrier facing of faucet,flush valve,drain outlet,tailpiece,P-trap,and stops and supplies. following: a Z conformance with ASTM standards and State and Local Codes. Can be the same appearance and quality as the facing on the adjacent covering. 1. Finish:All trim exposed to view shall be polished chrome plated. Z used on all above ground piping. Insulation at anchors and supports shall be neatly cut and fitted. 2. P-Traps:Cast brass adjustable P-trap with cleanout plug,ground joint and 17 a)Catalog cuts and data sheets for the specific isolators,restraints,and all other items gauge minimum weight extension with escutcheon.Provide Chicago or McGuire to be utilized. 2. Cast Iron Soil Pipe and Fittings(Below Grade) 10. Domestic Water Heater shall be Bradford White Model M-2-120R6DS Electric #80901 1/4"by 1 1/2"on lavatories and#80981 1/2"by 1 1/2"on sinks. to a) Bell&spigot service weight cast iron soil pipe with neoprane gasket water heater. Heater shall be rated at 4.5KW,240V,single phase,60 Hz and listed by 3. Drain Outlets:Provide drain outlet of the same manufacturer as the fixture or b)Calculations to support seismic restraint designs. joints. Shall be used on all underground piping. Underwriter's Laboratories. Heaters shall have a maximum working pressure of faucet trim with chrome plated cast brass plug with 17 gauge minimum weight 150psi,a nominal storage tank capacity of 119 gallons with factory installed T&P relief tailpiece.Provide 1 1/4"tailpiece on lavatories and 1 1/2"on sinks. c)All calculations,details and other submittal materials shall be sealed and signed by 3. Pex(crosslinked polyethylene)Water Piping shall be as manufactured by Uponor valve. All internal surfaces of the heater exposed to water shall be glass coated with 4. Stops and Supplies:Chrome plated,brass with stop,Chicago or McGuire a structural or civil engineer registered in the state and qualified to perform seismic Wirsbo. System shall be a manifold-home run system as depicted on drawings PermaGlass commercial grade glass coating. Electric Heating elements shall be a #170LK,escutcheon flexible riser.Refer to other Sections herein for information on design calculations. and installed per manufacturer's requirements. lower and upper zinc plated copper sheath,screw-in design. Element operation shall transition between materials. o be double element,non-simultaneous,with a minimum recovery rating of 21 gallons 5. Joints between wall mounted fixtures and wall shall be sealed with caulk to d)A seismic design liability insurance certificate must accompany all submittals. 4. Copper Tubing and Fittings(Type L) per hour at 90 degree F temperature rise. The controls shall include a thermostat with match fixture color. a)Tubing to be Type L hard temper with wrought copper fittings.All joints shall each element and a high temperature cutoff. The jacket shall provide full size control 3. Code and standards requirements shall include,but not be limited to: be soldered with a lead-free solder consisting of 95%tin and 5%antimony. compartments for performance of service and maintenance through front panel E. Water Closets o Shall be used for all water and gas piping.Must meet 2014 NSF Lead openings and enclosed tank with foam insulation. The brass drain valve shall be 1. Refer to schedule on drawings. a)Applicable State requirements. Reduction Act. located in the front for ease of servicing. The outer jacket shall be baked enamelCn finish. Heaters shall have a limited warranty for residential installation as outlined in G. Lavatories b)NFPA 13 and other applicable NFPA standards. 5. Natural Gas Piping the written warranty information. Code Compliance:CEC,CABO,HUD,BOCA 1. Refer to schedule on drawings. a) Black Steel(Natural Gas) National Codes,ASHRAE/IES 90.1 and 2004 NAECA. 4. Manufacturers working in this section must provide a seismic design liability o 1. Black steel pipe shall be Schedule 40 conforming to ASTM Designation H. Sinks insurance certificate and certify their ability to provide engineering and design a w A53(seamless type). Fittings shall be black malleable(threaded or 11. Sewage Ejector 1. Refer to schedule on drawings. required by this section.This certificate shall be submitted to the Architect for r R.W.Sullivan Engineering p rior to an W&1FPFjVw1+g.Cob.Canmisgoniig � flanged)150 pounds,conforming to ASA Designation B16.3. Shall be used P y TM S*A CWW 99Mans.sb M : for interior gas. Gas pipe dropping in concrete block walls shall be Furnish and install where shown on plans in each townhouse one 1 Weil Pump L. Shower submittals. ^��' 1tQ' o factory wrapped with corrosion resistant covering No.X-TRU coat or Co.model 2428,submersible sewage ejector,pump rated to deliver 50 GPM at 1. Refer to schedule on drawings. aws aea ,saseoo scotch kote. 15 feet TDH. Pumps to have stainless steel shafts and cast iron impellers. 0 2' 4' 8' i? v 1/4'=1'-0' 0 e a N z z LU E III CC 0 4n CN 0 U In LU U UA 0 1.;;0 0 a z U 0 N 14,0 now V40, 0 1 D Y4"CW -I 4"AREAWAY Dql%S-410 j PIPE TO FOUN L cw AD DRAINAGE SYS A, y4" 0 S Cw HW 40 pr V Av,� y. Yj'Hw 2"W 2"BV GAS TO UNIT C2 XFCW 2" SEE UNIT C2 DRAWINGS 3"S PACKAGE FOR CONTINUATION Yj'HW GAS TO UNIT A X2"CW SEE UNIT A DRAWINGS I -G PACKAGE FOR CONTINUATION C) PIPE Y2-CW&HW TO z 04 Lij REFER TO BASEMENT PEX MAINFOLD PIPE Y2-HW&CW TO LU V) Y2.'CW------ P-2 1Y4-G(241 CFH) S PEX MAINFOLD Z'G LU z FLOOR PLAN @ ON THIS 71w&V --4 1"CW V) < C1,4 Y2"HW X;CW, 111Y4"G < --J - DRAWING FOR TV T-4-2-V PIPEY:,-CW&HWTO DOMESTIC WATER SERVICE 0 CO CL b yzCW P-1A PEX MAINFOLD FP SERVICE ADDITIONAL SCOPE OF 3"S OL-*" -cw R F 0 E S % cw REFER TO CIVIL z 0 (3) WORK Cw, y2"Cw Y�'G G DRAWINGS FOR U HW CONTINUATION —J ,\,—UN 2"V—=Jw P-6 X2"HW 't ITA (1) UNIT A GAS UP TO ABOVE 2"W&T HW =V2"CW to 0 0 3. z cw U GRADE BY PLUMBER M Y2.CW Cw— Y�"HW 0 11 . j i-- Y2"CW In HW G CL CL DOMESTIC WATER SERVICE FX UP TO ABOVE GRADE BY SITE CONTRACTOR U X2"HW —4"--1" C/) < I.- 4"RADON— 2"V FP SERVICE LU U < X2"CW T*S 0 ZILW BY GC BELOW SLAB yFCW G (SHOWN FOR COORDINATION ONLY) RE Y2"CW Y:�HW rlY�"G UNIT C2 GAS UP TO ABOVE FLOOR L ADDITIONAL DOMESTIC P To ABC P SERVICE(SHOWN F, 71W yyCw (301 CFH) GRADE BY PLUMBER X2--HW 41 0 S UNIT C1 GAS UP TO ABOVE GRADE BY PLUMBER "G yi-cwl /,4 O Z,W&V IQ >— FDA Y2"HW TYPICAL FOR 2 3"W PIPE Y2-CW&HW TO PEX MANIFOLD 4- z Y47G(60 CFH) 0 0 • SIMPLEX SEWAGE EJECTOR SE-1 I SEE DETAIL PIPEYj-HW&CWTO 2"FM mn INDIVIDUAL FIXTURES FM YZ Hw LO HW 120 GALLON ELECTRIC HW-M HOT WATER HEATER Hw • HW HWH-1 IIHWN—HWPEX MANIFOLD ow C JIM 1"HW VALVED DROP cwgm 1.CWVALVED DROP CW PEX MAINFOLD COORDINATE PEX PIPING cvv-m ELECTRICAL PANEL CW1 4" m TO NOT RUN OVER cw] THIS WALL —__j—Cw Cw y4" *1 WCW 0 _j O 4- O R.W.Sullivan Engineering Mfkg.C, The S*d Caw.529 RM SL Sn 2M BASEMENT FLOOR PLAN W/ WALKOUT FINISHED BASEMENT FLOOR PLAN V&JFPft 0W.C=**"BoAA Mamm'Awts 02129-1107 SCALE:1/4'=1'-0" 2 SCALE:1/4*=1'-0" RM(517)5mw wkwwjwA.&Qn= Rmic8l Imam 0 21 4- 8. 0 ZZW n:o E,0 N = N C4 U HN�- >o CO 0 W V Q O OCQ'- O t2 Qp O ;a N V S N V Z O w U Q IA tv NOTE �� d ON UNITS W/WALKOUT BASEMENT l� t WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,T-5'ABOVE GRADE yWHco e�* j� •�, Y2"HW TO DISHWASHER ` _p °` P 3 PIPE 2"W FROM DISHWASHER �•r .Z,.J�': : r`r /4'CW TWBV TW&V Lz ° TO SINK TAILPIECE Rye.��;��-,�''. - Y22"W Y2"HW life fee n'HW '"`s' �. �'` TYPICAL FOR 2 P-6A TYPICAL FOR 2 Y CW FD-B -V TW&T z'W 2" -�a 6.•, s. 2"V�• V—�• P-2B P-2B 1"G(136 CFH) YY22v W Z V W 1"G(136 CFH) y= c3i = O Y2"CW Y2"G(25 CFH) ••• YZ'CW ��=: P-3 f-3"S P-1 • _ y x- 2"V b �"CW of TV 1Yq"G(161 CFH) 1-0 G Y2'CW r— Y"G(25 CFH) 3"S Z O Y2"CW P-4 O U N LL � N 7'V--gyp G • CW TV—• V) _ —1Y4'G Z (241 CFH) C*I I DOMESTIC WATER METER dS J 3 S MINIMUM 12"AFF • -a• Y"HW CW W/SHUTOFF VALVE C%HW Y2'CW " Cw START OF PLUMBING WORK 0 TV�"• P-2A y CW DOMESTIC WATER SERVICE DOWN TO 4GAS DOWN TO BELOW � O I I � BELOW GRADE BY SITE CONTRACTOR GRADE&VALVE BY PLUMBER 0 O - U Y2'CW Y"HW TYPICAL FOR 2 TV P-1 (2)Y..CW Z H Y2"HW Y2"HW F—UNIT A GAS METER 0 m 2"W&V ^ Y4"G(80 CFH) YZ"CW I START PLUMBER'S WORK F2_ ___ III TYPICAL FOR 3 J Y2 HW =N —UNIT C2 GAS METER w U Q � 3 I I Y2"CW LW cn 2"W&V GAS METER ASSEMBLY Y"CW Y2"HW f BY GAS COMPANY 2"W Y2"HW TYPICAL FOR 2 `\TYPICAL FOR 3 YZ HW Y2"CW 2 V `UN1T Cl GAS METER HW—�••�.)p ��}�p"CW 2"LW •N •N 3"S Y"CW P-5 2"W&V —g0• ••• N- 3/4"G(60 CFH) I Y"CW GAS SERVICE UP FROM T CW 7'LWBV Y'.,HW P-2 2'W&V BELOW GRADE BY GAS P-2 Y2"G(20 CFH) YZ'CW--� = Y2'HW •N Y"HW = O Y2"CW (2)7'V l � rY2"CW Y2"CW COMPANY YZ'G(20 CFH) P 6 3.. cl TV GAS METERS MASTER P-Z /4 G(60 CFH) TYPICAL FOR 2 2 W 3"S � 2"W&T 4"RADON SHUTOFF VALVE,&GAS HVAC UNIT • • • (2)YjHW PLUMBING CONTRACTOR TO Y2"HW REGULATOR BY GAS Y"CW 2"W PROVIDE INSULATION ALL 4"RADON COMPANY P-1A P-6 (TW v PIPING IN UNHEATED GARAGE a Y2"CW PLUMBING SUBCONTRACTOR Y2"HW Z TO COORDINATE W1 G C TO TV r I, MAKE ALL NECESSARY Yz"CW V PROVISIONS TO PROTECT 3"S a N PIPING FROM FREEZING 4"RADON o O C a o � r— � = m 1 z r-- ULo � N a CV Z �E J a) wCW WH --�—--- - -...� - - ---- . ......._........ .-._. 0. C a c a a SECOND FLOOR PLAN FIRST FLOOR PLAN 2 SCALE.1/4"=1'-0" • SCALE:1/4"=1'-0" r m a R.W.Sullivan Engineering R NEPl�Engnedfrg,coat. g Tm SduaClcffw.5svm sL s&m x Boston,Mumftsm 02129.1107 0 ftw(617)5nw wwrmt iranmm Rws im a 16016 m 0 2' 4' 8' 6 u a 4 1/4'=1'-0' 0 e a N Z Z W N 0 pp. to _ ;O U d O W V _. ac in W O t p 0 O a- O C �a m V Z � U Q �. ID c2y2'v z'vim----- -----r-----------.J—__—� � - r � c I CA (17 I I ry 3'V PIPING RUN I � IN ATTIC SPACENo CL I w 04 o I 0 += z'v —_--4 0 N J CV U- 4"VTR U- I p o I p E I II o m 0 I � I N w Lii J Q H -3"V PIPING RUN L QU IN ATTIC SPACE I 1 ®\-2"V �z'V —4 RADONTHROUG �2'V \\-2"V I I Roos � �•.--z,v � O 4"RADON z'v 4"RADON RUN IN ATTIC SPACE 7W Z - O N A O U � L0 N 0� a N � Z O yyC V J O QU 4 • a --------......--........................... - w 0 0 O i a ROOF PLAN I SCALE:1/4'=1'-0' o m R.W.Sullivan Engineering ►VIREnpimp,g.Coat.C*T.n swft 5 The SanmCeft 5NftSLstb203 8mb%mauaft3rb0 129.1107 0 ftw(8m5mw MYS Joe 0 1606" a 0 2' 4- 8' u i 1/4'=i'-0' 0 e a hD V Da K VE TWIT CUTE MDT-♦ KI N F1 V PM NT IE9 II.010TO�d10 IW \\ /D WACDHE"To 1Kf3m `� 914. Is* (1If oeEl6; n g y 17 19 121 123!• _ tA137C I 111 113 Its 1 -1 111Z� LU R'A'-:w,25,27 LAVEWLT LAW ` 6 ROSE LAN E - UNIT 11 !3 != �,;-� � I �� '5.14,16,181A LM'E C t L . sty. I S �- Lai, . t --� I �� ,� VE'CER LME { ( Ia ci.Um -15,1;,19 IAVCK6 I" WATER SUPPLY' -c - 1:s is { 0RISTR'F'-9.11,1:IAVE►M-M RYE BROOK 9 N Y w 1 t R 122 n3 13 CLUSTIT V-35,7 LAVI:'Qf)`.R LAN` 1 sTarc Ps'. ��P IIPA f--, !„ I" CW R -2.4,5 LAVE'k)ER ill ! RESID PSI. 4C PS' ilea � #1 p 'b-0 CLLi H C'-2.4.E RICST LANE F{CVV: iC5C GPM ; 0° L-,� A a-�,:-TIE 1 aea � � -10I2,14 ROSE u5E ' Iln 1te�-^ r��h ; I I CLUSTER'r-3,5,7 ROSE TINS his 1141 Ci.-UH,'S'-15,1F.20 ROSE W 1t� 17112, i f3 j S0`r-V.,1.13 ROR LNlE Y 412 ('•'�!is 11D J ` ' -I' V-21.23,25 ROKEYa'T IU LANE 1 _ 1q LANE 1U to IV!L"RfA11!fV �KLE T ': 15 t7 NOflr i R ! 11C� ) I 'S► 'Sr'-9.11,'3 HOttElStf�"fi:F!Nr7 I a E tlEr0DlhD WIN J" P.b;5 912+ y+1� WOOD SCPEWshsxll �• '.' _ 114\ �� `' (tt r°IS .`dK°-11,13,15 PR.W—LANE , 11 // v_ �� . ^_' ULY IQID 1wFFA _'J'S1Fi�t�i1h1R-21 23,25 ti iAi(E NFPA-13D GENERAL NOTES , _ Iff ! 1 1t 119 { E 13,15.17 JAWIE LANE ' �'J i ; ,-�= ! TF6 tDDUui vs t I \ �� P pE /i C �t!n I �'-7�,I:"g LANE 10 SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) / 1 t RJR A 1 IT TiE nos"II1SaFttW J /� l �e 1!1\\ •; - •`,��:-�,_•� iW�oT Tiff CLusT1xC 1lF15 s't � t;� � !1` � �_ •.i`�'`IIe ; •'3Si 'XY.'-2,4,6,iIShGNE L4'iE & po i �_+ 1,3.5 JtiSI11NE LAW SPliQ,1SLER SYSTEM IS a HYDRAULICALLY CALCULATED 1(T SYSTEM ` } 1• !!; ♦%� ,1u T ►tA -� I r �. i 9� n r� 11t ! az-4.r;,s Tar eER�ca>PT M%G HAS MIN SLED 13SWC A LIGHT HAZARD OSSITY Or.OS GM OVER HOST REMCIT 4 S nOWLERS E E �� n%/� I �1 STS• '-3.5,7 WLERRr COURT i IN A COMPARTV4NI USING NEWR471AL SPRINKLER HLAOS \ OFFSGTSiAnGER (� t \♦Y('Iq e p �,�Aa JJ !t 1c i L'A)M LAA SPRYA(LER HEAD S°ACING-324%q ft. WOC10 TRLW OR BEAU-/ I i I MOOD SCiE--W 1+1C a t 12' r Y+ , 9S0 SIT i SYSTEV DESIGN PER N r.P.A 4131)(2010 ENT0.) t � I frn R +E!9 xw:oo TRUSS SEW �� O;PIPE MATERIALS ALL P!P= NC FlrnNCS QAZEUASTER csti�A ARE - -------•---------- ---•-----•--•-•---._.-�.�:-�:-_�------- 1� !�It �� ,� 1s �1' � - --_ — OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL 3O CONTRACT INFORMATION Atr.S XT.S. ------------------- h 12 WORK UNMR IRS CONTRACT CONSISTS OF THE FOLL0101M _ 17ESIE:t.Ann INSTALL a tKR11UffG samac>.ER SYSTDt PER n.F.r.A-tar 2010 EDITION -DRAFT STOPPING SHALL BE PROVIDED BY THE 011WR IN ACCORDANCE 0 N THE'B C 200!Eta:1CN — �- ; o i -eAT.,Roudr LESS KHAN ss SOTT SHALL BE IN COalPWCE VATH THE REWIREMENTS Or NFPA-13D ; � - -- , !rr J ! SITE PLAN_ ALL BATi4RO=ARE NONCChMSTRE SHEET ROCK WTH A 30 Aa THERMAL BASER -- i j I I� ;� ,• I ---_--W T. _._-._.._. wet CaRm, / -DEW 16• ,�� i. -aDSr LESS THAN 24 SQFT STALL BE IN COMPLIANCE 1MTH THE RCoIAROF_NTS OF NFPA-t30 to- ;! ---_ ------ t ' ►Ia 9'aTF YALI�W anoaT- I { u.DSETs ARE CONSTRUCTEr OF NON''MMSTtBLE SHEET ROD V6TH A�11%THERMAL VARREe 1• -ATTICS ARE NOT USED FOR STORAGE AND DC NOT CONTAW ANY Fir-FIRED F.WPUEN7 - f t do. , -- II_--- --__-_-_ ._-- -_._._--•--++i. t!I ! T' ; I' �3. _� - : - it �; f I { i � `- (- --•- !' _--�--.__----__------------_. ._.- I i i I i { UTILITY --_--_-- FINISHED -y_ I ! !I STA I I d { !1 `' I�- BASEMEN !NOTES TO THE OWNER ! i ; -- --- ___ UNFINISHED j 1 i FINISHED i I` _.___---._-____._..___ ! ►f j PER NFPA j { ------ 1 i UTIL.i1Y 1 E B/tSE h 11E NT 6 9'MAINTENANCE ! ;I i 6.9.'THE OWNER SMALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM i AND SHALL KEEP THE SYSTEM IN NORMAL.OPERATING CONDITION ! � � " ---'' f f ' + i-1-- - ----•-------•-----•---•- I I f 1 ' FINISHED ?•* ±- �; 1 i i : I+, i i 6.9.2 SPRINKLER SYSTEMS SHALL BE INSPECTED,TESTED.AND MAINTAINED IN ACCORDANCE E WITH NFPA 25 STANDARC FOR THE INSPECTION.TESTING,AND MAINTENANCE OF j �I BASEMENT ,-•' L 1, I C-tD � ! I I E � �_ T WATER-BASED FIRE PROTECTION SYSTEMS j :" t !i ° `. ! ' ? �' ! 603) I - i I!' ' A.6 9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE 11 ---L}1 8� 11f t t1� `, -t1C - 1� OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION _a _�••_ — IP 1CD[.fl F100B 1 ,_, 11 L B-6 ';I -♦ e_E'' i ^ : 't i 1 }r.__.._ t1f-..... _llr..1.1}---17f— — -IJf FOR FURTHER INFORMATION SEE NFPA 25 STANDARD FOR THE INSPECTION.TESTING.AND MAINTENANCE , �. t -__--'�.1___._..�.g-fi�— , , OF WATER-BASED FIRE PROTECTION SYSTEMS i -— -'?1 ,i' o -_ I I k - i ii1-043-7h 1-3 ADDITIONALLY !! +fI L.7 LJ E R+tlh t0'-b —! �: .� —�',}, II.1-—--_----------------— ------ ITONr-=- ------= =---- 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO j I , " I:j - i ! t 2 s• �! _-__-_.- ---_ PREVENT THE WET SYSTEM:FROM FREEZING 1 ...._...... ......... F1 It " --- - -- i' 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO NI,41NTAlN THE SYSTEM. } F + I ) r 6_b d;—_—^ 1!.__._,_ _^i_^�__1r_ f ' t 3,1 THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY. r y -I , , THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY ' --5--- --�- �+ T ` �1AIATHq� mac• ` l , t ! ! I Q (N' i S: ! l A, tL P E R h�l I '^/, ' I cum h�I ti!�� `e'—� I'' I I != i ~' T ti►`-s^�-0� I LE' 11 BATS! ''' { I To BATH t1r rC1AL1 IRE'r29•sCa13iTC BARM L WIVE W.ca�r9WI!NOW WPEP Stl6Ch-1 � I� � � �'! 1: I ' � ! .. �{ -�;i I I' '' N HED,PANE I r► .i W WWIK MM Z4,MM DW tart=110.ORR WOW M' «-- N , 1"` - - __.__._ `— -- - i S B L# 2 »�F>� �� 1'Tl�/WIi�11 �_� — _----—--- 7 1, _ d _- o O :A � � Z ti �. UTILITY • �2' i eoa I 1 i CL T1S' d I -t t 2•rn woe•9sMuw Tl iDLE Oak CTTm rt;mT1aT wm I -- I �� - - ------•_--•! I � SDQTD I)JTIOfLY WIGS 8!A'CQdrq A tNIBYitL IAfIPEA StrdDIES +. DATE APPRO'V 2017I — -- U eo- �,; i r-r M IrM'I m11TI r MW om Eucma ASS w M -SLIM Bu MY WV:en,Coln,;A RRIK AM MM / _ • L°_E ' L r usI cool:'smum►er m1stF DEa aatc�AST®n 1 — OL LINE OF BUILDING INSPE T R, iliage of Rye Brook,NY ► LE-C - I � ramft, A'�iDIM WM I I ! ; �o�E"F ., sOe 1 _ 1 ik!STAIR ►! ♦ io i -'K 11CIRAI 'Yei'StiEAFD aTRIJIlA111t1L1E Sttt CDII6tld AR TN6ER SlIDI +1 - t•,'I o { IUNEXCAVATEID! WE TWIT FLOV S ♦ .- - i 11f RC,AUC I�LT'I�FT•TROOdF NM10IE dlllt$R E6EA WOW nDII b'• i � N T o k `� I I r� iA,ol WER FIORK OW 8 t'IFSF/m WIN �- �- UNEXCAVATED i j 904 �^ -_-- --- 1 sos sos -i ; UNEXCAVATED I _I. IJ -f H A+t { SLAB 014 GRADE ' ' ' ----- — — �' ------- I —�- AE Dt,GRADE I i I �S I I ♦� _ ,• -- - 8-b t `*ems /Ot t t Q'• ,s tk i4CTA>!K IIOOEL 728•STAE IBI a11rBlE VAIk'sill L17i1r A IREIInI Ir1ntF SIRIDI -w OUT to 90a N, 1 4- - �; or ycig 1C YX 24r ER=DW 1W1E W WNW EN FRE SERa AVER A>?P1T EM I _,�----__-_-- -- oIr 9InOt WO Pli FF busE a IES7/QOW tx1E 4 I_ UNFINISHED UTILITY ` m ►� UNEXCAVATED UNRNISHED 1 fir CW 1110011 1247'CADDIE DDED NK COtllxl ow itAliR9 6% t1 WE TIFF ROn 91T!D IWFR RMR axE A 1'TFFrbeAu VtiLVE S-AB MI GRADE j UTILITYIE -Oj NCINUC.NK*W SOTf>i r WngSki W&E W CWIBAN A WOW M 51 M art^ -4Me ,A� .• t G06 0. r { e `_ INEXCAVATEDEal LAIC DV AUG 2017 S03GRtCE I ' k— — ' 7 • 1 509 19C7 i f OETC in MW eflim liltit, &MI11%•TouSSETLTM 'I LAGE OF RYEBROCK BASEMENT FLOOR L- '--------_-----1 -_--- --___-_ _�! I -----z ! �— D i N PA RTM EN r ELEV.=0'-G' r`UNEXCAVATED I UNIT"U" UNIT A UNIT"Cl" 1 gAQ� r FLOOR FLQ ATIONS "y • BASEMENT Tc'IRST FLR.4-6° SASEMAFNT FLOOR FIRE SPRINKLER SV STEM RISER DETAIL FIRST FLR.TO SECOND FLR.= 1 O'-�r F/RE PRO TECT/ON PLAN/ N.T.S. ---- _ �"oFr ssloN SCALE.-1/4 1'-O" I SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided: ( SYMBOL DESCRIPTION SYMBOLI DESCRIPTION ORAWINE TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor Head Cabinet,spare treads and head wrench per NFPA 13 ! , 1nCRaitlrll:Fel;;uXKQ -V Ipg�,�44��pf,EQIT Ekrr K,•Ky�ptES�Ef gltlrp>� PROJECT:KINGFIELD DEVELOPMENT 2.All dimensions shown are:end to end Provisions for flushing connections and draining of all pipe I REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 3 High temperature heads are to be field installed wttere required. -Inspector's test connection shall be provided for each s Lem C'•"= ELEYATAhtIfl�67TCPOFStI'e, t CONTRACT:DODO 35 ' (•-�7 EUVATV1AMFKWft0M 0 Pdt fGs56,Q117ceE 01aE0otlFAE�F�?IDExfss' EP to NNE*KS6 g2Ei70EGREF Sa 1�TI15 GENERAL REVISIONS 7/6/17 CITY:RYE BROOK STATE:NY ZIP 10573 4.AN pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs � (1cs �-o) E�►ATAncrTCPOFs, GENERAL REVISIONS 7/26:i 7 CLIENT:THE WARJAM GROUP PHONE:1914)761.250 CONSMUL'TION:WOOD 5.Gridded wet systems shall provide a relief valve per NFPA 13. LeL LTD. 6 All new piping is to be hydrostatically tested at not less than 2ODpsi It is the building owners responsibility to provide adequate heat for all areas in the �'' 'F'Wsi'RISDE mtiR7rD2DKrA i«u ltila N'r I�<.®tlSl)ECAf$Sxi TAT1T1 1 - ■ O t for 2 hours.or at 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system and for all ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 water filled supply pipe,valves' -7'� ��'�"r`� OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:1057S --'- when the maximum pressure to be maintained is in excess or 150psi. and system risers to dry type systems. -{�.O- aPcIiGE1F G• PE tA9tF F►FRss'aUac FaLSF►tgc+nus ru�sswaFxlclp'•K gem ,Tiff sv4aAlt1; ---- 1�j INDUSTRIAL PARK PLACE MIDDLETOWN CT 0645? I SYSTEM TYPE:WET ' r� 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air I ' '` __- P:860.632-8053 F:860.632.8054 DATE:03/27,2017 FIRE SPRINKLER CONTRACTOR CONTACT soo gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically -�- ��'�= � WWW.MACKFIRE.COM a 8.NFPA 13D apply as required. maintaining the required air pressure Q ]v�Caoor�xl,FUKGsaRnulL: PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(860}398.502 + _4 1_ Dt WellIMA101AEu:TNGTAeE TOTALTdusSNscr: T0TALTmmim:• AHJ:FIREMARSHAL -- E•MAIL:CHRIS@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 RI:000347 L6 KIN F1 V RM NT 6 ROSE LANE - UNIT CI RYE B ROOKi NY. WD.DECK OR — j BLUESTONEPAVER �� '� �.�I ccaPcsrTE DECKING �----- - I O i�1�--------j - WD.DECK OR= WD.DECK OR - '�-- �\ 1/_ BLUESTONE —~-{ 1 - --- BLUESTONE ;////i�;/i/%- r 4� - ( — PAVER PAVER i ( • OPE6-1hN \\I' I!i i i`I' '(��` -•��(,I1 GGGyV Y"(D «1 rc-,� - P�nca'• I! ROOF A8^VE ABOVE DINING I `i ROOMtorag LLw o xr "_ -- -'--. ul --y,!j LIVING m��»�T 1 , s'-c' I I I i! j KITCHEN f�� I LIVING MASTER t C! � _ e� ar- :�; '' �� `."o. I ; I ROOM t t 41 BEDROOM s Et>�' s-6 I O i�) sPwatR % ' -- _—_ 6.1- :Q �' FItAtAC tk _ - -sT7tt ( ;� I ---—- o o '� �� ,.•�s ...� �t d - rr, ,t ID RnY ti£ i ^ L- _ , -9 V ' (( KITCHEN LIVING Q 1 ;1 " i ROOM t i� ;, �, 11 0 v. �l I i C� a �,I,',-t'— + I l { —� F_�CON,'VALVE ANC ALL UNOERGPOLN ✓ w % ,, I C 71 �-' o •• I _ s e i `-' ,° ` r)l ! M'OTHERS. MAD,FIRE PROTEC11 S C0111 RA.CT ) iVE '• a I 602 �- - r -r < - ;`- 4- 'o-o•E I ° ° O _ BEGINS AT 2-FIRE S(�iVICE WATER LINE LEFT Rt.-,E HY-DRAL'I.iC DESIGN � I ` ; _.�:' � DINING '''' 2 1' ( I THE 13ASE1Ni. J CALC AREA k. ' I ' CL i �' '' - - «, }�, , I i J-- rP NTR ' - +{ �./ f• I �• _..._ ( �' �J�M/ FIRST FLOUR / l ( ROOM 16 / 1 �_.- J .ot I _ ti• t 9CO3 c DGVtNG RGoxn i I l s'-o' - ;'r - -t ,>� M,�51Z {t IF rlau nE- O a >T# k�•-,�, ' I _ ��1 Q t. I_Q-tFi I i DINING ` 2'mmm M .(81 trt HYDRAULIC DESIGN CRITERIA; I''� i ! I ? ! ;cog �_ �_ ! lei',i-I' _, ---'4 ` + i�� J �' i ! �°( a ? ,. Q't'—`-_. up io ttF `. ! I ROOM -.t1s I now dens ty OS I 14 7 '11j 1!o FPW X q: - - —± S�L01'R!)ai - I 9-C• 7'COlgfipl li X iRtt W111 Y you No a I '� Y + ` TA I•,T-I* i i (I 60a1 '\ 19t1 irPE WEA rim SYfL'f QfEF6 Spacing VARIES _ '. :( 9'-0' I1D Tv Ili �1 \ ! _ f __--- ' '__ -,L , 9 , / ' t r. °.:GONE F1A1F; I \•`t^-`I �� / — — '' c^. 1 ✓ E (f r'� Q - a effam rK SUM Ism W.w h Factor 4 �� 1 I WALK-IN�) L� — — =—i �}(�;a Hose AIioWOrlce `"_ ' ! `- ! rF ► CL -' �� GTO ffAiFT[k19A1iE(B1 OD4RSJ CL sN Gr:IC-ram CL n s, - ! L.s� iJP 19111 r i ( \ C' I I`tq�t �• l t' ' r �EIELIIOC IlO: / a ��L Thr~System Is Designed to Discharge v` sECR+C ROQ ? ►i� \ % t' �' I uy 31, I PANTRY at c Rate 01 OS GPM 5 ItJ 1 ' --_ / j !ip•• �' ' t-OIf I \� Of FItxX Area Over a Remote A�ec of !/✓//.'//////://,%/!//.�/• t- / 'V ,� Y ,/ i/�; '-• - i MUD 00� up ii RE i I S I Sprinbers when SLpplied With Water n E I; ,:, ( I ' IM to i ,�_ ,'��UP t0 hT i_t I ` of the Rate of 34.7 GPM at 42.2 PSI �,,, Q iQ� 1 L - — I `J ( -M �,-9 ��- 9 fi. I u t, f of the FP tE5711RCE►ME"S' �,- + f ------ -- L-- ! KITCHEN I' i f -��-------M- � j,r 1 � I \ t• w X nt i ;';TTi�� (• o y o,tK I ' { I t o 0 o MUDROOM� i STM �C OpEti ur ABOVE- ra I`I CLLIP n ff. \ U 6N\ = l ^'R -j` f �j � L-r�- UEST N t .r !I{F7 SPiNIQII+lK ! I Tort iC TOP OF ffAlC a I I I' , 4,.. / IT,wrlc FOYER ! ,, o C I FOYER r w IFJpI a€ maker Ji f,G rw SF3MC4 atst Lm Don I Or UP FROM TIE _ Am�To t>E aaoan ROOK{e'O�Qti) I ��(_.__ BEeETt< GARAGE Bfi• 2', relic VM tlll7diA TAWM XD ',� I Q eau TIPS OF Flor SM la' >=j�s'-e• !�I ( ` LAUNDRY 2 Its FIX SU R the II` CL IEo we 90,0 OAE(P 011E1tS) �o I 01t1RC till �'•�• +Ito t, tt,s�Rr GARAGE ` 4 GARAGE FOYER U _ g�, '�— ( r Iq@ FIE s'R+C tarp tWW Ooel + O s'-o' AD allo eE Ill'B,FMf RooR{sr — TONE DEN ,ioroanit ear.tsualar,E4D w AALF YAII ooaclx RttE `!� /' � _—_ _ I�iTdl ct>Itraas IIOIT -- UK WA Wit A,=At9 grim Ba - UNIT A 34JW PR ND S 9PO IIiAO MSI H B ATDLOW 0%F�USI C S 01191 PPE _ �'c � I_A V MW�ICZ � _ "ell, i1U FRU natAetW SO W IDT fKN X fa I /� (�L r�.turf 4 ILL f ON staler: UN/T C1 K1011 cm�ia AS ietOW 11 I � Imo,»�R I��,tom ) J I�� , I� AMN IK PF�F Mt r ��ttABt ua fr° �-FIGIM WX 1119A D, ' I _ A---s_ «lo I,<A>e o (of am, ALL E� 2'CONTROL VALVE AND ALL UNCERGROti'NO PI RNC- �� :5 Ey OTI-FRS. NACK FlRE FROTEC11Ot1'S CONTRACT NEGIItS AT 2'F11 is SERVICE WATER LINE LEFT It;S?OE f5 r,12'tT X MW THE BASEMENT. % �\.., ,�MJM FIRST FL OOR FIRE OF N FIREPROTECT/ON PLAN �� SCALE.•>/4"=IV" � � /NSI&A T/ONDETA/L FORALL SPRINKLER m - W IN OR ADJACENT TO UNHEA TED SPACES N.T.S. �\,09°his, esloNP` SYMBOL-[SEND SPRINKLER HEAD LEGEND JOB INFORMATION _ --- -- -- — 1.All pipe locations are to be field measured pnorto fabrication Whether or not indicated on the drawings,the following items are to be provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN and instaltation by the sprinkler oontrador. Head Cabinet,spare heads and head wrench per NFPA 13 yT? ��:;�,u• IrTnuGaK�atovti,�BtrtLs iPT,lt�:xaoa#E 54t:Ib1416 PROJECT:KINGFIELD DEVELOPMENT 2.All dimensions shown are:end to end -Provisions for flusli connections and draining of all pipe i s --•- REVISIONS: oATE } [,se.3 i&FyAtMYt8F1gYi0p�SfFE cDN-ouGT#:DOOC ADDRESS:INTERNATIONAL DRIVE t[ 3.High temperature heads are to be field Installed where required. Inspectors test connection,shall be provided for each s GENERAL REVISIONS Wfit17 CITY:RYE BROOK STATE:NY ZIP:,0573 i 4.All pipes anndd hangers are to be Installed per NFPA 13 -Hydraulic identification plates 8 NFPA 13 required signs i t�.i l lfrAti0NnE71GF8 FpA00P Q• Ru+�e 'aaxrE6oas¢ualtFxeCoB�Er+tsswacuutt^Iat tws4gmotb �c+tool: GENERAL REVISIONS 7/26/17 CLIENT:THE WARJAM GROUP PHONE:{914)761.25 F 5.Gridded wets stems shall provide a relief valve r NFPA 13. (1DS aa-o) aflA1�o►+w>oRorSru CONSTRUCTION:WOOD LTD. , - s O Y P per o®, mueGi _ a AEtiA51:'FtRFstt'REsaNriV� +ul:A?fRtR'IP?.I:;e,gtt tf£9ie4xiv' 6.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas In the nowt�rlusel ! _ ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 -__-_ for 2 hours,or at 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filled supply pipe,valves T I CCISV1l3t•AB�ATEDYAhTiEA _ OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP.10573 N when the maximum pressure to be maintained is to excess of 150psi. and system risers to dry type systems F=PER ZUP d' RRM Ft> 0=WMM;V%_rALWE tC!s IE•:�•rst•K`st'•@IeacEca :ei>'tuws SYSTEM TYPE:WET 1 5 INDUSTRIAL PARK PLACE,MIODLETOWN,CT 05457 A quick opening device is required when dry system vctume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air —0 't tva+et + _ __—_ P;860-632.WA FRE.0 O 32.8054 500 gallons per NFPA 13. compressor or plant airs stem fieafl approved for and capable of automatically ----- Dar£:O3/Z7/Z017 FIRE BPR,NKLER CONTRACTOR CONTACT A P Y sPea Y PPY PFIt��LE ; DESIGNER:CHRI5 JUDO PHONE:1860}398.5024 WWW,MACKFIRE.COM Li�. 8 NFPA 13D apply as required. maintaining the required air pressure. 0 _ ]E ,i00cFOCCUF!}11GS19 tOiGS _ AHJ:FIRE TMARSH ER - E-MAIL,CHRI5@MACKFIRE.COM LICENSES: CT:=1.40291 MA:SC-120494 R1:000347 2� of 9P wxkrJ:KusTlz7mr TOTAI THIS SHEET:- TOTAL THis Jae: KI N F1 V PM NT 6 ROSE LANE - UNIT C1 RYE BROOK? NY. HYDRAULIC DESIG' CALL'AREA 0 SE.COM FLOOR ��-- BEDRonAi a., 43 HYDRAULIC_DESIGN CRITERIA N�'DRAULIC :I� C.11C:AItLJ1 A3 SECOND FLOOR N ASTEP•BEDROOM I Spacing VARIES 1 HYDRAULIC DESIGN CRITERIA } j HYDRAULIC DESGGN ! K Factor 4 4 ` ALtE1► ! Hose Allowance —i Density 05 + SECOND cALc ARE n! A 01 This Systerr,is Designed to D scherge j I Spacing VARIES_ '�lAsru IIEDRW%l at c Rate cf .05 GPM aer sq ft F.LOYv K Factor 4.9 FLAT ROOF B of Floor Area Over a Remote Area of ! I 2 Sprinklers irher+Supplied wilt:Water Hose Alowance i HYDRAULIC DESIGN CRITERIA j of the Rate of 32.2 GPM at 43.8 PSI` I9_;L i_._ _� j This System is Designed to Discharge Density !I at the FF 41SOIIRUE SM Y at c Rote of .OS GPM Der se It I SDOCin VARIES ! \ } of Floor Arec Over a Remote Area of g 1 2 Sprinklers Miler•Supplied with Water K Factor 4.4A.9 \ I at the Rate of 26.3 GPlI at 36.3 PSI Hose Allowance__ ' ! I o;the cr RCt W�' This System is Designee tc Discharge FLAT ROOF BELOW i1,AT ROOF BE_O% � at c Rate a' .05 GPM per sq ft j II ;} i _ M of Floor Area Ow Remote Area of ♦ ——— 1 ' � --- - 2 SprF•lkleru wher Supplied with Water f 28 Ro te t the ae o SI' I }f'�_ -- (� ! i GPM at 39.8 P I } , at the iF D15L1MRQ NME 717 LINE Nc OF WALL ' i b ♦ BELOW {` . SS �•C\ ` �± } LL BEDROOM 42 MASTER STAIR BATH } (� ' MASTER BEDROOM ( ! lie 0-7 MASTER i✓ t. L•�i} HYDRAULIC DESIGN I ► i II! I BEDROOM CALC AREA vG ' I< %. Sle ♦E ------- I y-a• 1 -o --� /t_L t 1 SnCONDFS HALLWAY � � � /'� � \\ _ L—i II I Ch ! I i 8'• F_ ,. WALK-IN tY MASTER HYDRAULIC DESIGN CRITERIA J �. r } CL _, 1- -e j `� / BATHtic b'}(l ( } Density .05 ( ; Spacing VARIES i I; ( %, � WALK-IN I _-- ;� �'� ' /' K Factor 4.9 I S,4, CL l j L ,� !:! ,' � �` —__ DEN 1 Hose Allowance ' j �\ ILf�P 1 i I�„ .. i HALL QPTIONAl 1( 11 t This System is Desialea to Discharge ( s' I' `0°t e'-a' ! SKYLIGM {1,{ } at c Rate of_—�GPM per sq ft ;'i _ _ �!r- _-• -t E i j of Floor Arec Over a Remote Area of I{ ; ,; i! E �'" I l r' _ ` ti ` �- Z Sprinklers when$Uppl',ed with Water I , i•� HALLWAY BEDROOM#2 at the Rote of 34 4 GPM at PS;} , �f• J \�`BATH I ! r ---•+ e5� ( 1 \ r at the Fr asa+WU Imtlt: 4 I r' t ,A„ LAUNDRY E r �� ' lti• tt,f L_ .__ I ( , '�i ( l�� —1' �uJ� 1! _ '�j�4.•-��_ 1-5 /��,,' ``�` .�' �/ �' ,\ _� �—�'1' �•i i`, UP MMFiPST�� ` "'n � �p f ,i i, �I LINEn- f, / l WALK-.IN i 1 r— :BATH '�- CL ' ,.3• , •� , c ( �-f--i i T IR' r } , 1 ' I I BATHIN : DD w ;i t 1 f // ► �0 2416 ! �1, ,ICL i �' =EAT ROOF cut T BELOW r-a" CL t• _ I - -e i - ( ! ti �; % t ---1' I (-- 4-2 HALL �' !1 i t• WALK-IN I I ` ( 1oC4/` — ,, t•,j :I 7�,� i: {;; ( i I CL , _ a=� ( ice•=�1' `� \tX t �' BATH f r I i �� '�•. !•'' r'" 3'•tt�` --.., I� `.\ t-t)f I j�/ �"i ! �� ff I I ( LINEN '•i LAUNDRY f I T t• I;l KI i , 1• i L I LINE O_i' / } 1 ii i! ! 1 BEDR OM#3 WALL ! BEDROOM#2 BELOW f . I i!! BEDROOM#3 BEDROOM#3 i I , t � ! r _a ` ALL SIDEWALL SPRINKLERS O1',THE SECOND FLU'SHA L BE LOTTED Al O 7 BELOW THE CEILING , UN/T CZ UN/T A UNIT C1 SECOND FLOOR FIRE FIRE PROTECT/ON PLAN SCALE-1/4"s IV" OF NEW y �uGEANfe y •_, �ual Fz 2 � Cl` •d`� 078'12� *� pgOFESgt�� 11YMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION - --" - 1.All pipe locations are to be field measured prior to fabrication Whether or not indicatec on the drawings,the following items are to be provided: I SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TnLE:SECOND FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor. -Head Cabinet,spare Heads and head wrench per NFPA t3 PROJECT:KINGFIELD DEVELOPMENT HraPU'XeyiimPu' fi WJAa=�u•rE'SDUMOoNCFAEorflcatlrsnaMMIi:Pr.ra3,QMSu[+l .sararwtr:. REv+s+oNs: _ iDATE: ADDRESS:INTERNATIONAL DRIVE 2.All dimensions shown are:end to end Provisions for flushing oonnections and draining of all pipe L,.r,•1 1 ELEtitAOIt1ROW1 ParSM- -- - caNTRACT:OOOG GENERAL REVISIDNS 716r17 CITY:RYE BROOK STATE:NY ZIP•10573 3.High temperature heads are to be field installed where required. Inspectors test connection shall be provided for each system {a+3 :lE4AT:WA9LXEFi1iRfDFl00P AEJAgE�+ssalAocrcal:tEa�EEtmE+astr I�K�b�loot>EatEE sx teAv: —W - 4.All pipes and hangers are to be installed per NFPA 13 Hydraulic identification plates&NFPA 13 required Signs r _O --- CONSTRUCTION:WOOD GENERAL REVISION, 26/I7 CLIENT:THE WARJAM GROUP PHONE:t9 1 41 761-250 11 5.Gridded wet systems shall provide a relief valve per NFPA 13. cos xo-o)`ELlvaraeG t�orsTE: _- LTD. 6.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate hea for all areas in the --(°� ffltlGM94{' ' fa>�tF'F:>tEsu'PF�ENn►tNOa¢arrr�s reus>RxeER nrPt'►;AQ'ncFbREF srr ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 ■ ■ tXA1R11'_Rtf$iALEUNAVfirP. OCCUPANCY:NFPA 130 ' CITY:RYE BROOK STATE:NY ZIP:10573 for 2 hours,or at 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system and for all water filed supply pipe,valves -••-• __ when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. Q r,Flw E rr.�Es�lClearSPar<EFgw�+M aERt71�,x (I7m>£G1eE.$r.tRttGS- -- SYSTEM TYPE:WET �� ,� # P:860.632.8053 F:860•632.8054 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air I ___ DATE-03/27/2Dt 7 FIRE SPRINKLER CONTRACTOR CONTACT 500 ganons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically 'wEi weco WWW.MACiCFI RE.0 OM PORT CHESTER DESIGNER:CHRIS JUDD PHONE: 398.502 B NFPA 3D apply as required. maintaining the required air pressure. ]'Pff'FG�CV,ECOIlF�91G56FTiAtGS A"J:FIRES MARSHAL E•MAtI:CHRIS(a?MACKFIRE.COM LICENSES: CT:-1.4029 t. MA:SC-120494 R':000347 Q f01'PIPE►uu1AIDLP+EUSIRGTAGs TaTA►THIS Bran• TOTAL Teas Joa: FIELDWORK COMPLETED: November 1, 2018 Underground structures, if any exist, are not shown hereon, except as noted. The location of underground N 37 improvements or encroachments are not always known 39`35' 5» and often must be estimated. If underground FILED MAP REFERENCE: E improvements, easements, or encroachments exist and Subdivision Map of "Kingfield" F.M. No. 29210 are neither visible during normal field survey operations filed August JO, 2018 o Yard Yard nor described in instruments provided to this surveyor, co a Drain Drain a Yard 85•00' they may not be shown on this map and are not Sub'ect Lot:J6 J CRW Drain certified. � w w Known as 6 Rose Lane ence AC Util. w/1?oof Shed d- m This property may be affected by instruments which Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.127 IM U v have not been provided to this surveyor. Users of this LZJ _. 0 y map should verify title with their attorney or a qualified title examiner. Legendo L m Only copies from the original of this survey marked r with the surveyors embossed seal are genuine, true o o �° and correct copies of the surveyor's original work and AC— Air Conditioning Unit 36 a opinion. A copy of this document without a proper ©_ Sewer Cleanout o CRW Concrete Retaining Wall o a�— o lication of the surveyor's embossed seal should be cv pp ® — Curb Stop Water Service ,o I c assumed to be an unauthorized copy. ® — Electric Box �� o I co ®— Electric Manhole 04 — Gas Valve I elf - -— Ligh t Pole o— Telecommunication Box • ®-O- Fne cTransformer Pad o Porch Water Valve 0 85.06' W^00 o +¢--- Hydran t Q I ; m o 14 N ° o Frame Buildin = J � N 9 AL rea 426 Sq. Fte 5 ° o o /;=::N rr=j ' AC a (n a o N ood IU To date, no Title Report or Abstract of Title has been 0 � 1 FF) ncel Q NOV 5 2018 L provided. This survey is subject to a current, up to 0, I Landing date Title Report. o, _ a� � .° o Landing VILLAGE � �� .� '� Property corner monuments were not placed as port of •o � i ` Y � BUILDING -�,;�.-�A T��,,��.NT this survey. �' '� I ' 34 old AThis ma may not be used in connection with o Built P S �.//�veyy -� "Survey Affidavit" or similar document, statement or o I mechanism to obtain title insurance for any subsequent (— c� 6 Roseor future grantees. Lane Unauthorized alteration or addition to a survey mop Unit 36 bearing a Licensed Land Surveyor's seal is a violation El ❑ OpenC of Section 7209, sub—division 2, of the New York State CRW AC Porch Flrejpm ed for Education Low. w/Fence Shed W/Roof According to NYSAPLS policy adopted January 23, 1993, S30*00'13"W Common Area 4 85.16' Sun Homes, the alteration of survey maps by anyone other than the original preparer is misleading, confusing and not in the CB .S&Mto k7 the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey maps, survey plans, or To wn of Rye survey plats prepared by others. Westchester County, New York IV S T E r 20" Date: Moventw8y was ENGINEERING, SURVEYING & GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. of 20 40 3 Garrett Place • Corm el, New York 10512 JEFFRE Y B. D eROSA, L S Phone (845) 225—9690 • Fox (845) 225—9 717 snou 7Vrm"ftom New York Sto to License No. 050 749 www.;nsite—eng.com1 fEr Q 2018 In si to En gin eerin g, Surveying & Landscape Architecture, P.C. All Rights Reserved. (1N FEET) zz& 1622 7.200 1 inch = 20 ft. Lot Mops/Lot 36.d wg