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BP17-030
PERMIT # i - () DATE :o� /JJ7EXP: , SECTION o BLOCK LOT /to TYPE OF WORK 61r• / f YVv JOB LOCATION_ OWN T. COST O# v TCO # ✓Co � O� FEE BATE oc Eo DArci� INSPECTION RECORD ASE FOOTING 6 L FOUNDATION 'G FRAMING RGH FRAMING INSULATION • *1> � PLUM oaV'GH P OK SPRINKLERELECTRIC �Q LOW -VOLT ���F1 ALARM AS BUILT FINAL D �s1�f'�a�-5o5(0 e AS-B=INSPECTION RETO V� FII (1 all It FlNISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWIEWNG UNIT C� le+W�� 5: r f as --� I�-ly-t Tc�l Cor�-Fv►-fi- cc. It'-Nes 5����aa I VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 22-069 Certificate of ®ccupaucp This is to certify that y C 9�e Arook- Par 7 oer J L of, R\J-e J3 rCJ0 IL 1 V 1 V having duly filed an application on No`yery eras r20 c2 I requesting a Certificate of Occupancy for the premises known as, (S Rose L„af� , Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: laq Block: /Lot: I . 9 and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. / -7-O3 O , issued o;2 )L-/ 20 J 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 following New York State Classifications,Use: -6 Qn e - FQ.m I)/ Construction: for the following purposes: L2MI 'IV Rot i, a to 15Aed ho,5,e Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT APPROVED FOR USE AS A SEPARATE APARTMENT W 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 sha be made,nor shall the building be moved from one location to another until a permit to accomplish such change has be bt 'ned fr e Building Inspector. Building Inspector,Village of Rye Brook: Date: MAY 1 12022 tWw�yvu c C4� 404 anruuex. aW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rve Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J.Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE May 11,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 8 Rose Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.129 This document certifies that the work done under Mechanical Permit #17-141 issued on 9/27/2017 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 � tca 4U" anniu('JY.d aW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Michael J. Izzo Stephanie J. Fischer David M.Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE May 11,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 8 Rose Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.129 Mechanical Permit#17-103 issued on 5/15/2017 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 /tg D '�r:c�',- For office use only: BUILDIjYG.DEP RTMENT PERMIT# -0, NOV 2 2 2021 VILLAGE OF RYE j§ �OK ISSUED: - - 7 38 KING STREET;�YE BROOK, EW YORK 10573 DATE: -� VILLAGE OF RYE BROOK '' pp BUILDING DEPARTMENT (914)939-06 )939-5801 FEE' / !I,/ /dt'A1D1(1� 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 r rss rsrrrsaga saps saaaraa saraar s qa a a sssaarasaa pas raa r ar s ar arcs r as apss ssp a r r rr rs s as a r r rr a ss►ar s s p r rs a r r as s ar ssa ur Address: LANIt Qqk f>eWIL by 101�7� Occupancy/Use: Parcel ID#: I Z k •ZS- ( -) . I Lq1 Zone: +? k D ClAtw Owner: SC e4u A ess: T 3L� u 17���ktl1�S I�S P.E./R.A.or Contractor: SUN L6 akdlcLDPwfc f Ad ess Lk),KfA 3Z5 1N����f►15 N �I ,l�1 Person in responsible charge: W I j A I Jqrn 004 L'-AdC b ess:W�)I V" -AD M>V 1,� 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 I LL I R N 121 k P(L— being duly sworn,deposes and says that he/she resides at 3 y (Print Name of Applicant) (No.and Street) in lj' Ar✓l�" in the County of GA 1 e�I in the State of 0- ,that (Cityfrown/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the 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 gaff �s was:S , 17 22• D D for the construction or alteration o E S I hilt LlC f/Ix M I !A J)IQ It:I,I I, 1N l Oa R I I M L. r I►`-�I s✓1�L I� 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 structurelwork 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 unlawfid 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 §250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of , 20 day of �y `} , 20 Signature of Prop ner Signature or Applicant y')I LA,Ipwo M 6 `'1I&INN�rSS LuI UI)gM ►2.(1G� (__. Pri Namc of Property Owner Print me of Applicant a otary Pu lie Notary Public TRISHA M RTINEZ TRISHA MA TINEZ NOTARY PUBLIC-STATE OF NEW Yt:.. NOTARY PUBLIC-STATE OF NEv, No.01 MA633184-1 No.01 MA6331843 Qualified in Dutchess Count) Qualified in Dutchess County My Commission Expires 10.19,Xo3 My Commission Expires 10-19-2023 �E BROvk. 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: � ` o Z PERMIT#Z' 1� - O /-D ISSUED:2- Nil-? SECT: (2'f,2-5:BLOCK: LOT: 1Z� �� r W/ ---p -� LOCATION:-Y1r�-1'� P 1 r�A�- k �►� 6SL�(.\ OCCUPANCY: v ❑ VIOLATION NOTED THE WORK IS... ,fJ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION �� REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION _ ,^ ❑ NATURAL GAS �i`' ' ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ yCROSS CONNECTION FINAL OTHER DRC�v� O Zm w � 1932 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 - - - - - - - - - - - - - - - - - - - -- ADD SS: 1 La rl DATE: PERMIT# j 6-2f, Wm: � SECT: �� � BLOCK: LOT: �. Z LOCATION: ' ` OCCUPANCY: Z 1 ❑ VIOLATION NOTED \THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION 0 SITEINSPEGTION i}) REQUIRED 0 FOOTING 0 FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING A 1 . 14 Q ❑ INSULATION w �J`4 m � ,i , C� ❑ NATURAL GAS ❑ L.P.GAS 0 FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�j� O ym w � 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: �' �' '�/ �� DATE: O i �-1 I) �'�� �� SECT: ��.�� PERMIT# 1� ISSUED: BLOCK: LOT: LOCATION: OCCUPANCY: 0 V[OLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FoUNDATIoN 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBINGhce.S 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�� w � 1932 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: DATE: k t4 I (A;, �I -0� PERMIT# ISSUED: 2 " 1 ([-7 SECT: 121, *19 BLOCK: LOT: LOCATION: y N'Q (--cam k OCCUPANCY: 2 U ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION O SITE INSPECTION TeA n REQUIRED O FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING t 0 ROUGH FRAMING �L 1 ❑ INSULATION ❑ NATURAL GAS 0 L.P.GAs ❑ FUEL TANK 0 FIRE SPRINKLER 0 FINAL PLUMBING O FINAL ❑ OTHER BRC�V� O Zm w � >932 BUILDING DEPARTMENT *UILDING INSPECTOR VILLAGE OF RYE BROOK U VILI AGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- -- `21 0 - ADDRESS: ''�' S ft DATE: a 1 PERMIT# r O ISSUED: Z SECT: 7 ,75' BLOCK: LOT: 2 LOCATION: OCCUPANCY: Z 0 VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ` 0 INSULATION ❑ NATURAL GAS 't`t�4_' ��-L c 04 U \\> . ❑ L.P. GAS � �� ` ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER Q N-S,-)tA- Lam- L �aL ✓�C i o y '• 19a2 BUILDING DEPARTMENT ❑BUII.DING IN$PEmR VILLAGE OF RYE BROOK ❑ VIIJ AGE ENGDOM 938 KING STREET RYE BROOK,NY 10573 f ASSISTANT BUII.DING INSPEmR (914)939-0668 FAX(914)939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: DATE: PERMIT# 'IJ 1 ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: 0 ROUGH PLUMBING 0 ROUGH FRAMING 0 INSULATION 0 NATURAL GAS ❑ L.P.GAs 0 FUEL TANK 0 FIRE SPRkxuR ❑ FWAL PLUMBING O FINAL 0 OTHER t` U * � N U * O � * ca" ' {" 1 cal c * N Q Cd * 0 =cd Q Q u En w ° ON 010 NIX ° Hoo A 3 vli z o d z d A U a a a a W ¢ " a cz .� Cd * U to 0 3 U * A U N U BRC�� O ym w � BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ Vu.LAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - -- - - -- - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: D �G. DATE: i ' PERMIT# ''' ISSUED: -2 1 I U,1 SECT: BLOCK: i LOT: LOCATION: OCCUPANCY: -- ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED Q FOOTING 0 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING \\ 0 ROUGH FRAMING �� ` --, b( D 0 Vt (e 0 v ❑ INSULATION A A ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 0 FIRE SPRINKLER 0 FINAL PLUMBING 0 FINAL ❑ OTHER BR(�j4' o im w � '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 O ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - -- -- INSPECTION REPORT - - - - - - - - - - -- -- - ------ ADDRESS: C4. � DATE: PERIv # ISSUED: 1-7 SECT: Z' BLOCK: � LOT: ( Z LOCATION: (LFi_ �^ -�p (,{rj � � StIG OCCUPANCY: Z 0 VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED O FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION p UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING \^ 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ,S'Z C., C_ ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER n ❑ FINAL PLUMBING ( �-, ►`�`L�- I- A-� C' � �Q O FINAL 0 OTHER i Q L 4Rnv� o ym w � 1932 BUILDING DEPARTMENT 0 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: CQ . r1 Q- DATE: 1 I PERMIT# -63k)SSUED: I t ) SECT: i L.j BLOCK: LOT: LOCATION: ^�� ` OCCUPANCY: ❑ VIOLATION NOTED TliE WORK I CCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING - ) O FOOTING DRAINAGE p' 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER 0 FINAL PLUMBING ❑ FINAL ❑ OTHER DRC�v� � 1902 •� BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGNM 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - -- - - - ----- - - - - INSPECTION REPORT - - - - - - - - -- - - - - - - - - - - - ADDRESS: DATE: / 12,611 1 PERMIT# ISSUED: 2 SECT: BLOCK: LOT: LOCATION: 1 OCCUPANCY: ❑ VIOLATION NOTED TIE WORK IS... CCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ElFOOTINGC'3 v csy "W-v ❑ 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 BRC�� p m w � �7 Y 1932 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: ` DATE: 7 t 3 i ' PERMTI'# ISSUED: SECT: L BLOCK: LOT: LOCATION: �Q ,�1 OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ Foomm ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING 0 INSULATION 0 NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING 0 FINAL ❑ OTHER LSZ `� �.1 ✓` `- S 1�`Q£�� BRA �C BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ Vu LAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - --- ---- - - - INSPECTION REPORT - - - - - - - - ---- - - - - - - - - - ADDRESS: \�' i n�SIC (��.Q, DATE: t�( ��•�)1�, PERMIT# ISSUED: Z, SECT: BLOCK: LOT: LOCATION: ono - OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... AC PTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION O UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK 0 FIRE SPRINKLER 0 FINAL PLUMBING n ry)161 0 FINAL �i:OTHER � BRC�k W l7 "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: DATE: -51 Z PERMIT# -v-3 SSUED: Z 1(A) SECT: BLOCK: LOT: LOCATION: OCCUPANCY: O VIOLATION NOTED THE WORK IS... ACC T ❑ REJECTED/REINSPECTION O SITE INSPECTION `� REQUIRED O FOOTING •�1 C2, ❑ FOOTING DRAINAGE 0 FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: 0 ROUGH PLUMBING _ _ \- 0 ROUGH FRAMING , < r, , C V �[ aca\ i 0 INSULATION S Ir ❑ NATURAL GAS ' • ' f ❑ L.P.GAs ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING O FINAL OTHER BRc�k 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 - - - - - - - - - - - - - - - - - - - - - 9 ADDRESS: ` J3Z.. Ck Q- DATE: PERMIT# ISSUED: 7 ( n SECT: BLOCK: LOT: LOCATION: {`�,:, l-'�' `Q 1 "1 l t Yl t� S7�� OCCUPANCY: r,... VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING �.nr ► �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 ❑ OTMER ��yE 4RC�j� O t ' y 1932 BUILDING DEPARTMENT ❑BUnDWG INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGWEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - - ADDRESS: �� h ,\ DATE: PERMIT# ,If I]' - ISSUED: SECT: ,-0\ C-BLOCK: LOT: LOCATION: ` ^'`1 i OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS...I ACCEPTED ❑ REJECTED/REINSPECTION 0 SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING , NOTES ON INSPECTION: ❑ ROUGH PLUMING 0 ROUGH FRAMING --- 0 INSULATION , ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING 0 FINAL 0 OTHER O yn w � �902 � 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: �n L i DATE: 24111 PERMIT# �� 'C�!-J ISSUED: Z; C SECT: �L A. 2 S BLOCK: LOT: (z LOCATION: kAl OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: " - ❑ ROUGH PLUMBING D 0 ROUGH FRAmiNG ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK Cl FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER l� BR J� �Q BUILDING DEPARTMENT BUII DING INSPECTOR VILLAGE OF RYE BROOK 0 VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - -- - - - INSPECTION REPORT - - - - - - - - -- - - -- - -- - - - - c ADDRESS: �n sf�- l,P-� CL DATE: PERMIT W 1-7 -C) ISSUED: -Z SECT: ?S BLOCK: LOT: 1 LOCATION: OCCUPANCY: ❑ 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.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER �QyE BRC�j� O �m -- OY BUILDING DEPARTMENT 0 BUILDING INSPECTOR VILLAGE OF RYE BROOK 0 VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - -- - - - -- - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - -- ADDRESS: "1�`—r�Z DATE: 1 PERMIT#13�1 -4 3-aSSUED: 2 1 1 SECT: I Z 2 S BLOCK: 1 LOT: LOCATION: r.T; ;. .� OCCUPANCY: 7- 0 VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SnEINSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS �' '7\`l �-� �'�� ►/��1-� ❑ L.P. GAS ❑ FUEL TANK ❑ FIItE SPRINKLER O� ❑ FINAL PLUMBING l� 0 FINAL ❑ OTHER c BRC�� 0 ti PIP m BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK 0 VaIAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - -- - -- ---- ADDRESS: �' 1 l.�C. DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: -Zi LOCATION: I �� ` OCCUPANCY: �� ❑ VIOLATION,NOTED THE WORK&.. ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION ��rn REQUIRED ❑ FOOTING 0 FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL Puymm G 0 FINAL ❑ OTTER BRC>v� BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 O ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - --- - - - INSPECTION REPORT - - - - - - - - - - - -- - - - - - - - - ADDRESS: 9, �� DATE: �a �J PERMIT "�1fl� ISSUED: f�L� - SECT: -BLOCK: LOT: o LOCATION: OCCUPANCY: 'o•C ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING m�\� ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING �� C ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS \s ❑ FUEL TANK .- ❑ FIRE SPRINKLER J 0 FINAL PLUMBING ❑ FINAL 0 OTHER • �`r�ii�i�'i�i�il���`i�i�i�ii�il�il�il�l�ii�i�il�l�l` �i�i��`i�i�l���il�`i�`i�il�`ir�l�`I�il�ii�ii�'i�l��il�'I l� N iri " M OTC v�i i�t LL _� ~ M G E• r. l� ti a z O � � -e r co fit � it p ECC FUE BUILDING'DEPARTMENT JUL _ 2018 VILIAGE OF RYE BROOK 938 KING'STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939 Q6 � AI )939-5801 BUILDING DEPARTMENT www"t-ebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY I311#: � �� d Jo EP#: 15 . 1-7 1 Approval Date: Application Fee: S Approval Signature: Permit Fee: S "qk f 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: 8 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@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 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 of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me thi47 day of ,20 day of 20� Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner int Name of Applicant L Notary Public Notary Pulati qNIDY A.TOWERS NOTARY PUBLIC,State of New York No.01 TOg 192872 Qualified in Dutchess County Term Expires September 8,20 Zp 1/5/16 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914 347 3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue 3v"A Fax: 914-347-3596 Elmsford, NY 10523 ``� BUILDING PER NO. TEMP N DATE ' CITY OR VILLAGE U0 MP CODE TOWNSHIP COUNTY STREET AND O.O ROAD POLE ffJM8ER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME ADDRESS HOME TELEPHONE NUMBER It cf CURRENT SUPPLIED E1Y 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 OUTSIDE Mh FE dVv IEMI_ BASEMENT 1"FL Ll JUL 2018 2-FL. Fft 3-FL. BUIL ING DEPARTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 03 THIS APPUCATION 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 APPUCATIONS 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❑ ADDTIONAL E' EXPOSED L 1 CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD[ UNDERGROUND❑ - i'� AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION J SIGNATURE OF APPLICANT • X STREET ADDRESS TELEPHONE NO. CITY OR PM OFFICE ZJP CODE LICENSE NO.WHEN APPLICABLE J 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) 1914-347-3596 (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: 8 Rose Lane,Apartment#37, Rye Brook, NY 10573 Certificate Number: 533184 Section: 129.25 Block: 1 Lot: 129 BDC: Permit Number: EP:18-171 BP:17-030 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: 8 Rose Lane, Apartment#37, Rye Brook, NY 10573 ❑X 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 87 Convenience Switch 44 Single Pole Range 1 9.6 kw Gas or Electric Dishwasher 1 1.2 kw Exhaust Fan 6 Clothes Dryer 1 Furnace 1 Gas or Oil Electric Room Heaters 1 1.5 kw Bell Transformer 1 Dimmer 36 Service Disconnect 1 200 AMP 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. IF WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES.INC. Name Quantity Rating Circuit Type 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 2 A/C Unit 2 Fixture-Luminaire 61 Recessed Low Voltage 2 Phone Low Voltage 2 TV Install Meter(s) 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. Y -,-711 G This certificate is valid for work performed before date of inspection only. D [EC ENE BUILDING DEPARTMENT VILLAGE OF RYE BROOK JUL - 9 2018 938 KING STREET RYE BROQK,NY 1057 (914)930;Of6 Ax,(�14)939-5801 I VILLAGE OF RYE BROOK wwtiv:'yebrt�ok.org BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County —Master Electricians License Required FOR OFFICE. USE ONI.Y BP#: I 1 � O d/O Ell#: I ?j 1 Approval Date: —7 Application Fee: $ —7 Approval Signature: Permit Fee: $ I� 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: 8 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@enterpriseelec.com Company Name: Enterprise Electrical Consulting Address: 254 Sylvan Lake Rd Hopewell Junction NY 12533 4.Proposed Electrical Work/Fixture Count: Wiring for Line Voltage Smoke and Carbon Detectors STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly swom,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 of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before a th' day of ,20 day Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner Print Name of Applicant a Notary Public otary Publi ll`ID A.TOWERS NOTARY RV5LIC,State of New York Ne.01 TO6192872 'Qualified in Dutchess County Term Expires September 8,2011 f 27 1/5/16 Westchester Rockland Electrical Inspection Services, Inc. ��y. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BgILMNG E R TEMP# DATE 119, 19 1`0 CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO POLE NLMBER BETWEEN WHAT TWO CROSS STREETS IS PREYASES LOCATED? SECTION BLOCK LOT OCCUPANTS NAME BUILDING OCCUPANCY ' OWNER'S NAME AND ADDRE HOME TELEPHONE NUMBER CURRENT SUPPLIEb FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES 8 MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO, H.P.EACH NO. WATTSINSPECTInN OUTSIDE n Fc W nn BASEMENT ff 1111 FL. JUL - 9 2018 2-FL. 31 FL. 13UI DING DEPARTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: t 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❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD C UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETUR ED. NAME OF COMPANY DATE OF APPLICATION SIGNATUR F PL A ' ip x .� STREET ADDRESS TELEPHONE NO. CRY POST OFFICE. LP CODE LICENSE NO.WHEN APPLICABLE -� WESTCHESTER ROCKLANO ELECTRICAL INSPECTION ANE10SERVICES,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: 8 Rose Lane, Apartment#37, Rye Brook, NY 10573 Certificate Number: 533183 Section: 129.25 Block: 1 Lot: 129 BDC: Permit Number: EP:18-172 BP:17-030 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: 8 Rose Lane, Apartment#37, Rye Brook, NY 10573 ❑X 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 Smoke Detector 3 Carbon Monoxide Detector 6 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. i _ r o = QI N N Vi : W to C 0 N'$ L a � 66 N00O ..0 'b LLi O M � Soo M' as z w W Q w N C QLZ '" • ., o O � co W � L� A of c; z 't� w p 3 v -getz � V p z ,� w ll �.r x M W � V a c 4 �1 z ■ ,r . e. 00 z E■ `" z 61612 z 4 G 0 � uw. m 4A D EcEgVE BUILDING DEPARTMENT VILLAGE OF RYE RIJOK MAR 2 8 2017 938 KING;SrR)a:r RvEB ,NY 1057 VILLAGE OF (914)9,9-0668 F.\ 939-5801 BUILDING D R BROOK w\ti\�.rvebrook.org ARIM NT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Requir ��`` FOR OFFICE USE ONLY BP#: ! -7 -020 EP#: J -7-0- / Approval Date: Application Fee- Approval Signature: Permit Fee: S Disapproved: Other: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the illage of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform her high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by sign' g this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Lo al Codes. 1.Address: ��= L L: Zone: 2.Property Owner: �j C /`i re_r i ress: r O sTL— Phone#: 74. 1- -2 YUd Cell #: email: 3.Master Electrician: J2)4)1e5 n6kZJL.LO Ad ess: -] C��C'2(755 ST 5t�� A07-0 Lic.#C�Phone#: Cell#: email: 1�(,�W Company Name: ✓-4 eLzz n-1 C dress: 4.Proposed Electrical Work/Fixture Count: /� /�'S�,T,AATE OF NEW YORK,COUNTY OF W STCHESTER ) as: �/'f"`L 5 #j4X ZI[1-D being duly orn,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 hich this application pertains,or that(s)he is the for the legal owner and is duly authorized to mak and file this application. (indicate architect,contractor,agent,attorney,etc. The undersigned further states that all statemen contained It are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above capt' ned property will be in conformance with the details as set forth and contained in this application and in any accompanying approv d plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of t Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this Z3 day of _'2 day of �kD ,20�"1 Signature of Property Owner Si ature of Applicant " a rr-a-1) C n tXZt 1 l o Print Name of Property O ner Print Name of Applicant I Notary Public Notarptd *P . IC,State of ew or 1T06192872 Qualified in Dutchess County f Term Expires September 8,20,R 2.0 I/5/I6 Phone: 914-347 3595 Westchester Rockland Electrical Inspection Services, Inc DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue �. Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO.. TEMPI DATE >/ L - 7-a 3 CITY OR VILL9OE ZIP ODE TOWNSHIP k -� �v�'7 Tel STRE AN O.OR R NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION / LOC � LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AN / 6frS ^ Z6 HOME TELEPHONE NUMBER IC CURRENT SUPPLI D BY ✓} FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTAL ZED 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 L u vv 1 1 n i i 157 FL. 11111 2-FL. MAP ZU11 a'FL vt LAGE OFRY LC� PARTMENT REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE/CTIFIED S TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THEE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHION COMPANY.WREIS, INC. IS NOT LISTING,LABELING.UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHE TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FLICATION. SIZE OF SERVICE FEEDE S c>o ` o A-L CHARACTER OF WORK NEW DDRIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ AVOID DELAYS BY GIV G FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION'MAY BE RETURNED. - -- NAME OF COMPANY�� / DATE OF APPLICATION SIGNATURE OF APPLICANT ft/ ULLJc://�ic _ -" - / Ix - STREET ADDRESS TELEPHONE NO. 1. 441�y�C,�055 57- CIJYgST QF,.E /n ,_ 1J� 21P LICENSE NO.WHEN APPLICABLE /"_ / 7 ��c* frl �• L� ty N � .•r �fi w — tn o G _ 96 OC _ a �+ 3 00 00 O _ Q N crn, Qw � z O xo 07 cz cc ►� MEWto ~ A �* ,T4 : L 7- 8 �■ L.�� a P■ � � �' C � u. F Er e w Q _ pC f .Y 4J tld `� .. `J SE NE v E D BUIL,PING DEPARTMENT V14A4 E OF RJ', , OK NOV 5 ���� 938 KIN -L'i,RYE NY 10573 (91939-5801 VILLAOF RYEBROOK BUI IN , DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Requi ed FOR OFFICE USE ONLY BP#: ' 1 — O_30 EP#: Approval Date: NOV 1 r Application Fe S Approval Signature: Permit Fee: �C+ Disapproved: Other: (fees are non-refundable) Application dated, 11-14-17 is hereby made to the Building Inspector of the Yillage of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform er high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signi this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Loc Codes. 1.Address: 8 Rose Lane S • 129.25-1-1.129 Zone: 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 ternational Drive Suite 114 Rye Brook, NY 10573 Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: James Morzillo Ad dr s.7 West Cross St Suite 207E Hawthorne, NY 10532 Lic.#: E-17 Phone#: 914-760-5226 Cell : 914-760-5 6 email: dfortino.hilite@gmail.com Company Name: Hi Lite Electric Ad ress: 7 West Cross St Suite 207E Hawthorne, NY 10532 4.Proposed Electrical Work/Fixture Count: Wiring for low volta smoke and smoke carbon detectors /ake ,��***�x,�x****STATE OF NEW YORKNTY OF WE CHESTER ) as: James Morzillo being duly s rn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the nt)state that(s)he is the legal owner ofperty to ich this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authto make d file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that ements ntained herein are true to the best of his//her knowledge and belief,and that any work performed,or use conducted at the aptio ed property will be in conformance with the details as set forth and contained in this application and in any accompanyinove plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Cth illage of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to befor e this 1day of ,20day of ,20 Signature of Property Owner Signature Jam s o2cant o Print Name of Property O ner Pri a of Ap licant Notary Public rotary Public TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No. O1 MA6331 843 Qualified in Dutchess County 1/5/16 My Commlitlon Expires October 19. 2019 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATE FI 1`1 -o C CTTY OR VILLA.GE- A00� ZIP CODE,r TOWNSHIP Cp11NTY STREE3111b7i'IN-O-. �p WS ,GLUMBER o '46A BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OV*VRf,NAME AND gQDS HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INST LED 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 - n) I WI L�� I N 1 q1 FL. 2-FL. 3'FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: F2>/L- u (JO L Ti¢GC /yIDK� �'�4�2Bd�v (�c TIC 7Z)j2 THIS APPLICATION IS INTENDED TO COVER THE ABOVE/FFO'ITIETIS M TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTPECTION COMPANY WREIS,INC. IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OT R CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FO FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD i-] UNDERGROUND--' LL_LL ]A__ AVOID DELAYS B IVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. OF COMPANY DATE OF APPLIC ION SIGNATURE OF PPLI T L/ E/Ec�.e�c �- l`% x ADD TELEPHONE NO. 5 T- G2o -57- 91I-760-_:�Qa N LP LICENSE NO.WHEN APPLICABLE / in s ^- a W N 20 �. z a 04 U 6. rn -N4001 p F"' kn O z o L p,,,, c Z Con � � C A Q z -w z a o z � p � wo N � 3 '� '' Q U Q � ✓ '` ozO%k • W Z c 3 .� C64 j" z ■ r ,r /� C/� � ICI C440 zq w Y 3 Q o r a Li {Yi LOr :It r � O 00 A W Z OQ A r e r e �E BRnv� BUIL MENT VIL ' 'ME OK 1/\1(^Ju-7 II(�II�•J///J t 938 KIN `>is 1 ,NY 105 (914)9 ' t.. 939-5801 DD Asa .oTz R APR 19 2011 PLUMBING PERMIT APPLICATION Westchester County Master Plumbers Licen OF RYE BROOK e // 11 IQ DEPARTMENT FOR OFFICE USE ONLY BP#: �w sAD PP#: Approval Date: APR 2 s Application Fee: $ Approval Signature: Permit Fee: $ S 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 conformance with all applicable Federal,State,County and Local Codes. 1.Address: p kost 1 ,ne C 1_.JS�t o of►V''p I SBL:_J a�{,. ? �q Zone: 2.Property Owner: ac;A4 rtt S LL C Address:S urn 1 a r- SJ 14Q 114 P-�4bG'C Phone#: '1ILA -7Cv1 _ Z06 Cell#: 1It{_-01--a4.-505f0 email: 7duba�so�i,XJcf�amgrt� COlti, 3.Master Plumber: pa,-v\ 1VQS)Cy Address: Lic.#: ot 1 U Phone#: Cell#: email: 4�M loa, � �cntbiV1,Co- Company Name: NCbms1c� '�Iu►M6gHeoim Cu`a(C'Ad ess: 161� 1+ 17,E ) Hony'Ue N-t (O9S-6 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 Qt � I 1st Floor 2nd Floor 3 Floor 4 1h Floor 5 Floor Exterior a 4.*List Other Equipment/Provide Details: 1/5/l6 1. 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 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 / q day of 120 day of �r O ,20 1 f---Z Signature of Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public TRISHA MA TINEZ NOTARY PUBLIC-STAT OF NEW YORK No. Ot MA6331 B43 Qualified In Dutchess County r,+r m+saion 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. 12ilans O P4 M M M eq OEM lie r1l) w Ckf) z c R mom LL; co 00 :6 y LL) pill* vt `' .....� � W p� h s a s 06 ir � V BUILD1yG IE °ARTMENT D VILLA"E OF RYE BROOK MAR 2 8017 2 938 KWG.` ',6ET RYE BIt0G>c,NY 105 3 (914)93j96 ". 9 ?�)939-5801 VILLAGE OF RYE BROOK wwiy;ii'ybloo :org BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION Westchester County Master Plumbers License Required FOR OFFICE USE ONLY BP#: 30 PP#: 7 _O —7 Approval Date: MAR 2 Application Fee: $ Approval Signature: Permit Fee: $ __7_t)U '2c, 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. I.Address: 0 00SE, LA f\l b (L I&I EQ P ON IT 3]) SBL: 171 1 - ?.5'- 1- 17,9 Zone: 2.Property Owner: SCE Ry& t3FXUV__ i�hC M(-_?S "Address: J lkff:_"Ar111kir, L W— St'(tL- I ly Phone#: ally- lloI -15d0 Cell#: °1 14- 22.q-5A>S(v email:JbOi3eus P' yJAV_jAy1C�1tup,C-CAJ 3.Master Plumber: Q&TE(L VA IUL-6;r. Address: &A (j 08QTr_ 2-2— N q 10WJ Lic.#: (D.S p D Phone#: cl tlA -Zlb- 14113 Cell#: email: _I b✓Co IOe_.oPtD)'lhM. r-je{- CompanyName: Lga- FLVMl31/4-1 t ttc-14enN(a WIZPAddress: %113 120t)'M 2-2 13Qc�v51' ` fit,/ lu5y 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 ' I 2nd Floor 3 Floor 1 4 Floor 5 Floor Exterior 2 4.* List Other Equipment/Provide Details: 1/5/16 1. E > O E "Zi > 2 - ja. 7 rE (A lie 00 A00 ch 04 2 6, g 00 Zo 0 -0 V r4d Z L E it PfM , L CN z EO 00 7- - and al, >, c w - ; E-W 2 ra CZI at > M M cf BUILD, d AR MENT s.. �`-=IZ �J 1 ID VILL E OF RY , OK REVISED - 7 201.E 938 ING tl ET RYE BR NV 10573 JUL 11 2017 PANS AUG ( 14)99 39-5801 VILLAGE OF RYE BROOK DATED D. W! • °k BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: �] I ,l Approval DateAUG 10 20 B P#: `� .AMP #: / 1 V3 Application Fee:$ Approval Signature: Permit Fees:$ Disapproved: Other: Application dated:_Q-I- 117 is hereby made to the Building Inspector of the Village of Rye Brook N Y for the issuance ofa Permit to install a Fin; Suppression System as per detailed statement described below. 1. Job Address:$2� L4v%r-- 17 IC - TEirooV_. N _ Parcel I.D.: 1 - — %one: v� - - 2. Proposed System(Describe system in detail including suppression agent): _ 130 a:.r-,n1�1�r gu�]•<��tiouk 1=,t,�,�dut� 3. Number&"Types of Fire Sprinkler Heads:5 a 4. N.Y State Construction Classification: 5B N.Y.State Use Classification: 5. Cost of'lnstallation:$ (Cost shall include all labor.materials.fixed equipment.pmtessional fees.and materials and labor which may be donated gratis.) 6. Properly Owner: SC '<ve ZroolL _Address:90 Phone# l 51 a�4 -5C,�� Cell# email: Applicant: M(gc-1L ,o,n, Address: 15 t.,a, �o,1 Fk�. 1�- p►aer O�t3�- Phune#j< �S,3a-gp53 Cell# O " - 1a, email• r 1,,r,,,Ac r 6)m,-A V- ,f-c_ coy-" Architect/Engineer: Q.w . ��\\��tan F�Gtine_er,r, Address: 5QA Manjhtct- ��i�kc T?o�tc�Ft_gyp, Phone# ((,J�)Sa Z- Saar Cell# _ email:.%Lit General Contractor: ddress:3 m. mn.-,n� A\u,uL,,, Pa,.%1 r\%4 NX 1d564 ('hone# - 4 8 Cell# email: [ CL � `✓ s JUL 1 1 2017 VILLAGE OF RYE BROOKI2. 16 IBIJILOING DEP.AR T MENT 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. STATE,OF NEW YORK,CO()N'1'Y OF WES'I'CHESTER ) as: �, _Jao 1eey%cnde_ ,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 M1.6 k_ Arc—_ a&4r�IIMN 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 belbre me this Sworn to betbre me this day of , 20 day of I , 20 1"} Signature of Property Owner Signature ot'Applicant �.�►,4►ao �_t�1r1�.c.. _ Print Name of Property Owner Print of Applica Notary Public tare e KATHERINE SHUGRUE NOTARY PUBLIC My commission Expires 1213112D17 12.X 16 �������3��J���i �i�i���i �� `w������3�!i��3���i �•�i��i�s� •. �s��i�� `•�i� i Y �i � N N < �n ==CF• � 16 a N N = •€ � = i it C X a _ ' C. r..r a G to io CL` d O = c % C^ Z < , = to n a t W g Q �" �••� � �] ° ,: ono � a ,,�� _ � � G „o, � ,. W -a � � � v� 3 �c y •v 3 � . co �" - �o � � � � z � � �V •v o � g o U ' 0*4 v Now 7 mi < o Y u � 00 l J 2 ,7, ,. z96 Cr L ra Q •- � a a edo m ' i3 a i4;(L4-04.0t.4'CLt. 4�. 4-- titVt. `* \ilw D � (lam E ME BUILD kS ENT DD VIL E OF RYE, OK SEP 2 7 2017 938 JKnvc ET RYE BRNY 10573 (914)9 9 -5801 VILLAGE OF RYE BROOK A BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING E-QUIPMENT T- FOR OFFICE USE ONLY: PERMIT#: 1 77 I J Approval Date: SEP 2 8 1 Permit Fee:$ Approval Signature: Other: Disapproved: (fees are non-refundable) *x**x**�xxxxx*x�xxxxxxx** **xxx*xx�xx*�xxxxxxxxxx�x*xx�xnxxxxxxx*xx*x**x*xxxx��xxxxxx*xxxx*x*xxx�**xxxr REOUIREMENTS FOR RELEASE OF PERMTT&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. 7. Plumbing/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 HVAC 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. GG l. Address: S n, SBL: Zone: 2. Property Owner: 6rob k Eicv ri n J Address: -1 ri-kroq t r a c t Of p y? 8 (le K Phone#: C(``I N- 911- LS jI` Cell#: email: � 3. Contractor: T� ( nm }nr 7 nC Address c) 9-)oX 35c( Ii /4r, k I l sy Phone#: Cell#: email: kTMK,o-77SC-)YANov- Col"l 4. Applicant: he r o Address: -7 ©' 1X6,ra"Nz d, lcl i 1-6n Phone#: �y s_ �9SS18 Cell#: 2-u3-3Ci-,Y7a3 email:?JA,yEl2y i) 4ve','e2, e,0141 5. Scope of Work:New Installation(vKReplacement( ) Removal( ) Other( ): 6. List Equipment: J- (n a s ;S/�/// cl r I r e c — Pe I C�r�h�( C�h see 7. Location of Equipment: \ A e, S ,C e Cl a C-e i �0 4 Se r1 e ti S -�'i s eJ e—,�,c o4fl-aS-ers h far 8. Method of Installation/Removal(list all equipment needed to perform job): 1 r�S� 01 a �k A u( 1 J o r I� efL)w0M Pl-4 necJ rn•iS4('uCAuIN 1 7n1l7 STATE KNEW YORK,COUNTY OF WESTCHESTER ) as: 'n 1f nr...e ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of ideal 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 Sr P Sworn to before me this c A day of �1 ,20 l� day of o71 ,20 �1 Signature of Property Owner Signature c pplic`ant 1 Sc RY 6ybJ 4,,Joe,1 LL � 11,ft y (lry%C ra Print Name of Property Owner Print Name o Applicant J.- Notary Public a'y u Y A.SERVISS ORTS N TARY PUBLIC,STATE OF NEW YORK NO. 4992492 QUALIFIED IN ORANGE COUNTY MY COMMISSION EXPIRES FEB 24,� 1 g 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. i 7nl17 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 9cbester V.com D IE O M D George Latimer MAY 15 2018 County Executive V I L LA G E BUILDING OF RYE BROOK Sherlita Amler,MD DEPARTMENT Commissioner of Health May 7, 2018 Russell Palucci, PE 140 Princeton Drive Shelton, CT 06484 .t RE: Log #: 12365-18-DCDA Application for Backflow Prevention Device 8 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: http://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013 pdf. 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). Respectfully, 4&164— 4m, Natash Court, P.E. Associate Engineer Bureau of Environmental Quality NC:AC:sbz cc: William McGuinness — SC Rye Brook Partners Frank McGlynn - Suez Michel Izzo — Rye Brook File COREuautz Department of Health 145 Huguenot Street New Rochelle,New York 10801 Telephone: (914)813-5000 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. 12365-18-DCDA Facility: City, Village, Town: County: 8 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 R THE STATE COMMISSIONER OF HEALTH BY: ISSUED FOR DATE: May 7, 2018 Natasha Court, P.E. Associate Engineer ..jof%bk We DEPPRTN F,NTCFHEALTH Report on Test and Maintenance aurra�of hlGt Water 3`prJr Prple%bn ERµ"a tat*Plan-C .rgT~Ro .tt1c ALary.NY 12Z:7 of Backfiow Prevention Device . For u:e year Pfease use a saparatn form for each device. I nRial brat-campleto afev form Anna:tl tob1-Compfe(a 2aRA on11 P.- Water sepo w y I Awo.s+l He. C�,rty I e7edr I W; i lt/ Locnllon of Dra FacTity Name 1 %&fV A 9� (`t 12,J aedre::_ _ 16 suael cry Devfre Afalalfadtrrer Type fiP2 Model Ske(W Inches) Sortsl Number trdorrnatlon �•l�nS ® DCV giSb XL I rr (1 Cry- ChodrVeft No.t I Chedc Vat"NO.2 DifferentildPressumRatfef I unaProwtro^noel BYO _ Tea L�kcd ro GkLvmL ttkom ]�i Claaod tight ® OP d a _paid hhepslr Pre;furu dap aatae Met dulck vshra M D Y ��Dstd Deacr a Regatad by 8" tipWMe�and blame I" nrstelfa� used Lied A Data repaired mmm i M 0 y Final told Gosedtight GosodUght ® Opened al�psid Eo 77 7 S Premium drop acM4 fim U 0 y cihack vatm .Z•t10dld Water Meter Number Matar Reading Type of Sarv=-( one) 9 DOm.�LC( 9 Fro 1 9 1N Other Remarks f =rlbe stcr,nu-:n ue raac mots wren n Vw dacer.rars,.alen.bWNIM-um d.r,ue ant P."m .ay.r4arap a y.grat.atgaP.. -I Conldcanon:Thin device ® Ream• Ll date NOT moot.the requuaments of an aaeptatm wn '�mmt der•ce al the time of tertng I1weby ccrtl:y tho-jmgo:nj data m ou mrtoa. /f �31 t zoz/ ET 'L' --r rtSad TeCW No. i1dWe F�itt6o^Dale ownOWAG agent)pDM=dm that laal was performed: �— ,� ri�A�) F MvcL a� Y Sat Pffn wants Tian r n TtlaPMone CertlSe 1:1"that k5teltetlon Is In a ' the approved plans. fro be a Oetrd by oaalp,atOr or.r.-ASO W—W wRpaw.) •mil' 1 hereby oar 1tY that tKa ke7taa3l.:rt n m u pare tarn Name Russel1Palucci Day 0 5 Cj Nye oc-Log 4 q. c ucanae Number 78721-1 (_' m d y 1163 6 T- 1 ;r �, y� adrro nme o uaons, L nsu un r e ; Motes minar r,Uftti n do oas Add,. 140 Princeton Drive -�- cty Shelton store 'CT ?{P84 •.� em r�rat r. arf7 to tD=CYjite riei:l vya:sarth fa=TCj.L'SI.ift 4"AI R:1'3 t.•a1.riltt 0.r'.-err�.slrl ea.s='hno x.-.a earv. rroW o.•+,w ru.arr r�3'.k+.rnaeT•/d ar:aa nos tatJ erne re?r�ta eanzt rrynaGal[/t>•regec D014 totaf111at) 8 Rose Lane D ECE8V 2015 IECC Energy NOV 15 2018 Efficiency Certificate V/LLpGN OF RYEBRQUIO G DEPARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): R$_ Glass& Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Heating System: H.il#NQMS 100 1 0A 9 .f0 Cooling System: Heil Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Date: 9/20/18 Comments ;PRO��' � is D IECgEJW [E F1 K� NOV 21 2018 IC*HVILLAGE OF RYE BROOK Home Inspection Services BUILDING DEPARTMENT Date 2 March 2018 Kingfield Development Subject File number 5700 Blower Door Test #8 Rose Lane Rye Brook,NY 10603 03� Following are the results of the blower door test performed on March 1, 2018 at the subject address. Blower door status measured 79%. (CFM50) . Air changes per hour measured.2.95 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, G Frank Giresi Reference Code ANSI/BPI-1200-S-2017 Building Permit Check List&Zoning Analysis Address: — ose.- L A vi e— SBL: t Zq .Z Z Zone:'?,I> Use: Z l o Cont.Type: —7] Other. Submittal Date: Z 7� Revision Submittal Dates: Applicant �Z �JcLo p — 5�.� •..� Nature of Work wt l w Ci.t-t,j ry ,g2Tr d L art r�t S t-w,t> ► S C L.,Py—� Reviews:ZBA: F E B 10 2017 pB• BOT• Other. NEED OK FEES:Filing: 7S- BP ,341,90 C/O: � �.�;��,CIO ✓APP: Date Stamped: Pr ed SBL Verified H O.A.Approval:- PProva ( ) ( ) 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:_ Electronic: Other. License Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: (Jf ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plan: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plan: Permit: H.W.I.C.:_Battery:_Other. PLUMBING:Plan: Permit: Nat. Gas: LP Gas: N/A/: Other. (� ( ) FIRE SUPPRESSION:Plan: 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 Plan: Other. ( ) ( ) BP DENIAL LETTER C/O DENIAL LETTER Other. ( ) ( ) Other. ( )ARB mtg. date: approval:- notes: ( )ZBA mtg. date: approval:- notes: ( )PB mtg.date: approval:- notes: REQUIRED EXTSnNG PROPOSED NOTES APPROVED Area: DATE E B 1 0 201 Circle: Fie Front: Front: Sides: Rear. Main Cor. Accs.Cov Ft.H Sb: Sd.H Sb: GFA: TotmpIm : Et.Im : Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued. SBL t Z f,Zs- Zone: Address: '116 �-�S r,- '— Property Owner&Contact Info: -S. Job Description: fi S N GIZ- 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 Sq.Ft. x $65.00 x $I5.001$I,000.00 ------------------------------------------------------------------------------------------------------------------ New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= -I4 6 sq.ft. x $65.00 = $ S t A -7 KO. —x$I5.00/$I,000.00= $ 7��• �� �► I-FL = l �c 9�l sq.ft. x $220.00=$ �l 37' SRO. �x$I5.00/$I,000.00 = $ , S'6 3, 7 2°d Fl. _ 6 S sq.ft. x $220.00= $ 3(9 6/ 34. x$I5.00/$I'000.00= $ Attic= sq.ft. x $220.00= $ P",- x$I5.00/$I,000.00= $+ Total Sq.Ft._ So sq.ft Total Cost= $ . Z�• Total B.P.Fee= $ 7- ( `�3�• Total Amount Paid = $- GA0 LW(Lv�c„� s Total Amount Due=$ FEB 10 1011 � Date: 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: FVAJAly �-#VU., W1ZPT5a\l i%S10,J Subject Property: R p-p5y SBL:IZq,2.5_1_1,1 Zg Zone: Please take notice that the subject; C2,10ne or Two Family; ❑ Commercial, dNew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; 2'1"rruss Type Construction (TT) f"Pre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders& Beams(F) ❑ Roof Framing(R) V loor 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§1a65 for One&Two Family Dwellings./ Date Design Professional Date —— Pr -- Date Ni Michelle Diane Gironde NOTARY PUBLIC,STATE OF NEW YORK Rey No.01016301231 Qualified in Westchester County My Commission Expires 04A 2018 KIN FIEL EVELOPMENT DRAWING LISTVVPVV A0.0 SPECIFICATIONS PERMI TC 3 1 -7--C3,0- C) CL TER A0.1 ARCHITECTURAL SITE PLAN SBL## t Zvi o Z:T � t - l - t Z�Z ww owA1.0 FLOOR PLANS DATE APPRO 20i] Alol TFLOOR PLANS B2 LEFT 8 ROSE LANE A1.2 ROOF PLAN m25=1 =1 E 129 A2.0 EXTERIOR ELEVATIONS BUILDING INSP TOR Village of Rye Brook,NY A2.1 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.0 BUILDING SECTIONS THIS BUILDING MUST 8E POSTED RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS WH A PERMANENT CONSTRUCTION A3.2 WALL SECTIONS & DETAILS TWE IDENVICATION SIGN, V SC RYE BROOK PARTNERS, LLC So.o FOUNDATION PLAN FR 5 International Drive, Suite 114 soul DETAILS PRIOR TO THE ISSUANCE OF A C/O, S0.2 GENERAL NOTES AS REQUIRED BY W STATE LAW. Rye Brook, NY 10573 S1.0 FIRST FLOOR FRAMING S1.1 DETAILS NYS Uniform Fire Prevention & Uniform Building Code: S2.0 ROOF FRAMING FILE COPY 2015 International Building Code, 3rd printing S3.0 SHEARWALL PLANS 2015 International Residential Code, 2nd printing 2015 International Fire Code, 3rd printing H0.0 HVAC LEGEND, GENERAL NOTES & DETAILS 2015 International Energy Conservation Code, 2nd printing H0.1 HVAC DETAILS 2015 International Plumbing Code, 3rd printing H0.2 HVAC SPECIFICATIONS 2015 International Mechanical Code, 3rd printing H1.0 HVAC BASEMENT FLOOR PLANS 2015 International Fuel Gas Code, 3rd printing H1.1 HVAC FIRST & SECOND FLOOR PLANS 2014 National Electrical Code H 1.2 HVAC ROOF PLAN 2016 Uniform Code Supplement 2016 Energy Conservation Code Supplement E0.0 ELECTRICAL LEGEND & GENERAL NOTES 2009 ICC 117.1 Accessible & Usable Building and Facilities E1.0 ELECTRICAL BASEMENT FLOOR PLANS El A ELECTRICAL FIRST & SECOND FLOOR Project criteria: E2.0 ELECTRICAL POWER RISER Use Group: R-3 E3.0 ELECTRICAL SCHEDULES Construction Type: 5B E4.0 ELECTRICAL DETAILS FEB 7 2017 Area: 4,044 sq.ft E5.0 ELECTRIC AL SPECIFICATIONS VILLAIN Volume: 35,600 cu.ft. GE UL DING�F RYE BROOK DEPARTMENT P0.1 PLUMBING LEGEND, SCHEDULES & DETAILS P0.2 PLUMBING SCHEDULES P0.3 PLUMBING SPECIFICATIONS 7 Thurston Avenue Structural Consultant P1.0 PLUMBING BASEMENT FLOOR PLANS Newport, R1 02840 Camera/O'neill Engineers P1 A PLUMBING FIRST & SECOND FLOOR PLANS 117 Black Point Lane P1.2 PLUMBING ROOF PLAN CordtsenDesign.com 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant FP0.1 FIRE PROTECTION LEGEND, GENERAL NOTES & DETAILS R.W. Sullivan Engineering FP0.2 FIRE PROTECTION SPECIFICATIONS 529 Main Street#203 FP0.3 FIRE PROTECTION SPECIFICATIONS C O R D T S E N Boston, MA 02129 D E S I G N FP1.0 FIRE PROTECTION BASEMENT FLOOR PLANS ARCH ITECTU RE FP1 A FIRE PROTECTION FIRST & SECOND FLOOR PLANS GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, I. FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT ACI BUIIDBVGPAPER:ASPHALT SATURATED FELT,ASTM D-226,TYPE 1,15#OR TYVEK HOUSEWRAP MANLF.BY pV,WpV&OuTswvvGtGL/DQVGGLI.TSDOORS:I Ya'PANELS WITH CLEAR X'INSULATED,ARGON FILLED,LOW-E. SHOWER HEAD TO T LE OR SHOWER SURROUND INCLUD NG ALL APPLICABLE STATE,CITY AND COUNTY BUILD NG.ZONING,ELECTRICAL,MECHANICAL,PLUMBING 318,AND CRSI-MANUAL OF STANDARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPONT,ON ROOF MID WALL SHEATHING ALL NSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT AL_ 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 AND F RE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMAT ON 8 THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL LAPS SHED WA-ER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SIDE OF GLASS,ALIGNING CONSTRUCTION AND BRING ANY 0 SCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DRAWINGS). BITUMINOUSMEMBRANE GRACE,ICE 8 WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET BUILT-IN CABINETS TO GWB M UM UNDERLAYMENT.SEE ROOFING SPEC.FOR MORE INFORMATION. DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES TR GLASS. M USED WIDTH TYPICAL,UNLESS STAIRWAYS,N CONTACT W TH EXT WALL SEALED AT GWB DOCENTS TO THE ATTENTION OF THE ARCHITECT.SUBMIT COPIES OF INSPECTION REPORTS,NOTICES,ETC. OTHERWISE NOTED.PAINT WOOD MUITINS USED ON INTERIOR,EXTRUDED ALUMINUMM USED ON EXTER OR;USE LAAlWATEDVFJVEERLUMBER(LVL):COMPLY WITH THE NSTRUCTION AND RECOMMENDATIONS OF THE FIREPLACE BOX TO GWB 44< TO OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. MANFFACTURRR AND WITH INFORMATION CONTA NED N THE CONSTRUCTION DOCUMENTS THE DESIGN AND PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS. COMIBUST ON AIR SUPPLY DUCTS AND PIPES TO GWB FABRICATION OF THE LAM NATED VENEER LUMBER SHALL BE UNDER THE SIPERV SION OF A PROFESSIONAL EN7RYDOOIR IY'INSULATED FIBERGLASS BY JELDWEN,SEE EXT ELEVAT DNS FOR STYLE PROVIDE TEMPERED METAL FLUES TO GWB 2 DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW 3 PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL ENGINEER AND N ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-UP LVL BEAMS TO BE SiDEL TES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:A R INFILTRATION:ASTM E283, KITCHEN AND BATH EXHAUST FAN ti0lS'NG TO GWB U HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OF&TON THICK, WATER RESISTANCE:ASTM E331,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 28,THERMAL TRANSMISSION: GENERAL REQUIREMENTS THROUGHOUT DETAILS NOTED'TYPCCA_'IMPLY ALL CONDITIONS TREATED ATTENT ON PAID TO FOOT NGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING FRAMED USING fn SIMILARLY MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE M NOR VARIAT ONS. THE BUILDING. ADHERED CONTNJOL&Y.WATERPROOF ADHES VE,ASTM D-2559-76.FB=28M PSI,E=2,000,000 PS.STAMPED WITH R-+5 49(CALCULATED). ELECTRICAL BOXES 8 CABLE/PHONE BOXES TO GWB GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123 WINDOW,•MANUFACTURER MARVIN INTEGRITY WOOD4LTREX•SHALL HAVE NTERIOR FACTORY-PRIMED WOOD WITH OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PA NT F NISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PA NT F NISH.PROV DE AND INSTALL 12' AIR SEALING MATERIALS-USE A COMBINAT ON OF THE FOLLOWING ( ) 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4 ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY WO.BEARING CAPACITY OF 4000 PSI FOR FOOT NGS 8 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 THANX-WIDE SUITABLE FOR THE NTENDED USE OF THE OWNER ANYTH NG NOT EXPRESSLY SET FORTH,BUT WHICH IS FOUNDATION WALLS,3000 PS FOR SLABS. PARALIAMPARAL FLS7RANDLVMBER(PSL).COMPLY WITH THE INSTRUCTION AND RECOMMENDAT ONS OF THE SHEATHING,PR OR TO INSTALLING WINDOW.PROVIDE 8 INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES Z Z�++ y o 0 REASONABLY MPUED OR NECESSARY FOR PROPER PERFORMANC-_OF THE PROJECT,SHALL BE INC._IAED MANUFACTURER AND WITH INFORMATION CONTA NED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND >v E CIO 0' COASTAL ENVIRONMENT•SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCH:TECT FOR SELECT ON 8 BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS to C9°C c ao o•o 5. COORDINATE UNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OTHER RELATED WORK FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER ILEVEL.MODULUS OF ELASTICITY FOR FINISH OF HARDWARE 8 WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDERING UNITS-0 HAVE CLEAR INSULATED, GASKETS �-� >o F 7 BEAMS SHALL BE 1,016,535 PSI.COLUMNS SHALL BE 914.880 PSI.Fe BEAMS SHALL BE 2,900 PSI,COLUMNS 2,400 C W U Q �o 4 ALL DRAWINGS SHALL BE FILLY COORDINATED BY CONTRACTOR TO VERIFY ALL D MENSIOtS,LOCATE ARGON FILLED,LOW-E GLASS.WINDOW MAAAFACTIRER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY BUILDING WRAP-INSTALLED OVER EXT.SHEATHING.SEALED WITH TAPE AT JOINTS DEPRESSED SLABS,SLOPES.DRA INS.OUTLETS,RECESSED REGLETS,BOLT SETTINGS.SLEEVES.ETC 6 CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. PSI.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED W TH ZINC RICH PAINT AS NOTED GLASS WHERE REQUIRED BY STATE CODE ALL OPERABLE UNITS SHALL HAVE INTEGRAL SCREENS. IF UNITS SHOW oc G�+ a= p o N CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH SHEET GOODS-WOOD SHEATHING,GYPSUM WALL BOARD,RIGID INSULATION,TAPED EDGES I.- ,,,p MUITINS ON EXTERIOR ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTER OR 8 EXTERIOR SIDE OF SHEET METAL-EDGES CAULKED _ STRUCT.DWG's. - g O. 5 THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORM FORM MATERIALS TO CONFORM TO ACI 347,PS I-74 PARALLAM PLUSPARALI�LS7RAND LUMBER(PSL PLUS).COMPLY WITH THE INSTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS %'MUNTIN W DTH P�yETM.� PLASTIC-EDGES AND PENETRAT ONS TAPED AND SEALED U U z: �DETERIORATION OR DAMAGE. REIIVFY)RC7NGBARS•DEFORMED STEEL,ASTM A-015,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND W TH INFORMATION CONTA NED N THE CONSTRUCTION TYPICAL,LESS OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON NTERIOR EXTRUDED ALUM NUM USED ON � o 4 E V MOV EABLE VABLE COMPONENTS SUCH AS DOORS,WINDOWS,ETC. REINFORCI7VGAffSH:WELDED STEEL WIRE FABRIC,ASTM A-185 DOCUMENTS.PLUS USE IN WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR:USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS CONTRACTOR HAS THE OPTION TO HAVE WEATHERSTR PPING- 6 HE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCT ION PROCEDURES, CEM17%T:•PORTLAND CEMENT.ASTM C-150.TYPE I OR II PRESERVATIVE PROTECTION PRODUCT PROVIDE PT PI OF SERVICE I EVE,3 FOR C GREATER THAN 28%.THE THE WINDOWS DEL VERED WITH THE EXTENSION JAMBS NOT NSTALLED,TO MAKE IT EASIER TO INSTALL INTERIOR MASTIC-SEALS AIR HANDLERS,DUCT CONNECTIONS AND JOINTS TECHNIQUES,OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK N ACCORDANCE WITH THE WATER:CLEAN,POTABLE AND NON-DETRIMENTAL TO CONCRETE. DES GN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER LEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE W NDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT,FOR REVIEW. UL 81 OR FO L FACED TAPE-TEMPORARY SEALS AIR HANDLER.DUICTS-NOT ACCEPTABLE BE ASTM A-36,PRIMED.GALVANIZED ASTM A-123,OR COATED WITH Z NC RICH PAINT AS NOTED IN CONTRACT OVERHE,4DDOOR: SELECTED BY OWNER.PR ME 8 PAINT ALL SIDES PROVIDE SHOP DRAW NGS TO ARCHITECT, �DqR DRAWINGS OR THE REQUIRED CODES. AGGREGATE:F NE 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. ACOUSTIC SEALING GUIDELINES ADM7X7X7UUIIIES:A R ENTRAINED TYPE,ASTM C 260 AND WATER REDUCING TYPE A,ASTM C-494 ALL CONCRETE DWG's. 1. AIR-BORNE SOUND:WALLS,PARTITIONS AND=_OOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM TYPICAL EXTERIOR WALL:2x6 WOOD STUDS 4D Wo.c.,UNLESS OTHERWISE NOTED FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PUBLIC OR SERV CE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF 0 G. 7 CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL NECESSARY PERM TS REQU RED TO PERFORM THE EXPOSED TO FREEZING 8 THAWING 696-8%.OTHER CONCRETE:2%-L%.UB ��_ (fI WORK.SUBMIT COPIES TO OWNER AND ARCHITECT CONCRETEMLIG TypICAL11V7ERIOR WAIL:CONCRETE READY MIX,ASTM C-94.3000 8 4000 PSI COMPRESS VE AT 28 DAYS 2x4 WOOD STUDS @ 16'o.c.,UNLESS OTHERW SE NOTED FURNISH AND NSTALL THE FOLLOWING:NOTE NO INTERIOR F NISH WORK IS TO BE STARTED UNTIL A WATER-TIGHT SHELL S ACHIEVED. �NOT LESS THAN 50(45 F ELD TESTED)FOR AIR-BORNE NOISE Q�Q VAPOR BARRIER:LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2 03 m 8 -HE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE N ATTENDANCE AT THE pREFORMEDJ0QV7'F7IlER:X INTERIOR TRIM.-SELEC-ED BY OWNER. 2 STRUCTURE-BORNE NOISE:FLOOR/CE;LNG ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR'ASPHALT IMPREGNATED FLEXICELL THERMAL AND MOISTURE PROTECTION CLQSETSIIELVIIVGdcBARS:SELECTED BY OWNER. REQUIRED TO BE ON S TE DURING ANY CONSTRUCT ON ACTIVITY,NCLIDING WORK BEING DONE BY FIASIIDVGREGLE7S GAL PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT IS DOVETAILANCBORSLO L 22 GA.GALVANIZED STEEL FURNISH AND INSTALL THE FOLLOWING: GLASSSHOWEREJVCWSVRBB RAINM7RRORS.SELECTED BY OWNER. FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN MPACT NSULAT ON CLASS(IIC)RATING OF NOT LESS THAN 50 V VAV ZED STEEL R7701EN&BATHICARMETS CIOUN7M.SELECTED BY OWNER (45 FIELD TESTED)FOR STRUCTURE-BORNE NO SE 9 9 SUBCONTRACTORS N ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTORS RESPONSIBILITY TO FOUNDA770NWALL FINISH:AS CAST WITH THE FINS REMOVED.HOLES AND HONEYCOMBING FILLED 8 FLUSH CUT 2. THE•OLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN:ASHRAE HANDBOOK A77UMNR RATBPLUMBINGFDaURUAAPPLUNC .SELECTED BY OWNER. O SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE WITH THE TIES.RUB WITH CONCRETE BRICK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRIC4L FD17UREK SELECTED BY OWNER. 3 OPENINGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTR CAL DEVICES,RECESSED CONTRACT DOCUMENTS FLOORSLARSMVTER/OR)FINISH:SMOOTH.STEE_TROWEL FINISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH'ARCHITECTURAL SHEET METAL MANUAL'BY DOORBARDWARE.SELECTED BY OWNER. CABINETS,BATHTUBS.SOFFITS OR HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,,LINED AS REQUIRED. SMACNA MEDIMVECABINET.•MEDICINE CABINET TO BE LOCATED N EACH BATHROOM(MC).SELECTED BY OWNER INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQU RED STC RATING OF THE ASSEMBLY 9 CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCHOR BOLTS:12'DIA.(MIN.)PLACED 4-0'o.[(MAX)INTERMEDIATE SPACING MINIMUM(2)BOLTS PER PLATE INTFMORSTAIRS.PROVIDE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR SELF-SUPPORTING WOOD ATTENTION OF THE ARCHITECT IN WRIT NG AND WRITTEN NSTRUCTIONS SHALL BE OBTAINED BEFORE SECTION,'2-MIN.FROM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 653/A 653M WITH ZINC COATING OF 125 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 I C REQUIREMENTS.FLOOR PROCEEDING W TH THE WORK THE CONTRACTOR WILL BE HELD RESNPONS BLE FOR THE RESULTS OF ANY SO.FT.AND 20%COPPER BEARING,24 GA.DESIGNATION G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED BY OWNER STRUCTURAL STEELRECTANGULAR ASSEMBLIES WITH HARD SURFACE FIN SHIES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE ADDIT OVAL ERRORS,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 �AND LANDINGS,AS SHOWN z' THE SITE,RA OR FLOOR PLANS 8 DE S.HAPED ABS AT TO L SET EXTERIOR ACOUSTICAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. -0 NOT Fes(THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICAT ON OF THE WORK. FURNISH AND INSTALL THE FOLLOWING.AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 8 THEY SHALL OVERRIDE ANY DUPLICATE NFORMATION PROVIDED ON ARCHITECTURAL DRAWINGS) THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TENSILE STRENGTH:ASTM D-412,TEAR RESISTANCE MORTAR BED ON CURED,SLOPED CONCRETE SLAB VIER FY STONE TYPE AND PATTERN W TH ARCHITECT PRIOR TO ASTM D-624,DIE C-ULTIMATE ELONGATION:ASTM D-012,LOW TEMP.BRITTLENESS.ASTM D-1149.OZONE 5 THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR 0 THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB ORDERING.PROV DE CONSISTENTX'MORTAR JO NTS.COLOR 8 TEXTURE TO BE APPROVED BY ARCH TECT INSTALL z Z AGING-ASTM D-1149,HEAT AGING ASTM D-573 CONTROL AND EXPANSION JOINTS AS REQU RED. FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK S7EELSBAPES,PL47ETANDBARS:ASTM A-992,ASTM A-36. WORDOORANDWIIVDOWC4SING.CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS 8 HEADS w/3','SCOTIA INCREASE THE SOUND TRANSM SS ON AT THE HIGHER FREQUENCIES THIS CAN HAVE A DETRIMENTAL EFFECT ON O EX RECTANGULARS7EEL TUBE COLUMNS: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 8 5/4 SLOPED CAP.2'HISTORIC SILL FIELD CUT TO F T THE REQUIRED SIZE REFER TO EXTER OR ELEVATIONS AND THE OVERALL ACOUST C PERFORMANCE AND THE STC VALUE,PARTCULARLY FOR HIGHER ACOUS-ICALLY RATED I. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH.DEBRIS AND SHALL PROTECT COLFORMEDMETALFRAMING.C-SHAPED STEEL STUDS,18 GA.ASTM A-446. SOLDERED JOINTS 8 SEAMS ARE REQUIRED.INSTALL RED COPPER FLASHING AT ALL DRIP CAPS,DRIP EDGES AT DETAILS FOR SPECIFIC LOCATIONS OF EXTERIOR TRIM. SYSTEMS.FALUE TO OBSERVE SPECIAL CONSTRUCTION PRECAUTIONS CAN REDUCE THE EFFEC-IVENESS OF w D ALL ADJACENT WORK FROM DAMAGE,SOILING,PAINT OVERSPRAY,ETC.ALL FIXTURES,EQUIPMENT.GLAZING, STEEL PIPE:ASTM A-53 TYPE E OR S.GRADE B. RAKES AND EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS,ABOVE EXTERIOR RUIN NG TRIM,HEADS OF MISIG EX7ER/OR 7RlM:Ix THICK CELLULAR PVC.AZEK OR EQUAL. x CELLULAR PVC SHEET WHEN REQUIRED TRIM THE PI.ANNEO SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT ANCBORBOLTS:ASTM A 307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN WE'.5/4 THICK PVC SHAL_-BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL SID NG BOLTS:ASTM A-325,X'DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CULT TO FIT REQUIRED SIZE 6.SYSTEMS SHALL BE A RTIGHT.RECESSED WALL FIXTURES SUCH AS MEDICINE CABINETS,OR ELECTRICAL, 2 SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL.MECHANICAL,E ECTRICAL AND SPECIALIZED IIVSTALLA77ON.COMPLY WITH CURRENT A/SC CODES AND SPECIFICATIONS AND WITH AWS'STRUCTIRAL WELDING NOTE.ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS EX7ERIORRALUNGSAN7)BALUSTEa.SELECTED BY OWNER. WORK FROM LOW POINT TO HIGH PONT.WATER-T GHT.WEATHERPROOF PERFORMANCE OF FLASHING AND TELEPHONE,AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES.ETC.,WHICH PENETRATE THE GYPSUM BOARD. CONSTRUCTION.SHOP DRAWINGS SHALL BE SIBM TIED TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE CODE;AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CO^d�ECT ONS DETA�D IN EX7ERIORADRCIICEILQVGSiEAVESOFFT7S:tx6 BEADBOAF�CELLULAR PVC.AZEK OR EQUAL WITH THE DESIGN INTENT OF THE WORK.IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH AISC REQUIREMENTS FOR SIMPLE CONNECTIONS.CONNECTIONS SHAL_BE BOLTED OR WELDED. SHEET METAL WORK IS REQUIRED,WITHOUT RELYING ON SEALANTS. EMMORCOLAMIVCOVERS:HBBG PERMACAST F BERGLASS FOR LOAD BEARING HBBG PERMAWRAP CELLULAR SHALL NOT BE LOCA"ED BACK-TO-BACK OR IN THE SAME STUD CAVITY.ANY OPENING FOR SUCH FIXTURES AND PVC FOR NON U OAD BF1►R NG,SEE EXT ELEVATIONS FOR SIZE 8 STYLE FOR PIPING OUTLETS SHALL BE CUT TO THE PROPER SIZE AND SEALED.ELECTRICAL DEVICES SHALL BE '�CONTRACTORS SHALL BE BOND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURERS WELDINGELECTRODES:COMPLY WITH AWS DI.1 CLASS E-70 ELECTRODES. BACKPAINT METAL FLASHINGS W TH BITUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT WITH INSTALLED N FULL BOXES AND SEALED WITH A NON-HARDENING SEALANT,SUCH AS 3M BRAND SIRE BARRIER SPECIF CATIONS AND/OR RECOMMENDA IONS. PRIMERPAINT:•TNEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE. FUBN SH AND INSTALL THE FOLLOWING: V) O CEMENT TIOIS MATERIALS OR DIES MILAR METALS. GALVANII�NG:ASTM A-123. GYPSUM WALL BOARD. MPP-4S MOLDABLE PUTTY PAD OR EQUAL. z WATER-RESISTANT:X IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS 3 ALL MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT.•NOWSHRINK,NOWMETALLC PREMIXED GROUTING COMPOUND. 6. ALUMINUM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAWINGS FOR LOCATIONS GUTTERS:CONT FMERATEDTLtPE'W".W GYPSUM BOARD ON WALLS 8 CEIL NGS OF GARAGE 7 THE ENTIRE PERIMETER OF AN ACOUST CAL ASSEMBLY SHALL BE MADE A RTIGHT TO PREVENT SOUND WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EXEC777O11M PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE *OGEE"STYLE,4Y,'HIGH x 6'WIDE w/BRACKET HANGERS 0 18'o.c.DOWNSPOUTS CONT.2Y4'x 4Y", VFJVEERPLAS7ER ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CE!UNGS AND WALLS,IN TRANSMISSION HROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH O Q) +" PRODUCTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR SERVICE CUTT NG TORCHES IN THE FIELD FOR CORRECTING FABRICATION ERRORS IN THE STRUCTURAL FRAMING CONNECTED TO PVC DRAINS;REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRA NS. �' LE ACCORDANCE WITH ASTM C-587,C-754,C-844.F NISH OF PLASTER ON WALLS AND CE L NGS SHALL BE SMOOTH ASSEMBLY PENETRAT DNS.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q � N FOR THREE YEARS.USE EXPER ENCED INSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT. TOUCH-UPPAINT.IMMEDIATELY AFTER ERECTION.CLEAN FIELD WELDS.BOLTED CONNECTIONS AND ABRADED 8 READY FOR PAINT. THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND S MILAR ( ) 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' ACCF.SSORIEM~FIBERGLASS MESH JOINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS.VINYL"J SURFACES WHERE PER METER RELIEF IS REQUIRED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS - (u i PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS MID TO COVER F RE RESISTANCE,U.L.WIND RESISTANCE ASTM D3462 8 ASTM D3018 TYPE I WITH A MIN.30 YEAR MANUF CHANNEL,CASING BEADS,CONTROL JOINTS,ETC.AS NEEDED. ALSO OF GREAT'MPORTANCE IN ACHIEVING A LISTED STC OR IIC RATING L L_ WARRANTY COLOR AS SELECTED BY ARCHITECT SHINGLES SHALL BE INSTALLED PER MAtv�FACTURERS f l 0 0 4 ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED N THE CONTRACT AND PROTECT FIELD WELDS IN GALVANIZED MEMBERS. CERAMICT7LE.CERAMIC TILE,MARBLE TILE 8 ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AMER CA `J DOCUMENTS SHALL BE THE LATEST EDITION QUALITYCONTROL:INSPECTION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH AMS"STRUCTURAL WELDING INSTRUCTIONS.PRIOR TO INSTALL NG SHINGLES.NSTALL GRACE'ICE fl WATER SHIELD"OR APPROVED EQUAL, INC.IN COLORS AND PATTERNS SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE 8 PERIMETER SEALS N WALL ASSEMBLIES:IN ORDER TO BE EFFECTIVE FOR THE LIFE OF THE BU WING,SEALANTS LLJ -#-- C CODE'INSPECTION OF FIELD ASSEMBLED BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6,A/SC. SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES,EAVES,RAKES,VALLEYS,HIPS, APPROVED MANUFACTURER MANUFACTURER-0 BE AMERICAN OLEAN FOR CERAMIC TILE AND MARBLE TECHNICS 5 "HE CONTRACTOR SHALL MAKE NO STRUCTURAL CI-ANGES WIT+GLUT WR-TEN APPROVAL OF THE ARCHITECT/ O ROOF TO-WALL INTERSECTIONS,AROUND ALL ROOF PROJECTIONS,AND ENTIRE ROOFS THAT ARE FLATTER LTD.FOR MARBLE TILE OR EQUAL.INSTALL IN COMPLIANCE W TH PERTINENT RECOMMENDAT DNS CONTA NED'N MUST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CALKING IS UNSATISFACTORY AS AN THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATH NG.INSTALL'ICE fl WATER SHIELD FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF AMERICA HANDBOOK FOR CERAMIC TILE INSTALLATION'AND MANUFACTURERS ACOUSTICAL SEALANT SINCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT S CR TICAL.THE Z t� Z ENGINEER. ROUGH CARPENTRY ROOF TO M NIMUM 24'INSIDE THE EXTERIOR WALL LINE.INSTALL PER MANUF NSTRUCTIONS. INSTALLATION INSTRUCTIONS.ALL WALL 8 CEILING TILE TO BE INSTALLED aNX•RE N.CEMENTITIOUS BOARD PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE SIDE OF AN ASSEMBLY AND THE ;-- I ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODE MODIFICATIONS AS OTHER,WHICH REDUCES THE POTENT A_FOR FLANK NG NOSE TRANSMISSION. THE PREFERRED PROCEDURE IS � 6 CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTAIN,Blff NOT BE L MUTED T0,THE FOLLOWING SERVICES SPECIFIED HEREIN: HARDWOODFLOOR.PRE-FINISHED A�INSTALLED PER MANUFACTURERS INSTRUCTIONS MATERIAL TO BE T8G 1.. A.AMERICAN INSTITUTE OF TIMBER CONSTRUCTION:STANDARDS MANUAL 8. WALL SIDING SHALL BE HORIZONTAL HARDIE PLANK'LAP SID NG WITH 5i'4,'EXPOSURE COLOR AND TYPE SHALL I'x2'OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A MIN MUMy"GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL a-_ _ w DIKING CONSTRUCT ON POWER,METERING,TELEPHONE,FAX,CONSTRlCT10N EQUIPMENT,DEWATERING AND a NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIF CATIONS FOR WOOD CONSTRUCTON BE SELECTED BY ARCHITECT. 'NSTALL OVER 5#BUILDING PAPER OR TYVEK HOUSEWRAP NSTALL PER VDVYLSHEL�TFLOO)b COMPLIES WITH FEDERAL STANDARD FS L-F-475,TYPE 11,GRADE'A',THICKNESS.080, AND ALSO AT THE SUBFLOOR.SEALANT SHOULD APPLIED TO FILL THE PERIMETER GAP BETWEEN THE PUMPING,HEATING,LIGHTING AND ACCESS.CONTRACTOR SHALL PROVIDE.BUT NOT BE LIMITED TO.THE c. SOUTHERN PINE INSPECTION BUREAU:STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER MANUFACTURERS INSTRUCTIONS SHEET WIDTH 6'0' INSTALLED PER MANIFACTIRERS INSTRUCTIONS MATERIAL TO BE T8G x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURROUNDING FLOOR,WALL AND CEILING COMPONENTS.CAULKING SHOULD NOT Lu N O FOLLOWING SECURITY AND PROTECT ON:FIRE EXTINGUISHERS.BUILD NG ENCLOSURE AND LOCK-UP, o. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. El 0 ENVIRONMENTAL PROTECTION,PEST CONTROL.SNOW AND ICE REMOVAL CONTRACTOR SHALL PROVIDE (TPI-74). 9. INSTALL WATERPROOFING 8 PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE BE PLACED BENEATH THE SILL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY. RFSQ.IDVTFLOOR:INSTALLED PER MANUFACTURERS INSTRUCT DNS.AS SELECTED BY OWNER. SANITARY FACILITIES,DRINKING WATER,CLEANING AND RUBBISH DISPOSAL. E. AMERICAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOOD FOR FLOORS,PLYWOOD SHEATHING FOR WALLS AND FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385 C4RPETFLOOJE INSTALLED PER MANUFACTURERS INSTRUCT DNS.AS SELECTED BY OWNER 9 INSULATION INDICATED TO BE PROVIDED IN A WALL ASSEMBLY SHALL BE THE SAME DEPTH AS THE WALL STIR 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 7 CONTRACTOR SHALL PROVIDE THE FOLLOWING,PR OR TO SUBSTANTIAL COMPLETION:PUNCH LIST, F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS INSTALL PER MANUFACTURERS NSTRUCTIONS (1)PRIMER COAT AND(2)FINISH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP 8 BOTTOM FRAMING.UNLESS OTHERWISE REQUIRED BY CODE.REGULAR UN-FACED GLASS FIBER OR MINERAL WOOL SUPPORTING DDCUMENTATION,WARRANTIES,CERTIFICATIONS,OCCUPANCY PERM T,START UP AND TESTING OF OF ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PR OR TO PAINTING APPLICATION MAY BE INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSULATION,AS THIS WILL REDUCE THE ACOUSTICAL 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMER:CAN INSTITUTE OF T MBER 10. SINGLE PLY EPDM MEMBRANE ROOFING.60 MILS THICK,FULLY ADHERED,SURE-SEAL DESIGN A,BY CARLISLE OR gY BRUSH•ROLLER OR BY SPRAY IF PAINT IS FORMUALTED FOR SPRAY APPLICATION.INTER OR PANT SHALL BE PERFORMANCE OF THE ASSEMBLY. BUILDING SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF LIENS CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS"CONSTRUCTION MANUAL.' APPROVED EQUAL INSTALL PER MANUFACTURERS INSTRUCTIONS. L M A.B OR APPROVED EQUAL.READY-MIXED PAINT SHALL NOT BE THINNED,EXCEPT AS PERMITTED IN THE O FOLLOWING,PR OR TO F NAIL ACCEPTANCE FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS AND APPUCA'ON INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAINT MANUFACTURER FOR 10.RESILIENT METAL COMPONENTS:RES LIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT COMPLETED PUNCH LIST 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MIC SUBSTOLAMITUTED LVL AND PROVIPARALDED AL PSL PRODUCTS I FLEXIBLE,00%WATER-BLOWN,OPEN a CLOSED CELL POLYISOCYANATE SPRAY FOAM NSULATION.FIBERGLASSHANNELS POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THEY CONNECT,WHILE }- BY WEYERHASER.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE PROPER PANT AND PRIMER TO BE USED ON CELLULAR PVC.Al__A NAIL HOLES 8 ROUGH FINISHED WOOD TO BE FILLED - STRESSES AND SECT ON PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED BATT INSULATION,DEPTH DETERMINED BY STUD OR JO ST.INSTALL JUST BEFORE GYPSUM BOARD AND AFTER ANDpEp BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAID BETWEEN COATS. PROV DING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN IN THE INSTALLATION OF Z ` SITE WORK ROUGH ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPECIALTIES:KITCHEN ACCESSORIES,BATH ACCESSORIES,FIREPLACE HARDWARE a MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CHANNELS S THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE z 3 PERFORM ALL WORK N THIS SECT ON IN CONFORMANCE WITH THE F NAL SOILS COMPACTION,GEOLOGICAL 4 DESIGN,FABR CATION AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN GYPSUM BOARD INSTALLED PRIOR TO SPRAYING.INSTALL THE FOLLOWING PER MANUFACTURERS INSTRUCT ONS SCHEDULE AND SPEC FICATIONS.ALL ITEMS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER.THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JOIST,THUS SHORTING OUT THE ^` REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: EX7ERIORWALLS:R-21 OPEN CELL SPRAY FOAM. W RESILIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHNIQUE IS TO PLACE SCREWS ONLY BETWEEN V/ ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SO LS A.SUPPLEMENT TO ENGINEERING BULLETIN#SE-266,DATED 4-19-60 OF A.S.DIVISION FHA I-4-61. ROOFS,EXPOSEDCEIIJNCS,G4N77I.EVER$OVERHANGS:R-38 OPEN CELL'X'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES I"-' 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 INSTALLAT ON AND THUS A MIN MU"1Yc _ ENGINEER TO NVESTIGATE THE S TE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT IF A THE BI,LD:NG THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AR INFILTRATION.THE SEALING CLEARANCE BETWEEN T AND THE ADJACENT ASSEMBLY IS REQUIRED.THE RESILIENT CHANNEL SHAL,BE DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EX STS,CONTRACTOR SHALL NOT PLACE c DESIGN SPEC FICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.0.1 70 BANDJOLM.R-2 OPEN CELL SPRAY FOAM. METHOD BETWEEN D SSIMIIAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION RIMJOLM.R-38 CLOSED CELL SPRAY FOAM. INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. :. W FOUDAT ONS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT/ENGINEER. 5 FOR TRIES CHORD AlID WEB MEMBERS,PROVIDE 0 LENS ON LUMBER OF ANY SPECIES,GRADED VISUALLY OR N GARAGECF.QJNG:R 30 OPEN CELL SPRAY FOAM. x MECHANICALLY,AND CAPABLE OF SUPPORT NG REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN 2. OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR 'I PIPES AND ELECTRICAL CONDU TS SHALL BE CONCENTRICALLY PLACED W THIN THE WALL AND FLOOR/CEILING - O PARTYSEPARAT ION WALL.3Xi'FIBERGLASS BATT ATTENUATION. O 2. PRESUME-VE SO L BEARING CAPACITY IS ROOD PSF ON UNDISTURBED SOIL.ALL CONCRETE FOOTINGS SHALL VALUES ACCORDING TO AFflPA'S T1AT DNA_DESIGN SPECIFICATIONS FOR WOOD CONSTRUCT ON'AND ITS CLOSED WITH GASKET NG SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCAT DNS. BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL BOTTOMS OF FOOTINGS SHALL BE 3-0'BELOW FINISH 'SUPPLEMENT'. FIRESTOP.ROCK WOOL OR THERMA FIBER TO ACHIEVE RATNG• ASSEMBLIES.UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. = JOINTS AND SEAMS SHALL BE SEALED,N THE SAME MANNER OR TAPED OR COVERED WITH A MO STORE x _GARAGESEPARATIONWALL:R-21 FIBERGLASS GATT � I GRADE(MIN.) UNFBVLSHEIVFINLSHEDRASF.MENTSEPARA77ONWALL:R-15 FIBERGLASS BATT. VAPOR-PERMEABLE WRAPPING MATERIAL.SEAL NG MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION z CN 6 FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS 2 REFER TO OTHER DRAWINGS,DETAILS AND SPECIE CATIONS FOR ADDITIONAL INFORMATION PERTAINING TO WALL _ ` v CO I UNFINLSNEDBASEMFMCELUNG.•R-30 FIBERGLASS BATT MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCT ON MATERIALS AND FLOOR'CEILING ASSEMBLIES. r- 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE 7. UNLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY FINISHEDBASEMENTCERMG.R-30 OPEN CELL SPRAY FOAM. 'HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS FLYL MEDPERIMETERBASF-MEWWALL:R-14 CLOSED CELL SPRAY FOAM. 3. OUTDOOR AR NTAKE 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 CO � ^`J'INDICATED ON DRAWINGS WITHIN PARAMETERS LISTED. MUQM _ IA SI FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MSILLS AND CONCRETE FOUNDAT ON WALL WITH NOT LESS THAN A CLASS 1 MOTORIZED.LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT DWELL NG UNIT SEPARATION WALLS,CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES `v 4. ALL BACKFILL AT STRUCTURES,SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.PLACE IN DOORSAND WINDOWS:CONT NUOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO CFM PER SQUARE FOOT WHEN TESTED!N ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED 8'LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. 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 TO BE USED UN BU WINGS LESS THAN THREE STORIES N HEIGHT ABOVE GRADE. � . O� CONSTRUCTION,SHALL BE SUBM TTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION SHOP FOAM REQU RED TO AIR SEA-GAP. STAGGER 8 OVERLAP JOINTS IN MULTI-LAYER GWB WALLS fl CEILINGS ^` ^' BUILDING SITE SHALL BE KEPT DRY 50 THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: ((J `V Yc'SEALANT JOINT AT GWB TO SUBFLOOR 8 CEI ING AT DWELL NG UNIT SEPARATION WAL'S A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 2. JOINT SEALERS TO COMPLY WITH MANUFACTURERS NSTRUCTIONS APPLICABLE TO PRODUCTS AND 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED WITH Y Z C - CALCULATIONSS. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN B. CALCULATION FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) SELF-CLOSING DEVICES. Y"SEALANT JOINT AT GWB TO SlBFL00R 8 CEILING,GWB TO DOOR FRAMES AT CORRIDOR WALLS APPLICATIONS NDICATED AND TO THE FOLLOW NG SPECIFICATIONS:ELASTOMERIC SEALANT:ASTM C-926, FLEXIBLE GASKET(SMOKE SEAL)AT DOORS N CORRIDOR WALLS 8 SEA-AT BOTTOM OF DOOR ANY DIRECTION,DEBRIS,ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS.PLACE IN 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 SEPARA-ION OR CORR DOR WALLS COMPACT TO 90%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D 557 c. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS,REACTIONS AT SUPPORTS AND ASTM C-919 INCLUDE BACKER ROD AS NEEDED SEALANT SHALL PROVIDE PERMANENT,A RTIGHT, 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AR = J STRESSES ON ALL MEMBERS INCLUDING PLATES. SEAL EXHAUST VENT LATION DUCT JOINTS AND SEAMS WITH MASTIC _ WATERPROOF SEALS WITHOUT FALURE LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED LUMINA RES SHALL BE IC-RATED SEAL W RING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS ^` 6 ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9 HANGERS,FRAMING ANCHORS AND FASTENERS:PROV DE AND NSTALL STAMPED AND FABRICATED STEEL OF AND LABELED AS MEETING ASTM E 283 FOR AR TIGHTNESS.RECESSED LUMINAIRES SHALL BE SEALED WITH SEAL ELECTRICAL/CABLE/PHONE BOXES TO GWB WITH PATTY PADS OR APPROVED EQUAL lz 3000 NSF. THE TYPE INDICATED AS REQUIRED.NA LS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC DOORS AND WINDOWS A GASKET OR CAULK BETWEEN THE HOUSING AND INTER OR WALL OR CEILING COVER NG SEAL W RING INTO W REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS G N O ELECTRICAL BOXES 8 RECESSED L GHT HOUSING TO GWB O USE NAILS SHALL BE FILLY DRIVEN N ALL HOLES IN THE ANCHOR.MANUFACTURER TO BE'S MPSON'OR PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING 7 BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS DO NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. UNDERWRITERS LABORATORIES,INC BUILD NG MATERIALS DIRECTORY 6. THE FOLLOWING SHALL BE CAULKED,GASKETED.WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR CURED AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED. B. NATIONAL FIRE PROTECT ON ASSOCIATION PAMPHLE-#80 STANDARD FOR F RE DOORS AND WINDOWS BARRIER MATERIAL,SU TABLE FILM OR SOLID MATERIAL ROCK WOOL AND FIBERGLASS BATT INSULATION ARE SEAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS c. NATIONAL WOODWORK MANUFACTURERS ASSOCIATON S.1078•WOOD FLUSH DOORS. NOT ACCEPTABLE AS AN AR BARRIER MATERIAL. SEAL PLUMBING PIPE PENETRATIONS THROUGH GWB M 10. ALL HEADERS AT BEARING CONDITIONS SHALL BE S ZED AS SHOWN ON DRAWINGS. D. AIR LEAKAGE ASTM E283. PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH TUBS AND SHOWERS W 8 REMOVE ALL EXISTING FOUNDATION WALLS AND FOOTINGS PRIOR TO CONSTRUCT ON OF NEW FOUNDATIONS. E. WATER RESISTANCE.ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR 8 SHOWER ENCLOSURE TO SlBFL00R AND WALL II ALL HEADERS AT NON-BEAR NG CONDITIONS SHALL BE S ZED AS INDICATED IN THE FOLLOWING TABLE,UNLESS AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSLLATION: SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND 9 EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0'BEYOND NEW FOOTING LINE OTHERWISE NOTED: 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AR INFILTRATION STANDARDS OF THE 1972 MUDSILL TO FOUNDATION 8 RIM JOIST TO MUDSILL 8 TOP PLATE TO RIM JOIST PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS TO GWB x AMERICAN NAT ONAL STANDARDS.NSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 LEIS PER SUBFLOOR SHEATHING TO R M JOIST BETWEEN CONDIT ONED SPACES SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR 0 THE GENERAL CONTRACTOR MIST-ACE MEASURES TO CONTROL SOIL EROSION OF STEEP BANKS DURING OPEN NG SIZE HEADER SIZE SQ.FT.8 SHALL BE CERTIF ED AND LABELED. SUBFLOOR SHEATHING T8G AND SQUARE EDGE JOINTS z CONSTRUCTION.WHEN NEW CONSTRUCTION IS COMPLETE,THE GENERAL CONTRACTOR SHALL REGRADE LP TO 4'-0' (2)2x6 SEAL RECESSED HEATERS(PTACS)TO GWB PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTIONS DIS`, 4'-O'TO 6'0' (2)2x8 INSULATE DUCTWORK LOCATED WITHIN F_OOR/CEILING ASSEMBLIES.RBED BAN(AREAS BACK TO NATJI�STATE AND REPLANT SU TAB�E VEGETATION TO PREVENT 6'-0'TO 9-0' (2)2x10 3. GLAZ NG Ni;00RS AND W�".DONS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE TOP PLATES OF EXTERIOR STIR WALLS BETWEEN CONDITIONED SPACES SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB EROSION. DROPPED CEILINGS.SOFFITS AND CHASES SEA_KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNN NG PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING EGRESS WINDOWS ON SECOND FL R MAY NEED MI T NG DE JICES THAT HA/E RELEASE MECHANISMS ATTIC KNEEWALLS AND JOTS-CAVITIES UNDER ATT C KNEEWALLS TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. SEAL CLOTHES WASHER VALVE/DRAIN BOX 8 DRYER EXHAUST BOX SEALED TO GWB 3 I� r URNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN PROTECT LANDSCAPE ITEMS,THAT UNDER ALL PO NT LOADS AND COLUMNS. TUB/SHOWER ENCLOSURE TO SIBFLOOR BATH AND SHOWER GRAINS TO SUBFLOOR SEAL BU LT-IN CAB NETS TO GWB _ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR A-:VEGETATION FROM THE AREA ON MASONRY FIREPLACE TO SUBFLOOR THE SITE PLAN WHERE THE BUILD NG IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED SCRAPE 13. FURNISH AND INSTALL THE FOL OWING: 5. BUILDING ENVELOPE FENESTRATON MAX MUM U-FACTOR 8 SHGC REQUIREMENTS FASTEN CEIL NG MOLDING TO WALL ONLY,PROVIDE SEALANT JOINT AT CEIL NG FIXED 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 STOCKP LE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE HVAC DUCT JO NTS AND SEAMS SEALED WITH MASTIC 8 REGISTER BOOTS SEALED TO SUBFLOOR N APPROVED LOCATION LIGHTFRAMINGLUMBEI�ALL TOP AND BOTTOM PLATES.WALL STUDS SHAL_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 PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS.OPENER w/RES L EN-HARDWARE x • OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO 2 OR BETTER.FINISHED 4 SIDES,19%MAX MUM SKYLIGHTS U-FACTOR 0.50 8 SHGC 0.40 EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEALED WITH MASTIC MO STORE CONTENT,T NOMINAL IN THICKNESS AND W NOMINAL(OR GREATER)IN WDTH.COMPLY WITH INDUSTRY WIR NG 8 PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIALS:USE A COMBINATION OF THE FOLLOWING 2 FURNISH AND INSTALL,IN ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ANY AREAS INDICATED ON STANDARDS,A TC 105. 6. FURNISH AND INSTALL THE FOLLOWING: WIR NG INTO ELECTRICAL BOXES 4. THE SITE PLAN.4"CLEAN LOAM AND GRASS SEED COORDINATE WITH ALL OTHER SITE WORK 7REATEDLUMBER:SOUTHERN YELLOW PINE,#1 GRADE W TH PRESSURE PRESERVAT-VE.TO BE USED FOR ALL NON HARDENING CAULK-SEALS GAPS LESS THANX'WIDE EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND TO BE USED FOR EXT WD. PRF.NUNGbVrERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT AR SEA-THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION. SPRAY FOAM-F LLS LARGE GAPS AND SMALL HOLES !3. FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOTING DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDSILLS. STANDARD ANSI/AHA 135.4-1982 AND NWWDAI.-86,SEC 3.73(B) MANUFACTURER MASONITE CORP.OR ARCHITEC; BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS _ BLOCBINGANDNAMERS.DOUG FIR LARCH STUD GRADE OR BETTER PROVIDE BLOCKING FOR ALL FUTURE APPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR Y4'SEALANT AT GWB TO SUBFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS GASKETS-NEOPRENE,RUBBER,FOAM SURROUND PIPE WITH CRUSHED STONE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH MOUNTED-EMS,SUCH AS,CASEWORK,SHELVING,HANDRAILS,RA INGS,BATHROOM ACCESSORIES.PROVIDE DOOR FRAMES a WINDOW FRAMES TO GWB AT EXT WALLS AND CORRIDOR WALLS ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL.FURNISH AND NSTALL DRAIN PIPE, OWNER.FIRERlTED:FURNISH AND INSTALL AT GARAGE-TO-HOUSE DOORS TO ACHIEVE 20 MIN.FIRE RATING: ACOUST CAL SOLID MAT MEMBRANE FIRE-BLOCK NG AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB x CLEANOUTS,ETC.,AS NECESSARY 8 DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVIL DRAWINGS. NCLUDE GASKETS,THRESHOLDS,ETC.FOR UL TESTED ASSEMBLY DOORS SHALL SELF-CLOSE. GYPSUM BASED UNDERLAYMENT AT WOOD SUBFLOORS PLYWOODSUBFLOOR:APA RATED�'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. E TEU0RDOOR:MANUFACTURER MARV N INTEGRITY WOOD-ULTREX,SHALL HAVE INTER OR FACTORY-PRIMED SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES WOOD W TH FIELD-APPLIED PANT FINISH EXTERIOR W TH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE 8 ATTIC ACCESS PILL-0OWN STAIRS SEALED WITH WEATHERSTRIPPING ON COVER RESILIENT CHANNELS-D ETRICH RC DELUXE RCSD ROOFSHEA7WNG.APA RATED%"EXTER OR GRADE PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER NSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL ENV RONMENT,SALT WATER SPRAY.VERIFY RECESSED LIGHT HOUSING TO GWB ` THAN 24'o C SOUND ISOLATION CLIPS USED WITH METAL FURR NG CHANNELS o RECESSED WALL HEATERS(PTACS)SEALED TO GWB GYPSUM A N-COLOR PRIOR TO WALLSXEA77il1VG:APA RATEDX'COX PLYWOOD OR i(a'OR ENTED STRAND BOARD(DEE). WITH OWNER/ARCHITECT FOR SELECTION fl FINISH OF HARDWARE fl DOOR ALUMINUM 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 GYPSUM WALL BOARD(GWB) ARCHITECT,FOR REVIEW. VIBRATION ISOLAT ON DEVICES - FL1 313.00 G 312.42 G311.25 G311.83 FLI 307.50 G 306.92 , G 305.75 G 306.33 FLI 297.00 FLI 301.50 G 300.92 C 1 FL1 294.50 G 296.42- G 299.75 G 300.33 C2 A FLI 292.50 G•293.33 C 1 k 1291.00 G 291.92 C l C2 A CD G 290.42 C 2 A CLUS E BRA, 13 ERx A N E BR BL ONEI CKLE E Z Z W NO Cap 5 CLUSTER H �++O oe m` o-o y 0. N V V HyF >O rp; �oW o0 CLUS TER -� I`� YL FL 1 313.00 O - 3 a N CC STER 58 E Y LS.0 E L A N E m 1' Z R G 312.42 U x m CLUSTER C K L FL1 305.50 Z acc 0 H O N G 304.92 B L Lo a m c 15 ZL Fal�12.00 FL 1294.50 �' n 0 27 G 293.33 B R O � Y R G 31 h.42 �qR c B L FLI 305.50 rt, G 304.92 0 FLI 293.50 B R C2 G305.92 m P i t Z L F 1 311.00 W/O z �, * t G 292.92 C 1 _ - m Z R 316.42 �o C1 FL 1 306.50 D C 2 G 294.33 G 305.92 n p N A G 305.92 A ,�,," rrr � z F FL 1 294.00 g L O 18 m rn -V, Y L FLI 310.00 W/o O n FLI 295.50 FL1 306.50 A � r C 1 G 305.92 G 309.42 G 293.42 N A G 294.33 G 305.92 "' > A Z R Z (� Z A rn cv+ m Z p- G 305.92 C 2 FL1 309.00 FL 1 295.50 g R O ➢ C 1 G 294.92 G 304.42 c G 3oa.42 N W/o o_. z YR z G 294.92 m C2 � O > FL 1 305.00 w FL 1 296.50 Lu 19 G 295.92 G 304.92 C 1 A G 304.42 FL 1 296.00 B L A B L n• W/O A N A G 295.42 m A G 303.83 FLI 305.50 A 0 C 1 Z c� G 304.33 G Q FL)297.50 gR G 297.42 C2 C2 C)W/O G 3044,33 GB U-i N G 296.92 FL 1 298.00 �pG� V) t1 -G 297.42 F 15 A FF 302.50 N m �� Y � W/o FL 1 298.0o B L '0 G 297.42 : O tIp C 1 G 297.42 0 �� U FL l 30 / � O G 302.92 .92 °'42 CI R G 302.42 U FLI 298.00 B R C2 C l u�`p J W/p FL 1 297.00 O FL1303.00 cn Q Q w- G 297.42 G 301.42 ^ C2 G 302.42 N `Z C 1 �-� <GJ, A FLl 302. G 302.42 lG cfr` G 300.83 C2 A G 296.42 4 • �� C 1 FL1 302.50 A 'F J, G 300.83 C 1 G 301.92 4' FLI 297.00 G'293.42 9` O G 29.83 C2 F FLI 294.00 C 1 �4, BL < C 2 G 293.42 A F� O F W G 295.83 G 302.42 <9 Gst G 300.92 �--� A G 292.83 FL 1 303.00 C 2 ti� �l x � Z W/O C2 FL 1 301.50 Lu Q� c 1 G 302.42 1 C G 300.92 K O (� ` G 302.42 C1 _ . G 289.42 1 A G 300.33 '__ O N m ' G 301.92 A - r- F,V 290.00 G 289.83 �p C 1 CO LO W/O 1 C FLI 302.50 G 289.4�, FLI 291.00 W/O C2 N G 2483, A C2 G 289.83 G 301.33 _ G 301'.33 G'298.42, (� G 289.83 C 2 x 7 � FLlW o C2 A FLI 291.50 L G 287.92 13 G 290.92 FLI 299.00 C 1 G 298.42 = J B L c`& 1 A G 291.83 f BL FLI 293.00 _p G 297.83 _ O alb O`� P G 291.83 C 1 _ C., PP G 292.42 FLI 294.50 �� C2 �� C2 �293.82 x CO J FR �k A 289.d� p,p 7 �i A C 1 G 297.83 z 41 0 BR C2 11 290.00 r x ` C 1 FL 1 299.00 G 28 O 2 cltisTFR q N F ST FR L G 297.83 ` A G 288.83 C 1 .ct US rep FE G 298.42� x '° BR A � C 1 TF r _ ELf 288.50 G 290.33 C2 FF 3 x R W/O F 1 291.50 CLUSTER DD C 1 O ti R` FL1 299.50 ® G 287.92 W/O BR G?98.42 �� G 298.92 ®® G 290.92 G 240.92 I` B L A l '° o B R B R FLI 299.00 Get FLI 293.50 W/o '�° W/O G 298.42 { G292.92 FLI 294.50 C2 UNIT "B" LEFT G 293..92 FLI 245 50 G 298.42 _ W/O x G 294.92 11-411 1- i --------------- ------------ {- L r �IQ4- DECK ABOVE 10"COLUMN ' t MOVERS t �JI ,n 7" 100 CONC. I ONOTUBE 150NOTUBE 1 FOOTIN ' 11 A3 0 1 11 I I 65 I I - 12-5 I W FOOTING z z ro o a 24"xb0" O i�/Q_\ i, i<. \ H > >o a j BLUESTONE � Kn1 �\4n rl �L% p W U Q C, SLAB i �yi�yi �yiK�{.i OC p F p O q 1 n I 1 I 1 T -On �_ 0 - 7 Cl IR i b'-All i EGRESS HELL k U V L N v.r o r I �, i W/STEPS ------------------------ ------------------ ------ -------------- _ ---------- --- -------------------------- -------------------- Li �Gl`�' - --------3- _5ti'r-3'br'r�3 ................3Th"3C5Nf1--- -- -r r-r--*�----- p Ir-___------ -- ----------------------- --------- - -- --- ----- --- --- . I r- -1 r--------------------- ------------------------------ ' DTEMPE � 1 I I - I ---------- -- - ----------� , �)2X6 I I 4/ (3)2X6(MJ (TMPJ br Q i o 2x4 STUD WALL, = i �O� G. �►��� IN ' w SEE DETAILS I 1 I I 1 w I , 2 i WALK-IN .' i 2 �P AN n1II - i C L 1 A3.0 9 Q I ir ' FINISHED to I I 1 - ' I BASEMENT `--------------� 2x4 STUD WALL, FINISHED i I 1 1 I i SEE DETAILS BASEMENT —�ml I I I I j Alo " Z I I I i n 10 O I 1 I ;uj SEE NON-WALKOUT i i i i- 0BASEMENT FLOOR ; � ININ ONRMATFOR ION IN i `r i ' 17'-II" q'-O° 4 C zi< THIS AREA UP 36"HIGH BATH ! GUARD/ HANDRAIL w I 1 I : , - 7 N cr I I-011 i i 14'-A" 1 aT 1 i L 4 1 1 in c 32"x60"TUB I J cn r -' w/SHOWER i i C �-J �� I I I I I 2x6 INT.WALL 1 O O I i�+ HOT I I I I I , _ I` S`G(6�' WATER HVAC STAIR i i i i i i I O Z I 4 m in Z LL Q LL I I I I J I I u n n In ' I , 12xI2x4 , O 51-6" DEPRESSION 0 2xb IIv'r 1rvdL� 1 iCL - i EJECTOR PIT/ i ' IN SLAB ELEC PANEL PUMP FOR i r--- U J -------------J uj 0 u 0 BATHROOM ----- I I I I r------1 r-- ' ___________________________________________________�I _ --•ki i 1 ri --------------------------------------------------- r_ Tt qL i I I I I 1 I I ---------------------------------------------- ' UNFINISHED , r I � ---------------------------------------------- uNE C VATEd ' ' i 1 I i I • 1 I I ' UTILITY O i i ' ri i i 4 i i OUTLINE OF STUD WA /LL � i i I O LL ABOVE I�J I i ! I L---j L— I I 1 I 1 1 I i I I I4'-10" j I I" 1 " I j I W ,[ CN I b-I0 n N r----� i i SEE NON-WALKOUT j i i i fr J O r- i BASEMENT FLOOR I r- w • ' --- ' PLAN NFORMAATTIION IZN i i I UNEXCAVATED i �I - O THIS EA ; i i--- w ; ; w AR t �I l i I SLAB ON GRADE I H I M ^` I J I 1 i I I a �-i--+ W '^ w i ' ' ' - ^//� N I 1 I I i I I 3 1 I � w l 1 I I z cn I i i I O /� I I I I i i 1 . V i I i ' i 1 ' ' i U I NNNININOWN N I I ' I O I i ' I i Q �1J z l I Z� I i i 1 J � ' I i i 1 j I I j I 1 Q I I I x J,I 1 I I I I I III III ----------------.------------------- _T n X I III i Ii Q --------------------------------------------- I- --------------------------10 l ' V)d 4 I 1 I1 r---------------------------------------------------- ' a' ' O I I i r- ----------------------- ------------------- ----I I I I 1 I I 1 ---J i I � ' co i I i i I A3.0 lfl I I I I .. , , 1 —--------——--------------------------------__ L ___________________________ _ J ,�____--i__II—T A9 /4 11 161-3" L 11-104" ( x 21-0"11. Ib'-6" Iq'�• i 116. 1 I � BASEMENT FLOOR PLAN W/ WALKOUT &pBASEMENT FLOOR PLAN x SCALE:1/4'=1'-0" SCALE:1/4"=I'-0' x • FLOOR AREA"B"UNIT BASEMENT 796 SQ.FT. - FIRST FLOOR 1.583 SQ.FT SECOND FLOOR: 1.665 SQ.FT. TOTAL 4.044 SO FT x GARAGE 406 SOFT 0 2' 4' 8' JOLUME 35.600 CUTT. x COMPOSITE 56"H.PVC OPTIONAL MASTER DECKING GUARDRAIL 56" r-� r-� - -i H.PVC A3.0 COMPOSITE M DECK r i r L j GUARDRAIL DECKING ION WALL RECESSES WD.DECK w/DECK OPTION BLUESTONE 10"COLUMN PAVER ic'_____3ZG3_GSML-TEMPERED_-- ------- E COVERS I��• .Q TEMPERED (5)2X6(TYPJ TEMPERED W z� �� o 0 I-4 �N ROOF uu U a Q cc in Lu ABOVE FLAT ROOF BELOW I O o r A3.0 x v jj GUARDRAIL w/ U-Ey4" Ib'-E�,4" a'-I " 35'��� o GATE 36"H. U ABOVE 6RADE °C T�` ------ ------------------th---------ft------------------ ------------------- i 3'h3 CS T 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT TEMPERED 3763 CSMT 1 I • i I �� t- T m' I I •(0 2963 CSMT I 3763 CSMT 3763 CSMT 3763 rSM- I �( D n N s (5)2X6 EMPERED u 1 I TEMPERED I; i F TEMPERED 1 5L I _______________ (5)2X6(TYPJ _ , p 6. I --r ----------------- -- cr OILI N �p ; 1 1 i _ N Z �Q ITYPJ In "�J K a m ,� ,n 1 ��_�" 4'-O" I r - ------ �U) I a to W 214211 N� r--- w 9 9 2 56"W.PREFAB n � 2 A3.0 1 � � � b Ira C\i ---�i OPTIONAL 56" I 2 Q _ 3.0 A3.0 6A5 FIREPLACE _ A3.0 i n i �, _ MASTER - 1 FIREPLACE 6� LIVING - , 19 r I ROOM KITCHEN i I 1 i -B�- Q I, 1 I I 1 I 1 -�-J i 3'- I Of-I" ! I I,p 11�_ �� -t w o o ,In!1 `+ __-�; MASTER I 00 = I f I .� .- ---J 1 BEDROOM 1 Z 42'FIN.W/56"REF. I `Q 1 i I u7 + 1 �• Q I I 1 54"FIN.W/4b"REF. I �p A/C i p.1 i �+ cr q'-0• i v�i i w N 5,_ 41_,%" 6'_2• i UNITS i'S1 i GL6.HT V I 1 I I u') I GONG. I I 1011 ,'; UP _ PAD i tU I ! <" 56"HIGH i i +e� GUARD/ n i i do i ' TEMPE i i. HANDRAILJ. Z. I o+b I I � I 0 ILI- Fr v.".SHE, .z- O I s I I +bb h o 0 o N " 5-O CL e0 _ 1 F 56"HIGH = "4K J N 0+ in PANTRY 0. 0 GUARD/ '1 i SLOPED i HANDRAIL tCL o 6 LA NDPY d. I cv GL6. } DINING - " i 1 tr LL O Z /�� Q S A 6. I-6 I 1 w I " I J 11 ROOM 14 I +68. • ; 1N LK-IN `� = STAIR T 10' DN 3b 1 Z l() IS E DN - T i i 1 CL j��� ��� I R Q 1 i- ti L'JING I 4 Z Q LL cx6,N T JVAL� +� In = I i I X50" I ` I 2x6 I T.W N CHE on ; i O ir ° ° 1VC 1 1 A IG I�,� .`\ I I w �J-. PED t E55--�y`-- --'' ° 32"x60"jUB I w ROOF + x' I o I $ i o Z)� HALL °w/SHOV EP - vUi Q �- ABOVE 6E. , MUDROOM I ircn METER k4ATER1 n I 'l4A11�x_ ro_ o G i I V)) 0 o3 I �-r o= 0 H I }. CLOSET I o I " BAH "`n c ? , in W/ r- O 1 q-0 iV If1 O 1 N I -- o ® ti`r(,6e. v r N WEATHER '- I GL6.HT. +b v'? o W o I 1 f w STRIPPED FLAT i �`. I �b '�~ BATH I n DOOR; ROOF ROI 8 SHELF I N (5)2X6 HEATER BELOW I — ^�b i- B UESTO (TYPJ FOYER SELF-CLOSING 20 - I 41-0" Iq'-q" 2'-O" b'-Io" 2�-O" 4'-E , o MIN.RATED DOOR 6 i ------ -----------�w _ `- ~ 1 ERRAC& I ' >0 I w� 1 }- 1 i • I F w'n 1 x N F I E 3y I N - I N I - F- • Z to ' 4 10'COLUMN 1'- _ lLn I N _ +6e. 5'-I x COVERS - ZcARA6E WALLS A I <:, _ i r Y BEDROOM#3 1 , N CEILING TO HAVE°1'e" = I <I TYPE"X"GYP.BOARD I IS'-5" co 4'-5" 151-5" u i _ O o _ I x GARAGE I 1 Lo I 1 __ GL6.HT. R ti 1 --------- ------ N m ------------------- BEDROOM#2 Id` q� 1 ^1 r I I I I x W 4 DEN I I 1 N Lo r- --------------------- --------- +L* -------„ `GL6.HT. U V I _ n E6RESSv'}�IINDOWS W/ I �`. O N i in N 56"W.PREFAB J 6A5 FIREPLACE I I ? 1 = C3)2X6 O N 0 THAT HA yE RELEASE •� N V I _ O� "r a6 LIMIT 116 DEVICES m I Q (TYPJ V p�HAN115M5 TO LLO Y 2'-0" I I ' 3)2535 CSMT 3)2535 CSMTFt7Y ESCAPE I ' SLOPED -T � __ _ SLOPED i i-�' G 6. 1 O J ----------------- EPDM PAN-------1 -�- - - GL6.I T it a� 16'0"x8'0"OVERHEAD N 0 `_ I V) lit O U 1 _ 1 -__-___J_ A3.0 O --- -- - ---- nN (3)2955 CSMT 0)2955 CSMT If1 T 3'-II" 2�_q" 5'-O..I 3'-' " 3 2-IllyCO 4'-4" '1'-10" 4'-4" I6'-0" 1' 4" 1'-115/4" I6'-6" -O" W.O" ` I A3.0 FIRST FLOOR PLAN SECOND FLOOR PLAN SCALE:1/4'=1'-0' 2 SCALE:I/4'=I'-0' • z FLOOR AREA"B"UNIT BASEMENT 796 SQ.FT - FIRST FLOOR: 1,583 SQ.FT SECOND FLOOR: 1.665 SO.FT. TOTAL LOLL SQ.FT. x GARAGE L06 SO-FT. 0 2' 4' 8' VOLUME 35.600 CU.FT Y 44< fol ALUM.°K"&UTTER A3.0 FLAT ROOF BELOW zz� �v E0, LU,w amp O o i- ,-, vo ue _J J L L_ >_ c o ma y~ Q� n� GLuU 5 . "'RECESSES LINE OF WALL BELOW 0 o o 6 0 0 w/DECK OPTION _ a V x t m a D.S U _ o e i - ------------ I Ie 2 ALUM."K"&UTTER ,\N�l �ti " ff I EPDM ROOF N i ! I MEMBRANE,Y4' i z i i PER FT.SLOPE ; O i N w N D.S. e „ 1 ! I Q +�- „ i i J ALUM. K &UTTER ; � � ! ' r2 � N Li e ; ; O i Q Z � c II f I Ici, LU J 011) Q H FLAT ROOF D.S. ; ; w U Q BELOW �_ ° I; v) f EPDM ROOF MEMBRANE,Y4 , D.S j PER FT.5LOPE i I � ' O LINE OF WALL BELOW ' z 'L'L1 N O x L CN m 1 THIN5ET M BRVE ICK IR _ >` Lr) GHIMNEY� Q - - ' N N - - _� 1 - - , Z n\ D.S.e ' L - - - - - -J ID S. V) _ I }� I I O T ALUM "K•&UTTER - - RAILING BELOW CID I z ALUM."K"GUTTER A3.0 x x ROOF PLAN . x SCALE:1/4--I-0 xCN x • Y 0 2' 4' 8' c x WINDOW/DOOR NOTES I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS,AS SHOWN ON ELEVATION` 2. REFER,TO FLOOR PLANS TO CONFIRM WALL THICKNESS 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED L- PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE BLACK ALUM, p FIBEROLA55/ASPHALT METAL FLASHIN6 AT THE HEAD OF FIBERGLASS/ASPHALT METAL FLASHING At THE HEAD OF � ,GAP c`I ROOF SHINGLE ALL WINDOW5 t DOORS(TYPJ ROOF SHINGLE ALL WINDOWS i DOORS CrYPJ BLACK ALUM.GAP 1�1 1 THINSET BRICK THIN5ET BRICK A3 VENEER 7 1 ZZ W NO co W 0- p 9 010 -" li I I N- 5814 rp. W V Q O ------ %PVC TRIM - ----- \ C ~ _ =Q N __ _ _---_ -______ \ 5TEPPED METAL V o Ix PVC,TRIM O AROUND - _ -- _ --------- ' $ FLA5HIN6 AT ALL v DOORS AND - - 117=1ROOF TO SIDEWALL ROOF TO 51DEWALL a EAVES IS WINDOWS(T1T'J -- ---- ------ ---- 1` ' INTERSECTIONS(TYPJ RAKES(TYP) - __--- WERSEGMn` n_ b" 1G"'5TYLE WHITE 611 ii II ' I ALUM.GU'1'1'ERS w/ � WHITE'ALUM� - I ' i 3'4 PVC TRIM -� -� -u `-! -1 L! L-j L� ' I * 1 " 1 Gt1TTER5 w/ _ _ II _ L I • I i - r AROUND ! I I I 1 S. _ _ x 3 WHITE ALUM. `� bl r I _I I I I I t 0 L-- n_ LEADERS(TYPJd `Xx 3"WHITE n F _ I I I DOORS AND -nI-� f I I ' - I .� ALUM. I _! I I pI'. L✓n I WINDOWS(TYPJ r l__;-I DECORATIVE m LEADERS 112 = I RAI L:N6 I r GEMENTBOARD - - I 4 CrYPJ � - � _ - SIDING SI's" FLAT - r I ':' 2 T 0 SUBFLOOR - --------------------------- -----I �ry - REVEAL - BLUESTONE GAP p _ D.S. FLAT EPDM 12 12 DECORATIVE 12 Iz - RAILING , GEMENTBOARD.I 3'4 PVC,TRIM l-_� �� - -- `r RN SID�IN6,4" CORNERS(TYPJ I ! i I i i II I ! I t 1 I ; nn n; N 1 Z %PVG TRIM V) O .0 CORNERS(TYPJ Lu Q T 0 SUBFLOOR �-�-I'= J-f 1 I 1 I I " I I 1 1 BLUESTONE MRAGE I IOY SQUARE FIjI4H BADE I I I I � t\ I �INISH GRADE v GEMENTBOARD i fL i i _ i FIREPLACE I I I I A3.1 51DIN6,SI'4 REVEAL , I I WATER METER I I rp=� -'�Tr=� i I I 1 1 11 LEADER INTO Z II a II I n 11 I f TERM NATION 1 1 ON GONG.SLiA� C,tiLIWMN I I I I 1 1 �-------------------------------------------------J L I CLOSET 10 *AR 1 1 II a III f1 II 11 1 1 I I A3.1 OVER 1 1 1 1 DRAINAGE 1 1 _T_ I I 1 I --JL_ I I t GUARDRAIL W/ I I rJ ------------------ J L____---___J L I I I I I I I I x I I I Ab• LUMN O BEYOND GOLUMIN 1 1 I �r =�Ik--�r- I r -i SYSTEM(TYPJ I 1 L-------- _-_--J I I� Ir 11 111 II II SATE 36 H. -T I I I I , N i ; --------------------------------------- GOVC�d�R I I Ir�i.,_,_,�II II II i i ABO GRADE �--I--r---------------�--I--J L-----------------� I I �p F- IE � I I 1 I ir WD.COLUMN I I p --Tr-- --ir-- I 1 I I I I I I I I I I 1 r I II I II 1 I 1 I I 1 I I I ' 1 lr i- 1 I I I I I I I -ter LLI I I I I I I I I II 111 II 11 I I 1CN WIN�DO�WS IN i i i i i i W WELL w/STEPS TO SLAB I I I I I I 1 ------- II II------ I I - 1 T O SL O ------------------------------------- -Z r --------------------r . Dr ------------------- ------------------ T-------------rJL-------------------------------------------- ^L/ ro I - I - nn I I I Z LLI Q V � FRONT ELEVATION SIDE ELEVATION x SCALE:I/4"-I'-0" LLJLu 2 SCALE:1/4'=1'-0" U Q diw U Q V) F'BERSLA55/ASPHALT METAL FLASHING AT THE HEAD OF FIBERSLA55/ASPHALT ROOF 5HIN6LE ALL WINDOWS t DOORS(TYP) 4 BLACK ALUM.GAP BLACK ALUM.GAP ` n ROOF SHINGLE _sz - �-THIN5ET BRICK THIN5ET BR GK VENEER _ O Iz VENEER ' -- _ / _ 12 \ -- -- A3.1 a \ - --- Ix PVC,TRIM a EAVE5 8 \\� 91 STEPPED METAL I le - - RAKES(TYPJ W \ E , FLASHING AT ALL _ %PVC TRIM = LL Z - -_-_ II' %PVG TRIM ----------------------- ----------------------- LU O� ----------- ---------- . A3.1 i ROB _- �� \ --- ---- - DOORS AND AROUND _ _ \. INTERSECTIONS b "IC"'STYLE ----� WINDOWS(TYPJ DOORS AND (TYPJ WHITE ALUM. 7 � O WINDOWS - ` 6lJT'TERS w/ A3.1 %PVC TRIM O (TYPJ- 2�x 5"WHITE I kid II I CORNERS(TYPJ x GEMENTBOARD = I-� - - ~ I b""K°"STYLE ALUM. ` ? _ �I (N m I - i • WHITE ALUM, LEADERS � � � SIDING,%V --I- 0 I IZ GUTTERS w/2"x 3' (TYP) i * W I REVEAL- I C JL= - WHITE ALUM. _10"SQUARE � r = LEADERS(TYP) t -COLUMN I $ 1 ,`tr IN COVER OVER i - DECORATIVE r ;� AD.COLUMN _. ICING T 0 SUBFLOOR � I 0' FLAT EPDM = CN 2 --- -------- ------- ----- -------------- -------- - - -- TOSUBFLOOR ----------- ----------------------- --- --------------------------- -•-- ROOF z _L_------------ -------- _ %PVG TRIM " = J CORNERS (TYP) A BLUESTONE GAP - N IN !nn I I Il III I I i_I I E I I I D.S. I (I I LillO WATER n n nnS D.S. - METERII i n�_- nn n� I D.S. CLOSET I I I! - ❑I �� �� _ _ BEYOND HLIIpt T 0 SUBFLOOR -_-- _ _-- _-- I T 0 SUBFLOOR --- _ -- - _ - _ I t t t ------------ l--_____J - _____J C I 11 I I I I I 1 I 1 WATER METER CLOSET A/G UNITS ON I I I BLUESTONE i i i i FINISH GRADE LEADER INTO I , 6UARDRAl1 ►�/ ! LEADER INTO SATE 36" i I DRAINAGE ELEG.METER SAS METER i I _ FINISH GRADE GEMENTBOARD I 11 1 1 I PAVER TERRACE 3 1 1 1 I DRAINAGE 1 1 1 SIDING 5y4' I x I I J L__SYSTEMI TYP LOCATION LOCATION I I DOOR t FiEATERID P� REVEAL I I J l V A3.1 J V l I I I , (I 1 ( 5Y5TEM(TYPJ �`BO� I I r I I p I LL------J L-------J I I I I p L--------------r I I I I - ------------------------------------- I I 110" ARE I I T i i GENERAL NOTES i i • 1 I i i SEE EXTERIOR ELEVATIONS 8 SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS.UNLESS I 1 COVER OVER x OTHERWISE NOTED. HD.COLUMN I 1 I 2 ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING.UNLESS OTHERWISE NOTED I I I I I I 1 I I 1 1 i i i i i i 3 2x6 NOM.EXTERIOR WALL FRAMING 8 2xL NOM.INTERIOR WALL FRAMING TYPICAL, UNLESS OTHERWISE NOTED I I I I 1 I I I 1 1 I I B T O SLAB i i i i T O SLAB I I --,�-----------------------------------------------------------T-I----------� I g -----------------------------------------I I I I rJ `----------------------------------------------------------------------------------------J L T -----J L� T-� -------------------Tr--------- - ------ - I L------------------------------ ---1-------------- ----------------------------------------- ------ ----------------------------------------------B--J 2 4 8' 3 REAR ELEVATION SIDE ELEVATION SCALE:1/4"=I'-0" 4 Y SCALE I/4'7 I'-0' FIBERGLASS/ASPHALT (-METAL FLASHING AT THE HEAD OF 4 BLACK ALUM.GAP ROOF SHINGLE ALL WINDOWS 4 DOORS(TYPJ n �-THINSET BRICK 12 _ VENEER 12V 7 STEPPED METAL 8 FLASHING AT ALL dc z ----------- �` _ z u+ v o c ROOF TO "' = aN u%PVC TRIM 51 FWALL C P AROUND INTERSECTIONS o Lu U a °'.P DOORS AND r- `.� (TYPJac o F o 0 0 0 WINDOWS --_ -_. . O - 5 a rTYPJ _w= n —�I i -tZ oac y a 9 I D.S. WK TE ALUM.GEMENTBOARD 1 607E� "x3� REVEA yV{ ALUM. F- SIVINCT, 4 i Q i ",�_ LEADERS(TYPJ ,`G D --t A3.1 36"H.PVC - ` GUARDRAIL G. 2JhT 0 SUBFLOOR aIRV -- ----- ;� %PVG TRIMCORNERS Y - BLUESTONE q f 3 I -L 3, Q J WATER FIL �E :=8 METER �_— I ' III F _ I I CLOSET I I I , �' BEYOND _1- _lU i- I I I n__I V:1-11 - z I T 0 SUBFLOOR - ---- - -- --- ----------------------- O sn 10"SQUARE if ,i COLUMN I it I I I I I BLUESTONE I I COVER I 3 i ;; i FINISH GRADE LEADER INTO I 6UARDRAILI w/ OVER 1 I I I I PAVER TERRACE I +I + DRAINAGE i ; GATE 56" G LO UMN� (J V ll A3.1 (J V ll SYSTEM(TYPJ ill, i ABOVE GRADE I I I I I = 1 I I Lr------J ir 1 I I I I I 1 I O O CV I I I 1 1-- I I I I Q I I I I I 1 I I I I > B w N T 0 SLAB ---+------------------------------------------------------------+----------� .- JL---------------------------------------------------------------------------------------J LT----------J L I� I I L----------------------------------------------------------------------------------------------1-------------- 0::f �1 REAR ELEVATION w/ MASTER DECK O O_ 0 SCALE:1/4-=1'-0* N z LLI Q O � X Lu w FIBERGLA55/ASPHALT METAL FLASHING AT THE HEAD OF w U Q N FROOF SHINGLE ALL WINDOWS i DOORS(TYPJ ' BLACK ALUM.GAP BLACK ALUM.GAP FFIIBERSLA55/ HALT nOF SHINSLE �-THINSET BRICK THINSET BRICK VENEER 12 VENEER 7 AST 7 Ix PVC TRIM O fZ T2' TZ tZ EAVES 4 L- 7 _ �� N9t STEPPED METAL IZ 12� �12 RAKES(TYPJ O FLASHING AT ALL. tt - �} -%PVC TRIM ROOF TO AROUND %PVC TRIM - ----------- ---------- 51DEWALL �- DOORS AND - 3 ----------------------- z AROUND `� INTERSECTIONS 6""K"'STYLE - ----------------------- WINOOWS(TYPJ DOORS AND •� (TYPJ WHITE ALUM. 7 _. 7 WINDOWS - - GUTTERS w/ -�- -� _ %PVG TRIM = L (TYPJ t `� Z"x 3"WHITE - CORNERS(TYPJ x }- + i "� ` 6""W"STYLE ALUM. n_ P I _ nnn _ f w - O� GEMENTBOARD a* '� ° = n 1 SIDIN5, 4 •�Tj f� + D S WHITE ALUM. LEADERS r� n ,�- o ~ -� x 0 N REVEAL � � - � i -+2 GUTrERS w/2"x (TYPJ i � � ! .-F _ n� n � SQUARE - 5"WHITE ALUM. I 'Al 10 _ " II r I t -� 1 LEADERS(TYPJ i co COLUMN I _lT_ A3.1 + � � � � O � iq COVER OVER q ; _� DECORATIVE + - , N WD.COLUMN EPOK - - _-_ 5 RAILING i r FLAT EPDM T 0 SUBFLOOR -- - - -- +- 1 2nL T 0 SUBFLOOR -L------------------------ _.-- _ ROOF --- ---- - >' N %PVG TRIM - - N CORNERS nn`` BLUESTONE (TYPJ GAP ! - n I -- � 10"SQUARE � D J ! �❑ �-^ COLUMN s ,� - _n F _ IONIATERO HL __ SMETER . COVER OVER O n I n n n i n = n -- ^` �� WD.COLUMN ^S Ill , at - CLOSET BEYOND r I - _ __ ______ O r- t t t t - IJkTOSUBFLOORT- --- -—-—-—-—-—-—-—-—-—-—-—- - --- R - --- ----------------- ------------ -------- --- - ; --- ------- -_ - -------------- ---- x I 0 SUBFJhTLOO 10"SQUARE L -----_ J L-------)- -Tr-�- - r,-- T--r,--„ r COLUMN I II I 11 II I COVER i i LEADER INTO ELEC.METER GAS METER 1 1 WATER METER CLOSET A/G UNITS OVER WD. I ❑� --- I I DRAINAGE LOCATION LOCATION i i W/WEATHER STRIPPED GONG.PAD 1 1 + ++ +t + z I 11 36 H.PVCCOLUMN GEMENTBOARDi-j _ � �-----------------------------------4 DOOR 4 E GUARDRAIL 1 1 SIDING,S1'4 2x4 P.T.HIP. - Jn I II L -ot r ir REVEAL u HAILERS L 10 SQUARE RECESSED INTO 1 -- ' L:: J - - i 1 14�.T�WD. I i �T-- i i--�t I COLUMN x END OF GONG. s !� F1 -- �- I I RECESSED INTO I I SAD I I+ t+ t COVER OVER FND.WALL Y i END OF CONC. i i FOUNDATION WALL ' " + AD.COLUMN • FND.WALL 1 1 --H + BTO SLAB ---11 --- - -- - --- --------------------- ili -------- TO SLAB --------------------------------------- " --�, B� --;—;------------------------------------------------------ -- --------- I I 2x4 P.T.WD.NAILERS O 16"o.c. x RECESSED INTO CONC.FND.WALL 1 1 1 4 1 1 1 1 LEADED INTO ; SIDE ELEVATION w/ WALKOUT ; ; I ' ; FINISH GRADE ; ; ; ; J V l A3.1 I I I I DRAINAGE i i 3 1 1 i i FINISH GRADE I I I I Ir J V l SYSTEM C--- __ I I SCALE:I/4'=I'-0' r ( ---------------------------( ----- ------------------- -� �� rJ L------------------------------------------------------------------------------------------J L� I I I I I I I I I I = 2 REAR ELEVATION w/ WALKOUT 2' 4' e' SCALE:1/4'=I'-0" FLAT EPDM ROOF SLOPE You PER FT. SLOPE Y4"PER FT. f�n� 12 12 �12 12� zz� �o Eo' u 4 H = y m o 12 0 N U v 12V Cu�U N U = 5 3 N v U y o oc U Q OPTIONAL MASTER MASTER '� �tED AlZ VECK wE�6 H.0 Pvc, BEDROOM v HALL BEDROOM#2 C. GUARDRAIL i, FLAT EPDM ir f ROOF T 0 SUBFLOOR C 03� o 2 0 0 u 77c o o T o INSULATE PERIMETER GR= OF AAGE (TYPE n KITCHEN MUDROOM 4 GARAGE z O T.0 SUBFLOOR > _ 1 w ---------�L.QPF�4" FT- Q -----'-' '-' T 0 SLAB @ DOOR r+ ' -- V l 1 l INSULATE FLOOR OVER , UNFINISHED . �.. O ---, - �-� �--- - SPACE(TYP) .p z (N - `- FINISHED �_ F Io�sauAR!` � UNFINISHED � COLUMN BASEMENT INSULATE WALLS COVER ovER UTILITY U Q ADJACENT TO LLl CV NO.COLUMN � UNFINISHED V SPACE(TYPE 'n L ` .. ---------------------------------------- TO SLAB p z 0 O Z J DECK OPTION n BUILDING SECTION o m SCALE:1/4-=1'-0- SCALE-1/4-=I'-0- u.l -J LLJ w u d 0 cn t� 12 �12 12 ±p - O z W z U Z FLAT EPDM MASTER MASTER �1 O r-- RooF BATH v BEDROOM 12 x = L_ 12p 4 N m _ TO SUBFLOOR CN ------------ O% N Y Z � z n = J LIVING V KITCHEN ROOM o - O 4 L 0 T S BFLOOR I x x •� z ii .t "( FINISHED WALK-INir '•• BASEMENT V CL F. z JI J I • T�= T SLAB p 2 BUILDING SECTION _ SCALE:I/4-=I'-0- x z ROOF CONSTRUCTION, SEE WALL SECTIONS HD.LADDER WD.LADDER ROOF CONSTRUCTION, w/BLOCK:N6 ROOF CONSTRUCT ON, w/BLOCKING ROOF CONSTRUCTION, 2x HP.BLOGKIN6 5EE WALL SECTIONS METAL • 6"o.c. SEE WALL SECTIONS OU H.PVC, BETWEEN RAFTERS ALUM.'K" DRIP METAL •Ib"o.c. 51�WALL SECTIONS �6UARORAIL DRIP DECK CON5T., SLITTER I EDGE 5s/4' EDGESEE 53/4" WALL ROOF CONSTRUCT ON, SEE WALL SECTIONS METAL n <���<< «« «�T< SECTIONS ALUM X' - GIs 2 I �:j i -%`(�.-`;•1" _' - - '.��..�.. 6UTTERI z..,-��-- W W O O wv� � � �`� � `�` �_ � � Z Z W e�O E P r` Ix PVC, I ~'�'~ N ALUM."K" =r �^ — —�/'J� ,� — • , , •Q -[}1•O 6UT�TER f I - �Ii4u )J �' / ' i ) ) ! ( TRIM, pC Q W _ v— SIMPSON H-4 OR .p 7 '- '-; ' Ix PVC, �4 -; - PAINT w I! u► I O j a o 0 53/4° H-5 HURRICANE `- -`y�� `J'-_ TRIM 1 < < _ - ri V = 3 CLIP•EACH Ix G =r r,>! PAINT s/4" �; _- ( _- T ll o n RAFTER(TYPJ TRIM = Ix PVC, ! `' Ix PVC, =r I Q WD.SLOGK14 5 PAINT Ix PVC, TRIM, I�4" I I TRIM, uu\i o 3'4 PVC,TRIM, I I PA NT '� IXBEADBOARD � •Ib"o.c. BEADBOARD PAINT i PAINT r T EXT.WALL %PVC,TRIM 5"I 51' 100 SQUARE EXT.WALL EXT WALL 5r P.T.HP.BEAM s/4 PVC,TRIM 5"i 51' 10"SQUARE AR Ix PVC TRIM, CONSTRUCT ON, EA.SIDE OF I COLUMN GON5TRUGTION, CONSTRUCTION, ' ' G � PAINT SEE WALL BEAM,PAINT COVER OVER SEE WALL SEE WALL I i " EA.SIDE OF COLUMN WINDOW AS SECTIONS WD.COLUMN SECTIONS - SECT'ON5 I O SQUARE BEAM,PA NT COVER OVER ; COLUMN i i KO.COLUMN SCHEDULED COVER OVER 1 MAIN EAVE DETAIL "(D.COLUMN s PORCH EAVE DETAIL RAKE DETAIL a DORMER RAKE DETAIL DECK DETAIL PORCH EAVE DETAIL 9 ° SCALE:I-I/2`=I'-0' b SCALE:1-1/2`=1'-0' 0,FMAIN SCALE:1-1/2=I-0' SCALE'1-1/2"=1'-0` SCALE 1-1/2'-1'-0- �� SCALE:1-1/2"=1'-0" Z 0 TYP.ROOF CON5T. SO Lu • ASPHALT/FIBERGLASS TYP.FLAT ROOF CONST. i TYP.FLAT ROOF CONST. ROOF SHINSLE • EPDM MEMBRANE EPOM MEMBRANE • 5e BUILDING PAPER %'Tie EXT.PLYWD. • IK Tie EXT.PLYWD. TYP.FLAT ROOF GONST. �' • s/e EXT.PLYWD.SHEATHING 12 .'� SHEATHING SHEATHING �} • EN&NEERED kV.ROOF 12 I• SH10 TAPERED INI7 WD . • EPDM MEMBRANE EXT.WALL GON5T., TRU`.f w/SPRAY FOAM � y'r2x10 TAPERED WD. J_ °Ys Tie EXT.PLYWD. '� RAFTERS•I6 o.c. EXT.WALL GONST., • INSULATION RAFTERS•Ib o.c. r EXT.WALL CON5T., #}' 5EE DETAIL 2/A5.1 2x4 GL6.JOISTS S�DETAIL 2/A5.1 • SIiEATHIN6 — r r{��' Ix PVC,BEADBOARD ` DETAIL 2/A5.1 IX PVC,BEADBOARD LLJ 2x10 TAPERED HD. N 2 T 0 SUBFLOOR RAFTERS•16"o.c. 1 ' 12 T 0 SUBFLOOR ______ T 0 SUBFLOOR _ --- -1�[-P�f6�EA996AR>�------ 2 -------- •. _ � T 0 SUBFLOOR R ----SLOPE Y4'PER FT. r 2 --------------------` SLOPE You PER FT. . t 0.6 } EAVE W/ ---- ,, ------ f Z N EAVE w/ ' ' 61lTTER, ,��:�':•. EAVE w/ � i O � >` SEE DETAIL --------♦) &JTTER I GUTTER, SEE DETAIL r ►— 0 SECOND FLOOR A3 ---- '� SEE DETAIL SECOND FLOOR r CONST.,SEE DETAIL T GONST.,SEE DETAIL I I i 6 i �`� I CONST.,SEE DETAIL 6 i SECOND FLOOR W Z � A31 2/A5.1 I TYP.SECOND FLOOR CON5T. I I 1 2/A5.1 2/A5.1 EAVE w/ i A3.1 ♦ L , A3.1 `---I ' cir Q I i F (UTTER, i • FINISH FLOOR - --I i-r Z J SEE DETA L r • V Tt 6 PLYWD. I I � SUBFLOOR I I I I � < lii • 12"FLOOR JOIST I > 1GOLUMN I i WIWISGH ODWUL�j ----- - �Ye"GYP.BOARD,PAINT I i i I cii > Q COVER OVER WD.COLUMN i I n cr i z ' w U Q I I i F- � N 0 F- I O DOOR AS I i TYP.EXT.WALL_ SCHEDULED CEMENT 10`SQUARE " I m O CLAPBOARD * COLUMN I = DOOR AS p ION DOOR AS TYP.TERRACE OC BUILDING WRAP O - COVER OVER I O SCHEDULED COVER OVER I O Q ` •)Y EXT.PLYWD. r WD.COLUMN I ' 36"H.PVC, HD.COLUMN I SCHEDULED p( • LIV RANDOM ON SHEATHING 4 $ TYP.FIRST FLOOR CONST. GUARDRAIL • 4"RE N.GONG. �` • 2x6 HP.STUB r • FINISH FLOOR O • 6"COMPACTED •R'o c.w/ • %4'T4&PLYWD. - SPRAY FOAM - ( (' z GRAVEL BASE O NSULATION SUBFLOOR COMPACTED 501 " Ib`FLOOR JOIST FIRST FLOOR CONST., ! I FIRST FLOOR GONST., ^` - FIRST FLOOR CONST., K 5�•BOARD, s/e"GYP.BOARD,PAINT SEE DETAIL 2/A5.1 PAINT r„` SEE DETAIL 2/A5.1 ! W SLOPE Ye F SLOPE Ye"PER FT. I! ! I SEE DETAIL 2/A5.1 3 I: I T 0 SUBFLOOR --------- - ht — _ _ T 0 SUBFLOOR4-!( I z --� T 0 SUBFLOOR T 0 SUBFLOOR •e FIN.GRADE 9 , - -- N O C. `— -1 ' P.T.HD.LEDGER w/ -_ —I i I— I—_ —I I I i 1= I •• TYP.GONG.FND.WALL CONST. I '- (_(=I 1 •• I i METAL FLASHING ON TOP z 10''GONG. l I_— I TYP.DECK CON5T. _ Lo wKATE GTRPROOF SYSTEM SONOTUBE 1 I_I I _ N I I ,� I I • COMPOSITE DEGKINS _ FOOTING- I I I 2xi2 P.T.HD.JOISTS•Ib"o.c. • 10 REIN.GONG.WALL i i _ I I • FOUNDATION WALL, • I_ I I FOUNDATION WALL, I • 611 AIRSPACE I I I -- •� SEE DETAIL 2/A5.1 I •• 2x4 WD.STUD5•Wo.a. J ` I e _ � •' .� SEE DETAIL 2/A5.1 • I I III I I ; I w/SPRAY FOAM _I I I I r— • IN5ULATION(FIN.AREAS) TYP.PAVERS b"FOUNDATION WALL w/ I I I I( I= - )4"SYP.BOARD,PAINT . Ili''RANDOM J (PIN.AREAS) BL'JESTONE w/SAND. ( z REIN.GONG.FOOT;NS, —I I � `Q SEE STRUCTURAL DWS's I NOTE I r ;� SWEPT JOINTS • 4 SAND BED I I N o- FOR MORE INFO. I, I I 4LL WOOD � � I I I IN DIRECT It TYP.GONG.5LAB CON5T. do'COMPACTED —I I ' DOOR AS _ CONCRETE I- • 4NTACT w/ "REIN.GONG.SLAB COMPACTED SOORAVEL BASE IL' (_I! SCHEDULED c i SHALL BE " { • 10 MIL.POLY VAPOR 10 SQUARE < �, BARRIER �—COLUMN z PRESSURE I I( COVER OVER co •' •• : • b`COMPACTED •��. GONG.SLAB,SEE TREATED ( GONG.SLAB,SEE WD.COLUMN • DETAIL 2/A5.1 - I GRAVEL BASE ON J I _ GONG.SLAB,s� x COMPACTED SOIL =� DETAIL 2/A5.1 DETAIL 2/A5.1 x T O SLAB —I' I I T 0 SLAB _— _ T O SLAB _-----_—--- - •— T O SLAB z g ------------------ g - - g -- -.. . . s B 1 . ,.. - ----------------------------- .,,.IRV • - . •• @ FYI'. • = 4"PERF.DRAIN �, 4 PERF.DRAIN Q 4 PERF.DRAIN ,- L.E. I L _ x PIPE IN COURSE PIPE IN COURSE — ''I I ` FsRAVEL,WRAPPED - — — f _ — _ '• -_ REIN.GONG.FOOTIN6, 6RAVEL,WRAPPED REIN.GONG.FOOTING, PSRAVEL,WRAPPED REIN.GONG.FOOTING i III I I III I E[ 2"RIGID INSULATION • IN FILTER FABRIC, SEE STRUCTURAL VHS's IN FILTER FABRIC, SEE STRUCTURAL DW6's IN FILTER FABRIC,, SEE STRUCTURAL DWS's I I— 2'-O"MIN.EA. CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. i ION CONC. ( I I DIRECTION FOR �—SONOTUBE ��— I ENTIRE LENGTH OF z WALL SECTION 2 WALL SECTION 3 WALL SECTION r ♦ l FOOTING, —I REAR WALL e �� ♦♦ �. WALK-OUT SCALE:1/2' 1'-0' SCALE:1/2'=1'-0* SCALE 1/2"=1'-0' 10"FOUNDATION 4"PERF.DRAIN .• , WALL w/REIN. L----------i PIPE IN COURSE GONG.FOOTING,SEE GRAVEL,WRAPPED STRUCTURAL DW6's = IN FILTER FABRIC, FOR MORE INFO. 4 WALL SECTION CONNECT TO DRAIN SCALE:1/2'=P-0. z DOOR AS SCHEDULED INSTALL EXTRA EPOM DECK STEP OVER STRIP"WEAR LAYER' TAPERED EPDM OPTIONAL DECK CONST. UNDER EACH 5LEMPER MEMBRANE TAPERED ROOF J�"FIBERBOARD ON TA E PER • COMPOSITE 2x P.T.SLEEPERS CONSTRUCTION,SEE �4�EXT.PLYWD.ON • TA WALL SECTIONS TAPERED JOISTS • EPDM MEMBRANE •),"FIBERBOARD • 5/4"T46 EXT.PLYWD.SHEATHING 36"H.PVC, • 2x10 TAPERED WD.RAFTERS O Ib"o.c. GUARDRAIL • 2x4 CL6.JOISTS • Ix PVC BEADBOARD DECK CONST., z z o co SEE WALL �0 W c9 C R 010 RECE55ED DOOR O I SECTIONS - J H� >o a OPTIONAL OPTIONAL DECK `�:" ¢:r °1° MASTER -� ALI o W U BEDROOM DECK ' 6111"rER'K" O ~ Q C o ii °o °e w/36"H.PI € 'I _ - _ V V ro a GUARDRAIL i - 0 SLOPE Y4"PER FT. Q t 2 T 0 SUBFLOOR -+- -r 3 rrr-- FLOOR C.M �► EXT.WALL CONSTRUCTION, i CONSTRUCTION, SEE WALL TYR ROOF CONST. Ix PVC SEE KALL SECTIONS SECTIONS SECOND FLOOR TRIM, (� - r 'H v ---- COI SEE DETAIL • ROOF SHIN6BER6LA55 PAINT ix Pvc,BEADBOARD q 9 ION SW�`� DECK COLUMN 15�BUI LD N6 PAPER COVER OVER I DOOR AS EXT.WALL CON5T., • %"EXT.PLYWD.SHEATHING CONST., 34 PVC TRIM 5"ice 5I' ION SQUARE � COLUMN f f SCHEDULED SEE DETAIL 2/A3.1 • EN61►�D AD.ROOF EA.5 DE OF COLUMN SEE WALL TRUSS w/SPRAY FOAM BEAM,PAINT f f CON/m OVER SECTIONS INSULATION 12 f AV.COLUMN 9±p ' OPTIONAL DECK DETAIL 5 WALL SECTION 6 SCALE-1-1/2'=1'-0' SCALE:1/2'-1'-0" EAVE w/ i r, 6UTTER, f SEE DETAIL f ROOF CONSTRUCTION, z f — SEE WALL SECTIONS 0 f f 2x AD.BLOCKING > BETYVEEN RAFTERS 2 w f � f f METAL W 44EEVUULE NDOH ASi i DRIP = EDGE V)n f f LLI �, J f f F EPDM ROOF i Q TYP.WINDOW PVC - i CA51N6,PAINT ALUM.•K' Q t\ t U p GUTTER LuCN O 12 12� .-- ---- 0.6 Ix PVC,BEADBOARD In SIMP50N H-4 OR V) ROOF CONST.,5� 5 ---- -� Ix PVC SIDES,PAINT I = H-5 HURRICANE Z N DETAIL 2/A3.1 WINDOW AS CLIP O EACH ------- - _ A3.1 f f i SCHEDULED RAFTER(TYPa O EAVE w/ SIM i a DECORATIVE Ix PVC,TRIM, U GUTTER, f RAILING ( PAINT WD.BLOCKING O Z) SEE DETAIL O Ib o.c. Lu Z (� n WINDOW AS cn _ SCHEDULED z J Q BARD EPDM ROOFING,RUN J I UP SIDES 4 UNDER PVG SILL 4 � Q SOFFIT ; i SECOND FLOOR I WINDOW,ON 9/4'T46 APRON,PAINTu di w CONS SEE DETAI� EXT.PLYWD. J SHEATHING,ON EPDM ROOFING w,RUN UP 51DES 4 UNDER U T., Q WINDOW AS i i H 2/A3.1 TAPERED FRAMING WINDOW,ON"9/4"T46 EXT.PLYWD. to SCHEDULED ' �� � SHEATHING,ON TAPERED FRAMING----) p EXT.WALL OC CONSTRUCT ON, SLOPE Y4'PER FT. _ - SL FEE)'4"PER FT. SEE WALL __���w , -' EXT.WALL EPOM ROOF i Q n SECTIONS 12 ~ _ CONSTRUCTION, i SEE WALL �[ EPDM ROOFING,ON 10 SECTIONS L- DECORATIVE i SECOND FLOOR 9/4x I T46 EXT.PLYWD. ! '- r-,!� i`` . ( _ O RAILING i TRI TAPERED FRAM N6 r, ` CONST.,SEE DETAIL ,� /�., �; '-' !'-' �• ,--� ON 2x4 - ~ ; i ------------- ----.------- - 2 T 0 SUBFLOOR �r 4 ROOF KEECI CONSTRUCTION DORMER WINDOW DETAIL = a t Rm GUARDRAIL w/ 'S f SCALE:I-I/2'=I'-0' Z GATE 36"H. 1 1 10111 S LLJ N ABOVE GRADE EXT.WALL CON5T., to r SEE DETAIL 2/A3.1 '� I'-6■ {'-0" �J O I'CHAMFER O . BOTH 51DES Ix PVC Ix PVG z - L r- TRIM, I °I'e"TYPE'X"GYP. PAINT BEADBOARD - N coBOARD 4 NSULATIONR T 0 SUBFLOOR - - ^, ABOVE 6AASE I 'a coW Lo FIN.GRADE 3 RECESSED WINDOW DETAIL N SCALE:1-1/2•=I'-0' A. N OVERHEADr- DOOR .I `-,•°. EGRE55 STEPS FIRST FLOOR CONST., I— -I SEE DETAIL 2/A3.1 _ 0 = J Fl II I NEW WINDOW 4 DOOR INSTALLATION NOTES: n` .° TAPE OVER METAL VJ f I DRIP FLA5HING ! REF.VASS FOR HEADER I. ALL W'NDOWS AND DOORS TO HAVE _ N (TMPJ SIZE COPPER PAN OR BITUM NODS MEMBRANE O 4 ; FOLD SELF-ADHERED FLASHING AND ALL W NDOW5 4 DOORS ir 00� %PI SLOPED GAP RUBBERIZED FLASHING INTO SHALL BE INSTALLED EXPLICITLY %PVC SLOPED W/PVC,SCOTIA(TYPJ---), OPENING AT JAMBS 4 ACCORDING TO MANUFACTURER'S GAP w/PVC x 00 INSTALL OVER SILL END INSTRUCTIONS SCOTIA(TYPJ ` SELF-ADHERED 2. COPPER PAN OR BITUMINOUS MEMBRANE ` gj%T 0 SUBFLOOR _—_-- _ ° °: j t' RUBBERIZED FLASHING GAP DAMS(TYPJ FLASHING AT ALL NEW WINDOW 51LL5 I 3�4 PI HEAD x OVER HEAD NAILING WINDOW R 0 HT SHALL BE INSTALLED OVER A SLOPING CASING(rYPJ _ — SLOPE y4,PER FT TO FOUNDATION b GRAVEL w/DRA N FLANGE(TYP) SEE EXT ELEVATIONS SILL(USE CEDAR CLAPBOARD SET ON THE x -•• T@ DOOR �_ °•,, t •°•,•• T PER'METER DRAIN BACKER ROD AND ROUGH 5 LL)TO PROVIDE P051TIVE - r - 30" SEALANT AT INSULATED GLASS DRAINAGE TO THE EXTERIOR MIN. 3. PRE-FORMED WINDOW OR DOOR SILL PANS • °. ° CONC.SLAB,SEE PERIMETER OF WINDOW WINDOW SEE EXT. 5/4xb PVC JAMB ~ (I.E.MARVIN SILLOUARD OR EQUAL)MAY ' i c U °• a' DETAIL 2/A3.1 FLANGE MYPJ ELEVATIONS 4 WINDOW CASING(1YPJ z - ALSO BE USED IN PLACE OF COPPER OR - • 2'HISTORIC PVC, SCHEDULE FOR TYPE BITUMINOUS MEMBRANE FLASHING x DRIVEWAY, �1_` ° i= T 0 SLAB - _ •� i --� 4. WRAP BOTH SIDES - SEE SITE PLAN - _ B - _ - -lT_-- ;_ SILL w/DRIP DES 4 TOP OF ALL WINDOW 4 - -.�-- z f i DOOR ROUGH OPENIN65 WITH A 40 MIL. S� i i = x RUBBERIZED PAN BITUMINOUS PEEL 4 STICK MEMBRANE OR GONG.SLAB, I DETAIL 2/ S NO `• .•° `Q l FLASHING SYSTEM w/END A BUM BASED FLASHING TAPE(SUCH AS - ' I" RI610 INSULATION iN �� GAP DAMS 4 BACK BETWEE'�1 WINDOW UNIT 4M MADE BY rnEKGRAGE G FLEX AAPRLISL.E,VYGOR PLUS _ •° d• ••° �� •' STOOL TR M(TYPJ 5. NAILING FLANGES TO BE EMBEDDED IN 2"PI " . PAN FLA5HINIIS CAULK EXCEPT FOR THE BOTTOM FLANGE HISTORICAL B FOUNDATION WALL w/ n \ b. ALL NAILING FLANISE5 TO BE COVERED w/ Ec SILL ITYPJ 4"PERF.DRAIN PIPE IN COURSE REIN.GONG.FOOTING, �!( b"WIDE FLASHING TAPE 5/4x4 APRON(TYPJ REIN.GONG.FOOTING, �. ALL VOIDS(SHIM SPADE)AROUND WINDOW x SEE STRUCTURAL DWG a GRAVEL,WRAPPED IN FILTER SEE STRUCTURAL DW6'e FOR MORE INFO. FABRIC,CONNECT TO DRAIN FOR MORE INFO. TYP.EXT.WALL FRAMES WITH.N THE ROUGH oPENIN65 TO T Y P. EXTERIOR GONSTRUGTION FOAM INSULATION-EXPANDING,SPRAY WINDOW// DOOR CASING = WALL SECTION WALL SECTION �TYP. WINDOW DETAIL WI SCALE I/2'-I'-0• Y SCALE.1/2"=I'-0' SCALE 1/2•=1'-0' SCALE I-I/2'=I'-0' 35'-0' IL CONSUnLTING ENGINEERS 12'-5' I'-5' Structural Engineering Design IL 71L 4R� 117 Black Point Lane 4 r Portsmouth,RI 02e71 Camera/O'Neill Neill got.579.:yea Consulting Engmee.s 50.1 Y-2' fl o o-0 GONG.FT6.REINF.W/#4 I'-4' 1'-4• C�NEW YA 0 - -I�BARS o 12'O.C.EA.,BOT-�r - 5'-8° Ib'-6' 12'-5'Ar- CO I I t�iGL � d k0- 10'DIA.REINFORCED --- 4 n Z Z t++ (D Oq E°w k �0 SONOTUBE PIER,TYP. , 1 •""' •. ? "'O of N V Q �" (13D.F.MIN.3'-b' 50.1 s s 'C1 `n-> >o C o- Q Q�0-04 BELOW GRADE) 3,_2, ��..1 a W U C o •.i�t� LY fin W O�_ 00 GONG.FT6.REINF.W/a4 -` O �- OL N ��BARS.12'O.C.EA.,BOT�. _ _ PERMIT SET " _ m U z 5 O I U FASTEN FIRST WALL t5'-li° 12'THICK GONG.FT6. Q FASTEN FIRST WALL 10'VIA.REINFORCED STUD TO GONG.FDN. GOORD.W/ARGHLL tb'-0' REINF.W/#5 BARS 0 --- SONOTUBE PIER,TYP. ----- - q STUD TO GONG.FDN. a WALL W/HILTI TYPE X-U WALL W/HILTI TYPE X41 12'O.G.EA,SOT. 6 (B.O.F.MIN.3'-b' POWDER ACTUATED 50•I POWDER ACTUATED �S � 50'I BELOW 6RADE� FASTENERS AT 16'O.G. �n FASTENERS AT 16'O.G. [B.O.F.-10'-10'] STAGGERED r ty�.D.F.-14'-O'] --[B.-_-ON] -------------- ------- -------------- STAGGERED fr---- ------ ----_ -- - ---------- ---- -, I ,--- -- T.O.SHELF T.O.SHELF [-10'-23) T.®.D�-� l [-10'-2') I 1 J I �-T.O.-WALL T.O.0 BEAM ALLL I -T.O.STEM %n _. 50.1 T.O.STEM I 1 i I [-0 5►4] POCKET Q I [-10 2) PROVIDE d INSTALL BEAM • Q [-'�4) POCKET AND P.T.BEARI O Q I I T.O.WALL -' T.O.WALL I Q PLATE TO ACCOMMODA O i [-5'-10'] I� BEAM.PROTECT 7 I T.O.WALL T.O.WALL O WINDOW UNTREATED LUMBER WITH O LC [GOORD.W/ (WORD.W/ARGH'L] BUILDING FELT,TYP. m l I u ARGHL) I u_. T.O. STEPS -pROVIpE(4)FULL PROVIDE(4)FULL I y T.O. STEPS I COORDINATE I HEIGHT#5 VERT.BARS HEIGHTS VERT.BARS I WATERPRDOFIN6 I FT6.STEPS I AT WALL STEP AT WALL STEP FT6.STEPS I I AND DRAINAGE W/ O - I ARCH'L DWG5. vi t r' 9 9 I 0 I � � to I T.O.WALL T.O.WALL PROVIDE#5 AT 24'O.G. T.Oi WALL [-0 V4'] 4 1 '- [-0'-51'4°] VERTICALLYd HORIZONTALLY I � [-0-5►4] 5 > t`+ I CENTERED .PROVIDE I I 50.1 LU Q o I I p Q 05 DOWELS I FT.TO MATCH O -'v T.REINF. �I I50.1 SI 1 0 � I'-10'FT6. J Al PROVIDE d INSTALL BEAM 3 PROVIDE d INSTALL BEAM 3 POCKET AND P.T.BEARING 50.1 PROVIDE d INSTALL BEAM 10,I ALL POCKET AND P.T.BEARING 50.1 PROVIDE d INSTALL BEAM PLATE TO ACCOMMODATE v. POCKET AND P.T.BEARING "i PLATE TO ACCOMMODATE ��. POCKET AND P.T.BEARING '- O I BEAM.PROTECT --- Zb PLATE TO ACCOMMODATE lu 0 BEAM.PROTECT 2b PLATE TO ACCOMMODATE 0 UNTREATED LUMBER WITH �' v 0.17 .1 BEAM.PROTECT r, UNTREATED LUMBER WITH --- BEAM.PROTECT CV BUILDING FELT,TYP. I--O UNTREATED LUTIBER WITH O BUILDING FELT,TTP. 90 O OI I 50.1 UNTREATED LUMBER WITH >_,Q O =Q I I BUILDIN6 FELT,TYP. I'-10'FT6. Q � BUILDIN6 FELT,TYP Q '~ V) 10'WALL I T.O. LL, � _ WALL 7 T.O.WALL I Z L I POCKET m 0L T.O. O BEAM 5 O I POCKET Q O 0 w I I x T.O.WALL I N POCKET I 0 BEAM I ' I PROVIDE ELEVATOR PIT r 50•I '� : I [-1'-�4') ---- POCKET I 4 [-I 6�'4] PROVIDE ELEVATOR PIT CL 5 FOR ELEVATOR OPTION T.O.ELEV. I T.O.ELEV. Q [_I 42Y4] PIT SLAB � I •' FOR ELEVATOR OPTION � ZO 50.1 r T SLAB J i OMITTED TO ACCOMMODATE POST MAY BE ELEV.-10-6 I FOOTING AND P05T MAY BE Jh PIELEV.-10-6 _ AGGOMMOD TE U TA.WALL I OMITTED TO ACCOMMODATE v TA.WALL 1 F- ELEVATOR OPTION 12 THICK GONG.FT6. I O I J [ -5V4] REINF.W/#4 BARS e ELEVATOR OPTION [-0'_S�'4] 12 THICK GONG.FT6. Z Q r �SLAAB�� •pip J[�.O.F.-10'-10°] I 12'O.G.El^I.,BOT. I [-J T.O.SLAB J[B.O.F.-10'-10'] I REINF.W/�4 BARS e 0 Z i6'-O' I1�f 12 O.G.EA.,BOT. 0 CL COORD.W/ARCH. tl0'-V5' I 6' I I-0' ELEV.-q'-b' p ( COORD.VV ARCH. 310'-us' r I b' z I 5LAB DETAIL T.O.WALL-� iv I _ I �'P T.O.WALL N Q ~ I -PROVIDE M4x48' 0 BEAM POCKET I I SLAB DETAIL N w O U Q Q I 50.1 m Q PROVIDE M4x48 0 BEAM POCKET Q I I 1.-0. AT RE-ENTRANT [-1'-04] I I I-O` 50.1 DIAGONAL R®AR I m LL cn I ,n AT RE-ENTRANT PROVIDE(4)#4 VERT. I �' � SLAB CORNERS. T.O.WALL (B.O.F.MIN 3'-6' I SLAB CORNERS. I - IV 4'NORMAL WT.GONG. TO WALL T.O.- WALL PROVIDE(4)04 VERT. I T.O.WALL [B.O.F.MIN 3'-b' BARS AT PIER,TYP. /- b [COORD.W/ p BELOW ) BARS AT PIER,TYP. 4'NORMAL WT.GONG. T.O.WALL T.O.WALL b I I I SLAB-0ON 0 BEAM [-O'-51'4'] [COORD.W/ O BELOW ] r----- - L SEE DETAIL POCKET 50.1 ARGHL] I-0' r----- I L SEE DETAIL POCKET [O'-�41 5p.1 ARGHL] I I' • o --- 4] [B.o.F.-lo'-lo'] SIM I SIM I I v r- --, r-� - ---- ---------- -----� I LC; r------ I- [-I-M4) [B.O.F.-10-10) r- ,-r- 1 - --- ---------- -- -- I 10 PROVIDE INSTALL BEAM -------------- I I POCKET AND P.T.BEARING --- - -1 f PROVIDE CONT.*4 BAR I 10 PROVIDE t INSTALL BEAM _____ •' --- - -- _ 50.1 I - G AT TOP OF WALL I I I POCKET AND P.T.BEARING r I PROVI GONT. 4 BAR PLATE TO ACCOMMODATE I�p I `�•I PLATE TO ACCOMMODATE I G AT TOP OF WALL Q O I i I I BEAM.PROTECT S IN THE EVENT OF SEPARATE I SHEAR YAND COt NUOUS BEVELED 2x3 4 I I IN THE EVENT OF SEPARATE I- T.O.WALL v O I � T.O.WALL I BEAM.PROTECT ,, 5 I� AND G NUOI15 BEVELED 2x3 ♦� UNTREATED LUMBER WITH POURS,PROVIDE d INSTALL x5 UNTREATED LUMBER WITH I 1 , SHEAR AT WALL BASE I TA[WALL BUILDING FELT,TYP. 50.1 I I T.O.WALL BUILDIN6 FELT,TYP. 50.1 POURS,PROVIDE d INSTALLS I SIM x 30'LON6 DOWELS 0 12'O.G. O I I O L I I VERT.DRILLED d EPDXIED INTO x 30'LONG DOWELS 0 12'O.G. I 10 O I I'-0'I'-28' I VERT.DRILLED d EPDXIED INTO FDK W/6 EMBED. I I I FOR W/6'EMBED. - I I'-10'FT6. _ - I 1'-10,FT6. w J �_ I SLAB DETAIL O 3 J �_• J I SLAB DETAIL 10 WALL T.O.WALL I J T.O.WALL I - -- r [-0'-5►'4� 50.1 9�'� I L- - -- r J [-0 10'WALL O ID ID 21-op m I I 10'WALL 4'NORMAL WT.GONG. m LL I 3 / -J 50� I 10 WALL 4 NORMAL WT.CONC. -_ I b _J I 50 2 _ i p b I I 11-10'FT6. I SEE DETAIL N I I p I I I'-10'FT6. I SEE DETAIL g`n I J { I T.D.SLAB I I -� 1 O O o I I lo•WALL ^I I ELEV.-I-0y 0 GARAGE DOORS I o I T.O.SLAB x I I I I ID'WALL :1 I ELEv.-I-0 0 6ARA6E DOORS o f al I �< I I Q o I OI a I W I I I �„��11, if I'-10'FT6. OI I IN THE EVENT OF SEPARATE - I Q I'-IO°FT6. OI I IN THE EVENT OF SEPARATE O I Q� O �I I POURS,PROVIDE d INSTALL K5 I POURS,PROVIDE d INSTALL 05 I ' x 30'LONG DOWEL5 0 12'O.G. I Li I I E. o.I � I x 30 LONG DOwa.5®12 O.G. I I VERT.DRILLED d EPDXIED INTO 4I � I mi FDN.W/b'EMBED. TA.WALL I I Ln I VERT.DRILLED d EPDXIED INTO T.O.WALL 1 I •- --, - IFON to [-o'-�►';] I •' I I I -51 T.O.WALL 0 DOOR I I I I I T.O.WALL T.O.WALL I ., I I I [-0'-5}4'] I I I [-D'_5'4'] •ODOR o - 5 0 I ------- - I I [-I'-b'] o ---- -- • J , --- ______ _____ 50.1 I -------------- -------- --- - --------- I ° 50.1 o --------- ----- -- - ------ I I t I I r I 0 1 I r [BA.F.-4'-6'] ------- ------ r- I I I -- --------- -- --- L---- -------- I O I O.F. 4 4 x ih LY•O.F.-10'-10'1 L------- b 0-04 tl'-10►: b tl'-41': tl'-IOY: tlb'-3' x 50.1 COORD.W/ARCH. 50.1 COORD.W/ARCH. 2'-0' I61-6' 19'-6' 21-0' 161-6' x • FOUNDATION PLAN NOTES: 1. T.O.FIRST FLOOR 5M FLOOR SHALL BE GALLED ELEVATION 0'-0' FOOTING SGHEDULE w 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUT5,UNDER6ROUND UTILITIES, _ FOUNDATION PLAN-WALK OUT BASEMENT PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, FOOTING FOOTING B 6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADE5'DRAWIN65 PRIOR A FOUNDATION PLAN-E6RE55 WINDOW ID TA6 SIZE. REINFORCING 5GALE:1/4'=1'-O" TO CONSTRUCTION. SCALE:I/4=I-O F2 2-O x2-O xl2 THICK C3)#4 E.W.BOT. 3, 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE F4 4'-O'x4'-O"xl2'THICK (5)i►5 E W.BOT. )�'THICK'SPRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. x 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,SLABS, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH t CIVIL,6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. a CAMERA-O'NEILL 4"INTERIOR CONCRETE CONSULTING ENGINEERSStructural Engineering.Design Lj SLAB ON GRADE w/bxb W WI.4xWl.4 W.W.F.SLAB PROVIDE d INSTALL 51MP50N P.T.POST, ii7 Black Point Lane SHRINKAGE CONTROL JOINT ABUbb(OR ABU44 AT 4x4 SEE PLANS Camera/O'Neill Portsmouth,Rl 02871 W U LU 0• CONCRETE SHALL BE 4oL578.i983 PROVIDE AND POSTS)STANDOFF BASE d Consulting� (PROVIDE 5AWGUT JOINT O o 3000 psi MIX W/NO IN GONG.SLAB AND FILL w/ �z ��- ADDED AIR ENTRAINMENT. INSTALL CORNER FASTEN TD CONCRETE PIER PV ' BARS TO MATCH DIA.EPDXIED THREADED EPDXY AFTER 5LA13 CURES) SIZE AND SPAGIN6 AT H.5.5.COLUMNS,PROVIDE AND INSTALL�"GAP ANCHOR ROD(5"EMBEDJ JF NEW RUN HOR BARS OF HOR.WALL „ CONCRETE FILLED LALLY FPLATES AND "xl0'xl0°BASE PLATES. 10 MIL.POLY.VAPOR X x ,� x LONG REINF.E.F. GOLUMN,SEE PLAN AT LALLY COLUMNS,PROVIDE AND INSTALL RETARDER.LAP E06E5 0SPRIN6FIEL0'GAP AND BASE PLATES. (ON MIN. W/(4) FASTEN GAP PLATES TO BEAMS -1/2'DIA.LA6 ffi/' cr t"SHIM SPACE.COMPLETELY PACK SCREWS AND FASTEN TO CONCRETE FOOTINGS WITH(4) ,c. Z Z W o E 10"DIA.CONCRETE 50NOTUBE ,; �. O c 00 o 0 WITH N.S.GROUT TO ACHIEVE FULL �'DIA.EXPANSION ANCHORS.TYP. �,��t C y_ a c b'THICK COMPACTED , BEARING ONCE COLUMN 15 SET IN PLACE GRAVEL BASE LAYER. _ �,' 0 W U a w O1 0 O 41) ad W O'— 00 _ .. C J O � O UNDISTURBED VIR61N 501E GONG.SLAB ON PROVIDE d INSTALL U s 3 T.D.SLAB EL. GRADE,SEE PLANS SEE PLAN PERMIT SET OR COMPACTED GRANULAR FILL z (3)#4 HOOKED U Z o •. DOWELS a U CONCRETE WALL INTERSECTION b �! ' •• IYl I.SAWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. �Fl _-' OF SLAB PLACEMENT,AS SOON AS CONCRETE I5 CAPABLE OF SUPPORTINGPROVIDE AND INSTALL OUTSIDESAWGUTTIN6 EQUIPMENT. CORNER BARS TO MATCH 51ZE AND B.O.FOOTING . It •• � S.O.FOOTING 2.LOCATE 5HRINKA6E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT SPACING OF HOR.REINF. SEE PLAN FOR PLANS MAXIMUM 5PACIN6 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RE5ULTIN6 36• FOOTING 51ZE AND SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH v REINFORCEMENT CONCTE 50NOTUBE DETAIL,TYP. TO WIDTH RATIO. m (D;�7ALF •' 36" 3/4'=1'-O' 3.OPTIONALLY,THE SHRINKA47 GE CONTROL MAY 5UB5TITUTE PRE-FABRICATED 3 TYPICAL SECTION THROUGH INTERIOR FOOTING PLASTIC STRIPS INSTEAD OF 5AWGUTTIN6.SUBMIT CATAL06 GUTS FOR SCALE:3/4"=1'-O" APPROVAL PRIOR TO U5IN6. GONG.5LAB ON GRADE,SEE PLAN 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS-ON-GRADE CONT.#4 NOSING® �N H.H.F.DOWN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND STEP'TYP. FACE .H PIT AGI-360 AND AGI-302. INSTALL IN51DE 2'-b"MIN.LAP (2)#4 BENT BARS `r ' CORNER BARS TO AT BOT.OF FOOTING T.O.UPPER SLAB MATCH SIZE AND Q JEL.SEE PLAN\qF TYP.INTERIOR SLAB ON GRADE DETAIL SPACING OF HOR. t 24" Q O vi 5GALE:NONE WALL REINF.E.F. ' STEP VARIES, ++O Q Z SEE PLAN v . 12°�— •• ti T.O.LOWER SLAB Q (3'-O'MAXJ #4"Z'BARS x._,- , to 3b' ®12'O.G. I L— ., > .� 1 2 b'MIN.LAP 2 LL CL 2 -'' ALL AREAS SHALL BE�' b" #4 SLAB BARS®12'O.G EA. (TYPICAL) CONTINUOUS ALL COMPACTED WAY 0 SLAB MID-DEPTH FOOTING AND PREPARED PRIOR TO CONCRETE WALL CORNERS (2)#4 CONT.AT CASTING NEW CONCRETE 00 BOT.OF FOOTING (�)56ALE: SECTION THROUGH ELEVATOR PIT b'MIN. (2)#5 CONT.AT 3/4"=1'-O" TYP.REINFORCED CONCRETE WALL DETAILS SOT.OF FOOTING SCALE:NONE DOOR JAMB BEYOND N #4 SLAB DOWELS®12' 'APA RATED WALL 2a TYPICAL STEPPED FOOTING DETAIL 36' SCALE:3/4"=1'-O" COORDINATE SLAB E06E O.G.0 6ARA6E DOOR SHEATHING,SEE 1` DETAIL WITH ARCH'L OPENIN65 � �NOTES' J M 24• CV DRAWINGS 2xb WOOD STUDS®16"O.G. Q UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOTJ FASTENED LU CONT.#4 NOSING T.O.SLAB FASTEN PLYWOOD TO ALL TO CONCRETE WITH 'DIA,x 12"LON6 2xb WOOD STUDS m Ib'D.G.UNLESS 2xb WOOD STUDS®16"O.G.UNLE-55 K� 5 B PLATES WITH bd NAILS®4' HOOKED ANCHOR BOLTS a 46'O.G. AND NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR •r_2 O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL 0 � SHEARWALL SCHEDULES. STHE R 15E I SCHEDULES. T.O.WALL ENDS,AND DOOR OPENIN65.5 P AGONG.SLAB ON O DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED • GRADE,SEE PLANSPROVIDE AND INSTALL FELT BOND nTO D NG ETEHOR WITH S DIA.x 1 G LONG TO CONCRETE WITH i'DIA.x 12'LON6 (2)#4 CONTINUOUS - L T.D.WALL BREAKER WHERE SLAB 15 POURED � 111 HOOKED ANCHOR BOLTS 6 46'O.G. AND To ANCHOR BOLTS®4b-O.G. AND BARS®TOP OF WALL U _j w b°(MIN)FROM BUILDING CORNERS,WALL "TdG APA RATED ! AGAINST FOOTIN6/WALL,TYP. b (MIN)FROM BUILDIN6 CORNERS,WALL Td6 APA RATED to Q • LU ENDS,AND DOOR OPENIN65. PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENIN65. PLYWOOD 5UBFLOOR b.TYP CONTINUOUS T.O.SLAB 0 N 0 BEVELED 2x4 ,—•,y, .5 PLAN T.O.SUBFLOO N T.O.5UBFLOOR SHEAR KEY,TYP. EL.SEE PLAN\AW T.O.WALL T.O.WALL v (2)#4 CONTINUOUS GONG.SLAB ON A m A. BARS 6 TOP OF WALL GRADE,SEE PLANS FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL PRE-ENGINEERED -•, Q ' 10'WALL PLATES WITH bd NAILS®4' r O.C.EA.PLATE,TYP. PLATES WITH bd NAILS®4' FLOOR TRUSSES, O.G.EA.PLATE,TYP. SEE PLANS B.O.FO PLAN r• ! (2)#5 CONTINUOUS (2)#5 CONTINUOUS # (2)#4 CONTINUOUS b' •, CONTINUOUS v BEVELED 2x4 BARS®TOP OF WALL • BARS®TOP OF WALL i FOOTING SHALL BEAR ON BARS®BOTTOM OF TYP. .. SHEAR KEY,TYP. x \-PRE-ENGINEERED TOP CHORD NATURAL,UNDISTURBED I-10 FOOTIN6 BEARING FLOOR TRU55E5, - 5UB-6RADE OR PROPERLY SEE PLANS COMPACTED GRAVEL FILL. v SECTION THRU 6ARA6E DOORS a O jh B.O.FOOTING r- qV EL.SEE PLAN r (2)#4 CONTINUOUS J O • FOOTING SHALL BEAR ON BARS 6 BOTTOM OF ^l • NATURAL,UNDISTURBED 110 FOOTING x ^l 7W • #5 HORIZ.BAR 0 TOP, #5 HORIZ.BAR®TOP, COMPACTEDGD06RRA�VOELFI�LLY ; Z BOTTOM,d 24'O.G. BOTTOM,d 24-O.G. �"APA RATED WALL 2xb WOOD STUDS®16"O.G.UNLE55 BOTH FACES BOTH FACES SHEATHING,SEE NOTED OTHERWISE IN PLANS OR _�+•-' W #5 VERT.REBAR 0 46" #5 VERT.REBAR 6 4b" GENERAL NOTES. 5HEARWALL SCHEDULES. SECTION THRU 6ARAGE WALL — Q O.G.OUTSIDE FACE O.G.OUTSIDE FACE b #5 VERT.REBAR®24' #5 VERT.REBAR®24' DOUBLE 2xb SILL(P.T.ON BOT)FASTENED SCALE:3/4"=1'-O" O FASTEN PLYWOOD TO ALL T� Io WALL OG.INSIDE FAGS Io'WALL O.G.IN51DE FACE PLATES WITH bd NAILS®4- TO CONCRETE WITH I"DIA.x 16'LONG 36" V O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLTS®46 O.G. AND ^, ` • • • ENDS AND D OR OPENINGS CORNERS,WALL #4 SLAB DOWELS®12" 24- O.G.0 TERRACE ' T.O.STEM GONG.SLAB ON FOUNDATION - .5 PLAN 6RADE,SEE PLANS T.O.SLAB • #5 CONTINUOUS HORIZ. 5 AB 42 #5 BENT BARS®24"O.G. 42 BAR®TOP OF STEM T.O.5LA13 10 #5 BENT BARS®24"O.G. '• ALTERNATE BEN05 6"STEM :PLAN ALTERNATE BEN05 ` • PROVIDE AND INSTALL FELT d PROVIDE AND INSTALL FELT T.O.SHELF '• T.O.WALL 2 I _ PROVIDE AND INSTALL FELT A GONG.SLAB ON BOND BREAKER WHERE BOND BREAKER WHERE .5 P A • 4' BOND BREAKER WHERE 6RADE,SEE PLANS F SLAB 15 POURED A6AIN5T SLAB 15 POURED AGAINST SHELF SLAB 15 POURED A6AIN5T (I)#4 CONTINUOUS - b-WALL FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. i0"WALL FOOTIN&HALL,TYP. BARS®TOP OF WALL GONG.SLAB ON GONG.SLAB ON #5 CONTINUOUS HORIZ. b• 6RADE,SEE PLANS GRADE,SEE PLANS BAR®TOP OF SHELF 6'TYP - GONTI U 2x4 b' �', TYP. #5 BENT BARS®24"O.G. SHEAR KEY,TYP. • �- - --� ALTERNATE BENDS v 4 A. � •. 4 •' Q TYP. B.O.FOOTING • r•. B.O.FOOTING - B.O.FOOTINGVP.VARIES '•' P t (2)#4 CONTINUOUS (2)#5 CONTINUOUS � I'-10' (2)#5 CONTINUOUS p FOOTIN6 SHALL BEAR ON ° BARS®BOTTOM OF 5EE PLAN SEE PLAN - BARS®BOTTOM OF BARS®BOTTOM OF ' NATURAL,UNDISTURBED 1-b FOOTING v FOOTING v -�-- FOOTING B.O.FOOTING +' SUB WAVE OR PROPERLY m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON .VAR E5 COMPACTED 6RAVEL FILL. NATURAL,UNDISTURBED NATURAL,UNDISTURBED SEE PLAN It-loll (2)#5 CONTINUOUS SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY v OF FBARS 0 OOTIN6��OM THRU TERRACE FOUNDATION COMPACTED 6RAVEL FILL. COMPACTED GRAVEL FILL. rn Ej�,TIONLE:3/4'=1'-on r 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING SECTION THRU FOUNDATION-PARALLEL FRAMING SECTION THROUGH WALKOUT FOUNDATION � Aff3/46=11_011 a 0 CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design 117 Black Point Lane Camera/O'Neill Portsmouth,Rlo1871 ConsultingEnguice,s 401.S78.1983 6ENERAL NOTE-5, GONGRETE NOTES, STRUCTURAL LUMBER.ENGINEERED LUMBER, J�VEIN Y I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE 5TREN6TH OF NOT LE55 THAN 4000 P51 AT 28 1.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETI-ffN 45%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR ram`?; V SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS STRESS-GRADE LUMBER AND ITS FASTENINGS'OF THE NATIONAL FOREST PRODUCT'S A550GIATlON. AND ALL CONSULTANT DRAWIN65 AND REPORTS INGLUDINN6 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRE-551VE STRENGTH OF NOT LE55 THAN 3000 PSI AT 6EOTEGHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADE5 AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,5TI;4GTURAL LUMBER SHALL BE: STUD5:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 PSI,E=1,300p00 PSI, ;n , LL Z Z`U m 0 E°' 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A GOMPRF551VE 5TREN67TH OF NOT LESS THAN 4000 P51 AT 28 DAYS J015T5/RAFTER5/BEAM5-5PRUCE-PINE-FIR NO.2,FB=875 PSI,E=1,400,000 P51 �""'- ? 'L U' C CCO•� u c THE ARCHITECT OF RECORD. + y-> >o C o; (ENTRAINED AIR CONTENT 13E'rNEEN 45SHS AND 7SHT). PRE55l1RE TREATED LUMBER,SOUTHERN PINE NO.I,E=1,400p00 P51 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER�tFDl1GIM6 ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2x6 a 16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL -�,;.,ti' ale LU o t p o GUT-OIIfS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILT]X-U POWDER DRIVEN "- 0 ~ 3 a a, ALL OTHI_R ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TE5TIN6 LAB ON FASTENERS O 16"O.G. U x z 3: '0-ECHANIGAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARD5.ON>CYLINDER SHALL BE BROKEN AT 7 DAYS,TWO PERMIT SET U z TRADES'DRAWIN65 PRIOR TO CON5TRUUCTION. AT 28 DAYS,AND ONE AT 56 DAY5.A CO MBE COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL iALTIPLE MEMBER BEAMS AND HEADERS ER SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL NUMB OF STUDS U CODE INFORMATION AND DESIGN LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHEW ISE. Q b.NO CALCIUM CHLORIDE SHALL BE U5ED IN ANY CONCRETE. BUILDING CODE,INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUD5 SHALL BE NAILED TOGETHER WITH IbD NAILS.NAIL RELATED REFERENCE:ASGE 7-10 7.A CONCRETE MIX DE516N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH 51DE5 STAGGERED`4°APART. CONCRETE USED ON SITE.MIX DE516N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF GENERAL FLOOR LIVE LOADS: CONCRETE. 6.UNLE55 OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL ATE`'-PRE-ENN61N�WOOD TRUSSES: RESIDENTIAL: HE16K STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LESS THAN L WOOD TRUSSES SHALL BE DES16NED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD PRIVATE ROOMS f CORRIDORS SERVING,THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 UNLESS NOTED OTHERI-415E. TWO JACK STUDS AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. TRUSSES',PUBLISHED BY THE TRU55 PLATE INSTITUTE. PUBLIC ROOMS 4 GORRIDOR5 SERVING THEM,100 P5F q.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWIN66 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND I.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 51MP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHAN61N6 WOOD MEMMRS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER 5NNOW AND ROOF LOAD5/FAGTOR5: ENGINEERING REVIEW.SHOP PRAHIN66 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMPSON LSSU SKEWED AND/OR SLOPED HAN6ER5 AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL U5'X20 TRU95 MANUFACTLREPS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL.SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.RIDGE STRAPS(10 80 NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION).GROUND 5WH LOAD(Pg).30 P5F BENDS,DETAILS,ETC. 3.WOOD TRU55 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP FLAT ROOF SNOW LOAD(Pf)r 30 P5F 8.FLU5H FRAMING SHALL BE SUPPORTED BY J015T HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED DRAWINGS BEARING 5EAL AND SIGNATURE OF THE M516N PROFESSIONAL ENGINEER,RE615TERED IN THE STATE 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE MEMBER. OF NEW YORK.SHOP DRAWIN66 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):IA LE55 THAN 2'-0'OR 48xDIA. SUBMITTING TO ARCHITECT.SHOP DRAHIN66 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; SNOW EXPOSURE FACTOR(Cc),ID LE55 PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING TRU`�DETAIL 5HEET5 SHOWIN6 CONNFI6URATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(CO:I.O 11.ALL HELPED WIRE FABRIC SHALL CONFORM TO ASTM A-05,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HANGERS FOR 6E0TEC4iN1GAL FACTORS: PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TF465 FROST DEPTH:3'-b' 12.ALL HELPED WIRE FABRIC,SHALL BE LAPPED TWO(2)FULL'-'ESN PANEL5 AT SIDES AND ENDS AND BE SECURELY DESIGNER),ETC. ASSUMED SOIL BEARING CAPACITY:SEE'FOUNDATION MOTES'IT IS ASSUMED THAT WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE`�URE TREATED WITH PRESERVATIVE. 4.TRU55 DE516NER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING,CODE AND ALL THE SOILS SUPPORTING,TH15 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL PRAHIM65 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRES51ON5 AND CUT 11.EXTERIOR WALL 544EATHIN6 SHALL BE MINIMUM 1532 APA STRUCTURAL I RATED SHEATHING.J'HUBER'ZIP'SYSTEM 15 FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCOMENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELB-ENTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-ZIP 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 NO NOT LESS THAN b'O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCKED AND NAILED EARTHQUAKE,SW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.5HEATHIM6 PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSS DESIGNER SHALL CAREFULLY Z OHNER5 SHALL RETAIN THE 5ERVICE5 OF A QUALIFIED 6EOTECHNICAL ENGINEER TO AND LOCAL AGENCIES (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. 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 T�E 6.G.,ARCHITECT,AND MECHANICAL DESIGN. N VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTEGMvIGAL ENGINEERING,REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5UB-FLOORING SHALL BE 3/4'TONGUE 4 GROOVE APA STRUCTURAL I RATED SHEATHING,EXPOSURE I LMLE55 w PROGEDURE5 AND 6UIDELINE5 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: CieWIND FACTORS: REINFORCED CONCRETE'AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS a b'O.G. ROOF TRUSS TOP CHORD DEAD LOAD:10 P5F RISK CATEGORY:II ROOF TRU%BOTTOM CHORD AD LOAD:10 PSF BASIC WIND SPEED(V)r 130 MPH AND AGI-30530E GUIDES FOR HOT/GOLD WEATHER GONGRETIM6. MAD TRU55 TOP CHORD DEAD LOAD,15 P5F EXPOSURE CATEGORYt B Ib.6.G.SHALL COORDINATE ALL CONCRETE FINISHE WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM J'T46 APA STRUCTURAL I RATED SHEATHING. FLOOR TRU55 BOTTOM CHORD DEAD LOADt 10 P5F S TOP06RAPHIC FACTOR(KZ0:1.0 BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6.6.SHALL COORDINATE THE CONCRETE MIX DE516N(I.E.SELF 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING,SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED 6.TRU55 DE516NER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WNIGH MEET A LIVE LOAD INTERNAL PRESSURE GOEFF I.30.1E OCL05ED BLD6J SHEATHING. DEFLECTION CRITERIA OF L/b00 AND ALL ROOF TRU55ES WHICH NEE`A TOTAL LOAD DEFLECTION CRITERIA OF SALIENT CORNER DISTANCE,b-0' CONSOLIDATING CONCRETE),REBAR PLAGE*'ENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY THE LES�.�ER OF 3/4'OR L360 UNLESS SPEGIFIGALLY APPROVED OTHERWISE. '- ROOF PITCH,27-45 DEGREES CONSOLIDATED CONCRETE POUR FREE OF V0105 AND/OR'HONEY-GOMBIN6'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING,FRAMING SHALL BE NAILED WITH 8d NAILS NOT MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48'OF 7.WOOD TRU55 ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY LLJ ON GOMPONENT5 AND C-�62DIN6t UNFAGTORED r4IND LOAD5 11.6ETNERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRACING. F- ZONES I,2 4 3 ROOF WIND PRESSURES DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE GONGRETE DISTRIBUTION O TRIB AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNEW THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYGOMBIN6'AND VOID5 IN CONCRETE Ib.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF}'APA RATED PLYWOOD 8.TRU55 SPACING SHOWN IN STRUCTURAL ENGINEERING,PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 PSF 35b PSF 35b PSF FOUNDATION.TECHNIQUES,SUCH AS PRE-STA61NN6 CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED 5HEATHIN6 WITH END AND SIDE JOINTS 5TA66ERED BETWEEN 5U1CCE551VE LAYERS.EACH LAYER OF SHEATHING, CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAWIN65 FOR ACTUAL TRU55 LAYOUT AND SPACING z CY) 20 5F 28A PSF 34.0 P5F 34D PSF CONCRETE MIX DE516N5 TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING WITH 8d RINK-SHANK NAILS O 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J CV 50 5F 26b P5F 32D P5F 32.0 P5F CONTRACTOR'S DISCRETION. STA66ERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. 100 SF 25.2 PSF 30.4 PSF 30.4 PSF 18.CONCRETE VOIDS AND EXCESSIVE'HONEY-GOMBIN6'SHALL BE DOCUMENTED AND REPORTED TO THE 1-7.SOLID BLOCKING SHALL BE PROVIDED AT RI06E5 AND EAVES TO SUPPORT AND FASTEN PANEL EDGES IN ZONES 4 Q 5 WALL WIND PR_59 RES ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHOD. PARGIN6,DRY-PACKING,AND ALL GIRGUM5TANGE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE 51.65TRATE FOR LU TRIG AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING GONTINUOU5 PANEL E06E SUPPORT AND FASTENING. Z 10 SF 33D P5F 40.1 P5F 5I6NIFICANT VOIDS. 20 SF 3Ib P5F 38D PSF 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP LU z 0 50 5F 2q.6 P5F 34.3 PSF STRUCTURAL 5TEE NOS' DRAHIN66 FOR ALL EN61Nff P LUMBER AND I-JOIST5.SHOP DRANIN66 SHALL INCLUDE BUT ARE NOT LIMITED 2: l;f I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISG SPECIFICATIONS AND CODES, 0 100 SF 28.4 PSF 3Ib PSF TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE'-EMBERS,BEARING LEN16TH5, 500 5F 25.2 P5F 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKIM6,BRIDGING,AND 5QUA5H BLOCKS. CL FOUNDATION NOTES: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(HU SHALL BE ASTM Agg2 FY=50 KSI.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER ft 5LJ,AND PARALLEL STRAND LUMBER(PSLJ SHALL U -' w CHANNELS,ANGLES,AND MISC.STRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 KSI.ALL SQUARE AND BE VER5A-LAM BY BOISE CASCADE OR EQUAL. w Q Q RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H55)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 KSI. 0U I.ALL 501L CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,FG=750 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENT5 OF A5TM F1554 AND P51 FG=3000 PSI,FV= 285 PSI,E=20W,000 P51 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL A307. 511186RADE OR COMPACTED BANK FAN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P5L COLUMN5/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,F6=750 AT LEAST 3000 PSF.6G SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4.ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4'DIAMETER P51 Fr_=3000 PSI,FV= 285 PSI,E=1,700000 PSI H16H STRENGTH BOLTS UNLE-55 NOTED OTHERWISE. SUITABILITY TO SUPPORT THE BUILDING.FULDING AND THE UN SHALL BE 22.LVL5 AND PSL5 SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR ME:HANIGAL CONNECTIONS FOR THE FULL RESPONSIBLE FOR GONNSTRUGTINN6 THIS BUILDING AND SURROUNDING SITE/SUB6RADE 5.ALL HNELDIN6 ELECTRODES SHALL BE EIOXX. LENGTH�THE�p,�p IN STRICT ACCORDANCE WITH THIS REQUIREMENT. 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMA 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 U5EP SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF A5TM 0-255q-76. FOOTING ELEVATION AND COVER®WITH A LAYER OF COMPACTED GRAVEL. AND GAS WELDING IN BUILDING CONSTRUCTION',LATEST EDITION. 24.ALL SIMP50N CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,POST GAPS,ECT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 7.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING A MINIMN Z-MAX CORRO51ON RESISTANCE OR APPROVED SUBSTITUTE. } EACH TYPE OF 501L TO BE COMPACTED. OF I0p00 POUNDS UNLESS NOTED OTHERWISE. 8 ALL FILLET WELDS SHALL BE A MINIMUM OF I/4'UNLESS NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LLHBER SHALL BE CERTIFIED FOR USE WITH THE . 5.501L SHALL BE COMPACTED TO NOT LE55 THAN g5%OF MAXIMUM DRY DENSITY PER PRESERVATIVE TREATI-!ENT USED. ASTM 0I551 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH. q.ALL HELPS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 2b.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED GONDEN5ATION,PRESSURE TREATED LUMBER,AND/OR THE O b.FIELD DBdSITY TESTS SHALL BE PERFORM®BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-GORROSIVE � Q TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC IN COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENi_C3. LUSPECTION AND TESTING.THE O ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL HORK TO ALLOW THE ABOVE TE5TIN6 27.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMPSON PC/EPC 7.BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T CAPS AND 48'LONG NNLESS OTHERWISE NOTED)514P50N 206A COIL STRAPS.STRAPS SHALL BE �7- ^^`` EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST. FASTEN 5TRAP5 WITH W 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND IOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. 8.SEE PLUMBING AND ELECTRICAL PRANIN66 FOR UNDER FLOOR SYSTEMS AND SPECIAL �'WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. �M /^�`` GRANULAR FILL MATERIAL REQUIREMENTS. 28.ALL CEILING FRAMING(INCLUDING TRU55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE CLEANED OF ALL RUST,LOOSE Q . FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING = 9.NO FOOTIN165 OR SLABS SHALL BE POURED INTO OR AGAINST SU56RADE CONTAINING MILL SCALP AND OTHER FOREI6N MATERIALS AND RECEIVE ONE COAT OF APPROVED PRIMER PAINT REFER TO FRAMING WITH ARCHITECT OF RECORD. � O FREE WATER OR ICE. ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FIN15H PAINTS AND APPEARANCES. O 13.PROVIDE d INSTALL 'FULLY HEEDED AND FITTED HdEB STIFFENERS BOTH SIDES AT ALL BEARING N1 POINT 2q•AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE t INSTALL 10.ALL SLABS-ON-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE CONTINUOUS 2X8 CLEAT FASTENED THROUGH 5HEATHIN6 AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING ¢ L- GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES,UNLE56 NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE 010 DECKING SCREW m PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTEGHNIGAL ENG THROUGH TOP OF RAFTER. ENGINEERS THROUGH CUT5,HOLE5,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES 9 ^` OF RECORD. SHALL BE SHOWN ON SHOP DRAWIN65 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.5l1RNIN6 OF II.FORGES DUE TO HYDROSTATIC PRE551URE HAVE NOT BEEN CONSIDERED IN THE - �1J HOLES OR CUTS IN STRUCTURAL STEEL FelMR5 IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN 30. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-EN6IN�RED WOOD RIM TRUSS. P3RM155ION FROM THE 5TRUGTl1RAL ENGINEER OF RECORD. TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAILS O 6'O.G. _ DESIGN OF THE FOUNDATION FOR TH15 STRUCTURE.IT I5 THE RESPONSIBILITY OF THE (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS, C GENERAL GO OTHER QUALIFIED TO CONFIRM WITH A 6EOTO ENSURE ENGINEER,CIVIL 15.6ENERAL CONTRACTOR SHALL SUBMIT SHOP D ZANN65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS O 6'O.G.AND TO THE TR1155 VERTICAL MEMBER5 WITH 8d NAILS O ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE HYDROSTATIC AND ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL b'O.G.(3 NAILS PER VERTICAL MIEMBER).TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER x 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 DAHP-PROOFIN6,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,CUTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,BIDED 8d NAILS O 6'O.G.**EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HE16W KING STUD AND JACK RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)6d NAILS(5 EACH KING AND JACK) CN Y a 2 r ti ti i Y j 3 Y • :r z a AT END POST,PROVIDE AND CAMERA-O'NEILL INSTALL 10'LONG,20 6A CONSULTING ENGINEERS SIM1DE OF COIL STRAP FROM ONE Structural Engineering•Design SIDE OF POST,UP AND OVER THE ALL PORCH BEAMS SHALL BE TOP OF THE BEAM,AND DOWN THE 117 Black Point Lane FASTENEDTO POSTS TO OTHER SIDE.FILL ALL AVAILABLE Camera/O'Neill Portsmouth,RI 0:e71 RESIST UPLIFT WITH SIMP50N NAIL HOLES WITH IOd NAILS.SEE ConsultingEngmeeis 401.578.=983 COIL STRAPS,5a DETAIL SIMILAR DETAIL I/52.0 p -p PROVIDE 51HP50N PCbZ COLUMN p �- y .4�o-� GAP AT ALL DECK POSTS '-+ %� �F N E t y AT END POST,PROVIDE AND INSTALL 10'LONG,20&A A SIMP50N COIL STRAP FROM ONE CONTINUOUS P.T.TRIPLE 2x12 BEAM(FLU5H) SIDE OF POST,UP AND OVER THE n. y TOP OF THE BEAM,AND DOWN THE t OTHER SIDE.FILL ALL AVAILABLE �, u' Z 2�++ m o NAIL HOLES WITH IOd NAILS.SEE S 1 -`o,. '++2°L c 00 0 co0D0 T.2 12 51MILAR DETAIL 1/52D IST 0 Ib O.0 :`- V >O �o, j"'� N_� NN U v I 51 L ID o 0 0 0 �-••-! �' �` oC W W C . N F E H AT -� -+ oa pa ,..i' o o p o kLL G JOI T5, rr g X % �t A�► O _ 5 a N 10, PROVIDE 4 INSTALL x > PROVIDE 4 INSTALL SIMP50N A U = 4) 70 PROVIDE CRIPPLES PAIR OF DTT2Z D F 5 2xl ry ABU44 STANDOFF BASE 4 U r\Z U PERMIT SET ABOVE HEADER ON EACH TENSION TIES I A ED FASTEN TO CONC.W/s/e VIA. cc SIDE OF KIN&STUD I O IM IST EPDXIED THREADED(60 E�DJ W/ y4 x 4 L ►= 6 51.1 I Ib O.0 501 O N � PROVIDE 4 INSTALL PAIR OFDTT2Z IPLE 2xb TRIPLE 2x8 TRIPLE 2x8 l TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 TENSION TIES {6 T �S` •k FULL SOLID J_ _ DE516NER,TYP. DOUBLE ROW OF ATTACHED TO L5L STUD5 SHALL BE "' HANISERS DESIGNER PER OG W� Of AD G T et �p� wJ w� xz DESI6NER,TYP. tD O 5 Z 50.1 DINSTAI I To :o —— O o N — 5 > DESIGNER,TYP. — DE516NER,TYP. 50.1 LU THICK CUSTOM WELDED 5 THICK CUSTOM WELDED ALL BEAMS.SUBMIT DETAIL FOR APPROVAL \ % 50.1 ALL THREE BEAM 5.SUBMIT PRIOR TO CONSTRUCTION PRE-EN&I WOOD61RD�TRUSS ELEVATOR NOTE: PRIOR TO CONSTRUCTION ELEVATOR NOTE: ORL.V.L.16'L.V .BEAM(FLUSH) +(p FRAMING SHOWN IN HATCHED AREA PRE-EN61 D WOOD GIRDER TRUS5 FRAMING SHOWN IN HATCHED AREA O MAY BE OMITTED TO OR D E Ib'L.V.L.BEAM(FLUSH) MAY BE OMITTED E N PRE-ENGINEERED WOOD 61 TRllSS ACCOMMODATE ELEVATOR OPTION PRE-ENGINEERED HOOD 61 ER TRU55 ACCOMMODATE ELEVATOR OPTION OR DOUBLE W L.V.L. (FLUSH) OR DOUBLE Ib'L.V.L.BEA I(FLUSH) p� 5 �' � CV 12 DEEP 50.1 p 9 12 DEEP p J zi w -4 1610.6. _Q > -4I b'O.G. J :� I w J O O C HLAI /n � �w�c v �.� oc DESI TYP. j LL _� 2l ) 0_O Z Z •� �� ��s J �LL w U Q w PRE-ENGINEEREDQ LL_ LL N p _.:I PFZE-ENC21NEEFZFD HOOD AIRDER MISS INDICATES APPROX.f'QN PROD INDICATES APPROX. PROVIDE COORD.W/ARCHA51' GOORD.W/ARCHJC7 vL 3 _ _o O I... 91 O o U.� E LU O .0 3 W 7 3 3 L 50.2 c O O 3 Z. .� m .0 5 5 50.1 50.1 Y 50.1 50.1 50.1 50.I b b 50.1 50.1 x r B FIR5T FLOOR FRAMING-WALK OUT BA5EMENT (DNEFIR5T FLOOR FRAMING-E6RE55 WINDOW SCALE:I/4"=P-O' PLAN NOTE51 PLAN NOTES CONT., I. #J-*K JACK AND KIN6 STUDS SHALL BE SAME DIMEN51ONAL STUD LUMBER AS ADJACENT STUDS.Ne.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED T06ETFIER IN ACCORDANCE WITH MANUFACTURER'S t RLL4EIGHT KING 5TUV5 WITH 2 JACK STUDS SUPPORTIN6 THE HEADER) REQUIREMENT5 AND PREVAILIN6 STATE BUILDING CODE. R7612 10. ALL MULTI-PLY WOOD AND/OR EN61NEERED MEMBERS SHALL BE&AWW T06ETHER IN ACCORDANCE WITH MANUFACTURER'S 2. �-F INDICATES SIMPSON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANGERS REQUIREMENTS AND PREVAILIN6 STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. II. REFER TO 6ENERAL NOTES AND PREVAILIN6 STATE BUILDING CODE FOR CONNECTIONS NOT 5PECIFIGALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK'SPRIN6FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL GUIDE TO FRAMING.THE EXACT FRAMIN6 LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE SUPPORTED ON EA. DRAHIN65 AND ULTIMATELY DETERMINED BY THE&ENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMIN6 END BY A 51N6LE JACK STUD&AWED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 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 b. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-FE16HT COLUMNS WHICH PASS THROU6H FLOOR OR GEILIN6 FHRAMIN&SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO CONSTRUCTION. a 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 b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TOSUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENT'S BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE L CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID 5LOCKIN6. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 117 Black Paint Lane Camera/O'Neill Portsmouth,RI02871 C"nsultmgEngineets 40LS78.2983 (DF NEW Y �•:' 7, zzW Q)o E0' M.+ ,Z W C COO,o .�;:•""> > to N N U V L <-' 1� H >O C O' G.W.B.,GOORD. �' ---��.; O p F o 0 C 0 }°APA�` NE�NO I� W/ARGH'L PERMIT SET " U L SEE �Z o at U SINGLE 2xb SOLE PLATE a p 2xb HOOD STUDS®Ib'O.G. __.. / —J"Td6 PLYWOOD � 5UB-FLOOR. �O }; PROVIDE AND INSTALL TRIPLE 2xb STUB P05T/5QUA5H BLOCK(NOT J SHOWN)BELOH ALL.IAMB AND P05T LOCATIONS ABOVE. D� �_PRE-ENC-71NEERED Q DOUBLE 2xb HOOD FLOOR TOP PLATE,TYP. TRU55E5,SEE PLANS PROVIDE 2x DIA6. BRACING®48"O.G. Z 0 SQ w 0 SECTION THROUGH EXTERIOR HALL-PARALLEL FRAMING SCALE:3/4'=I'-O" t\ O CN (`M APA RATED WALL 5HEATHIN6, 6.HB.,GOORD N SEE GENERAL NOTES. ��H/ARGH'L _0 U SINGLE 2xb SOLE PLATE D 2xb WOOD STUDS®Ib'O.G. ZO J Z C) O _ 'Td6 PLYWOOD a Q PROVIDE CONTINUOUS 2x4 5UB-FLOOR. J IL "RIBBON"FASTENED TO EA. U LU w p CV FLOOR TRU55 W/12d NAILS 0 U Un- PROVIDE AND INSTALL TRIPLE 2xb 5TUB PO5T/5QUA5H BLOCK MOT 5HOHN)BELOW ALL JAMB AND P05T Q LOCATIONS ABOVE. V�_ENVNEEREV DOUBLE 2x6 WOOD TRUSSES, OR SEE PLANS TOP PLATE,TYP. x LL E 2 SECTION THROUGH EXTERIOR HALL-PERPENDICULAR FRAMING SCALE:3/4'=1'-0" ^0 ^^,, W W >,, Z W O 0 "APA RATED Td 6 Z W m PLYWOOD 5HEATHIN6 LAP 5HEATHIN6 Q'-O'MINIMUM I'-On MAX S _ s 2x LADDER FRAMED RAKE r PRE-ENGINEERED APA 5TRUGTURAL I RATED WOOD ROOF x EXTERIOR PLYWOOD in TRU55 x 5HEATHIN6.SHEATHING SHALL *� PRE-E%INEERE EXTEND TO TOP OF 6ABLE HOOD 6ABLE END TRU55 END ROOF TRU55 5EE ARCH.FOR EXTERIOR FINISHES,TYP. x z f' Z 3 RAKE LADDER FRAME DETAIL AT TRU55E5 3 SCALE:3/4"=I'-O" t e t CONTINUOUS 2x8 LEDGER r CONTINUOUS 2xI0 LEDGER FASTENED CAMERA-O'NEILL FASTENED THROUGH SHEATHING TikkPER2x ROi F THROUGH 51 EATHIN6 AND INTO WALL CONSULTING ENGINEERS IST a 16 O.G. °MII AT DECK-516NOPTIO R TRU55 Structural Engineering-Design AND INTO BEAM/1RU55 W/ STUDS W/Y4 x414'SIMP50N 5D5 Y4 x4Y2 SIMPSON SOS SCREWS a NINE SCREWS a I6'O.G.STAGGERED BEARING LOCATION „7 Black Point Lane Ib'O.G.STAG6ERED f�E Portsmouth,in Lane D�'v S a* GHAN6E5 Camera/O'Neill PROVIDE d INSTALL PAIR OF 2Xb P� LADDER FRAMED RAKES NOTE v 40LS78.2983 LADDER FRAMED RAKES ARE NOT SHOWN 51MP50N OTT2Z TENSION TIES - A PROVIDE d INSTALL FOR CLARITY.REFER TO DETAILS 3/61.1 FORDOUBLE RON DEPTH 50L D OF FULL ADDITIONAL INFORMATION —_ — —— — —— NEW BLOCKING d PAIR OF =_ _ O w TRI 2xb IPLE 2 TRIPLE xb V 51HP50N OTT2Z TRU55 DE516NER NOTE FRAMER NOTE:C71RDER TRUSS,P5L SECOND FLOOR FRAMING-DECK OPTION @fPART�IALTEN51ON TIES TRUSS DE516NER I5 RESPONSIBLE FOR P05T AND L.VL.FEARER SHALL BE IN AL 1/4"=1'-O" SPECIFYING,ALL CONNECTION AND DIRECT CONTACT WITH EACH OTHER. . UPLIFT HARDWARE.TRUSSES SHALL BE THERE SHALL NOT BE ANY 2x PLATES PARTIAL ROOF FRAMING-DECK OPTION DE516NM TO MEET ALL BEARING BETWEEN ANY OF THESE MEMBERS G °_, n L z z�++ a)o E a SCALE:I/4-I-O t::, `y U, oe o°Do REQUIREMB�TS.APPROACHES TO PROVIDE 5.25'xl' H oco c o ALL PORCH BEAMS SHALL BE PROVIDE SIMP50N H25A ACHIEVE REQUIRED BEARING INCLUDE, P5L STUB POST '' ~ > C•, FASTENED TO POSTS TO a 9 0 UPLIFT ANCHORS AT EA. 0 0 0 G DECK OPTION BUT ARE NOT LIMITED TO,BEARING C u,U FRAMING DOWN TO HEADER END OF ALL ROOF JOISTS, ENCHANGERS,ADDITIONAL TRV55 0 o'+' o p o RESIST UPLIFT WITH SIMPSON �'A '� TIM. 52.0 PLIE5,DIFFERENT MATERIALS,ETC, p `O c v COIL STRAPS,5EE DETAIL p 31. SEE GENERAL NOTES FOR ADDITIONAL TRU55 SHALL BE DESIGNED U = r m TO MEET ALL BEARING G DECK OPTION PERMIT SET �Z o PROVIDE d INSTALL PAIR OF _ D � 2x1 � PROVIDE SIMPSON LU5210 REQUIRJ=HETlTS/INFORMATION FRAMER NOTE. REQUIREMENTS.APPROACHES 52.0 FRAMING oc U SIMP50N DTT2Z TENSION TIES =- == == == == == == == == --= FACE MOUNT HANOM5 AT GABLE END WALL TO ACHIEVE REQUIRED Q ALL ROOF JOISTS,TYP. STUDS SHALL BE BEARING INCLUDE,BUT ARE _ r A 10 IST 6 16 TRU55 BLOCKING FRAMED RILL NOT LIMITED TO,BEARING Q D.G.8' AI N6) NTINUOUS 2x10 LED6ER HE16HT FROM ENCHANGER5,ADDITIONAL �6 Y ►� f Y FASTENED THROUGH BLOCPROVIDE AND INSTALL SOLID SECOND FLOOR UP TRUSS PLIES,DIFFERENT Y o Y > � _ u SHEATHING AND INTO WALL VALLEYS EA.SIDE OF ALL RIDGES, TO ROOF LEVEL N �Y TSTUDS W/Y4■x414■SIMP50N VALLEYS d HIPS AND AT ALL EAVES MATERIALS,ETC ' g� \' t > TO SUPPORT AND FASTEN SHEATHING m m / --- --- -- --- I --- — SDSSGREWSe Ib'O.G. _ ———Ew=====: ——— I STAGGERED PANEL EDGES.SEE GENERAL NOTES TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 TRIPLE 1.25 TRIPLE 2x8 WHEADER� TRIPLE 2x8 �� Ilb TRIPLE2x6 IPLE 2 TRI 2x IIII Q"Q ` VL S + FIRST RAFTER/FIRST TRU55 TRU55 iL 0 HEA ADER Q / FASTEN FIRST RAFTER/TRU55 THROUGH WALL STUDS/rRU% BLOCKING, nj — — PROVIDE t INSTALL MEMBERS WlYSHEATHING ox4 SIMPSON SOHDOUBLE ROW OF SEE NOTE _ II PLUMBING INE LOCATION, x� DEPTH SOLID FULL SGT IbOTFERWISE NOTED) I A D ry (3� -E I WOOD 24'O J lk /J-/k BLOCKING d PAIR OF o / SIMPSON DTT2Z PROVIDED ROW OF HANGERS PER TRUSS IIII TENSION TIES O e /�/k q PRE-ENGINEERED WOOD 61RDE7 Ole r e, Q b x �k6 p�T 'r -FRAMER NOTE:6ABLE END _ �? `D / WALL STUDS SHALL BE O TRIG DESIGNER NOTE: j it p- � TRUS<� FRAMED FULL HEIGHT FROM FLOOR TRUSSES SHALL BE DESIGNER TO SUPPORT N `D BLOCKING, SECOND FLOOR UP TO ROOF `n LOADS FROM BEARING - N X VV ROOF PITCHES SEE NOTE LEVEL > WALL/HEADERS ABOVE O N lot l W /J?k PROVIDE DOUBLE /k p 6.C.NOTE: _ II SOLID BLOCKING PROVIDE Yz'THICK COL. PROVIDE d INSTALL)�' SEE SECOND FLOOR x oj2Fnn Y,BE nu A ELEVATOR NOTE: FRAMING FOR ALL /'r COLUMN GAP TO SUPPORT FRAMING SHOWN IN HATCH®AREA HEADERS,BEAMS AND / /k N d IIII FLOOR L.VL AND BE MAY BE OMITTED TO P05T5 SUPPORTING TO ENGINEER OF RECORD AGGOMMOPATE ELEVATOR OPTION LOW ROOF FRAMING • /�/k PROVIDE TRIPLE 2xb x LAG,SCREWS O O HEADERi N STUB POST DOWN TO mm µ{ /k Q !� vftBtE Y 6.G.NOTE: II OR TRIPLE IIblS'L.VL.BEAM(FLUSH) CO k 6.G.SHALL PROVIDE d INSTALL ?J?k i w IIII TAPERED INSULATION AS REQUIRED (Y) p PROVIDE DOUBLE TO PROVIDE POSITIVE DRAINAGE N ALIGN WITH LOAD M ABOVE � � 12 DEEP 2x6 STUB POST DOWN AND PREVENT PONDIN6 ON FLAT � _TRETO HEADER (I ELEVAT OVERRUN.GOORD. ROOF MEMBERS O �� F O 16'O.G. - - W/ARGHI T O i HIf /k PRE-EN6IN�RED WOOD �T PROVIDE d INSTALL HA S PER TRUSS IIII p N x IIII LL_ O GIRDER TRL65 OR DOUBLE F J _ IIII 11b'75'L.V.L.BEAM(FLUSH) , GOORD.ATTIC A E55 /J Z Z ��� i ?`/-?k - DIMENSIONS W/ARGHL /k Z z PRE-ENGINEERED 61RDER TRL 55 _ -o 0_ - PRE-EN61MEERED WOOD IRDER 0 5 g 61RDER TRUSS OR DOUBLE CX11 ` w v 'E 2xb w LL.I U Q 2x6 PST 0 V) U_ cn Q S ' OR TRIPLE IIb75'L.VL.BEAM ) AN�+6�� PRE-EN6INEERED WOOD IRDER TRUSS o o ry Y OR DOUBLE 11.875'L.V.BEAM(FLUSFU PRE-EN61NE7=RFC WOOD GIRDER - IIII PROVIDE DOUBLE POST DOWN ?k6 F x / 2. - /J-/k TO HEADER IIII Uj CONT.2x8 LEDGER FASTENED TRU55 _ THROUGH SHEATHING AND � 5EE MOTE /J/k - INTO BEAM W/Y♦'x4 Y2'LONG '4 TF:GIRDER TRUSS,PSL SIMPSON SDS SCREWS o Ib' L.V.L.HEADER SHALL BE IN : O.G.STAGGERED A •ONTACT WITH EACH OTHER. GOORD ATE TRU55 PROFIL r r r �T ALL NOT BE ANY 2x PLATES ,3 ROOF PITCHES � FRAMER NOTE:GIRDER TRU55 AND QUAD II.915'L.VL. PER �1 ANY OF THESE MEMBERS `� /�/k PSL POST SHALL BE IN DIRECT BEAM(FLUSH{) 1. AGGOH1H10DA LPD6B2 ppIIII CONTACT WITH EACH OTHER. THERE i DESIGNER,TYP. WOOD 61RDER TRUSS INDICA APPROX. _ �• FASTENING Q �✓ O J�k PROVIDE 5.25°xl' 10 5 IIII SHALL NOT BE ANY 2x PLATES PROVIDE d INS ALL CONT.2x10 BETYE£N ANY OF THESE MEMBERS (SHOWN SHADED) PSL STUB POST IL o I O.G. R yk TRU55 SHALL BE DESIGNED ALL PORCH BEAMS SHALL BE� � �n TRUSS W/(2)Y;'x4kj'LONG Q FASTENED TO POSTS TO DOWN TO HEADER RESIST UPLIFT WITH SIMP50N m _ SIMPSON SDS SCREWS a 16°O.G. TO MEET ALL BEARING Uj COIL STRAPS,SEE DETAIL �Hlk - REQUIREMENTS.APPROACHES Q m u, _ v >. TRUSSITIONAL MEET BEARING >SHALL BE DBI&ED - ps kl' BEARING REQUIREDINCLTO ACHIEVE UDE,BUT ARE _ =QUIREMENTS.APPROACHES �Ovcl"Iloy TI ;q SH OST NOT LIMITED TO,BEARIN6 Z p- n C,- IIII BEARING INCLUDE,BUT TO ACHIEVE TARED 3J DE5 TA RID TRU55 PLIES,DIFFERENT • Cp9p�! 4A�k �J- NOT LIMITED TO,BEARING JFAG M H lJ lk MATERIALS,ETG Q _k ENGHANCERS,ADDITIONAL 2x10 I6 10 II Zfb TRU55 PLIE5,DIFFERENT A •16 O.C. O MATERIALS,ETC, O ME ONT /.A/k FRAMER NOTE:6ABLE END O O I LOP,ROM ROCDS SHALL BE 6— I ON W , p ems• FRAMWALL ED HEIGHT FROM z /^�l ZAMER NOTE.GABLE END OF BE 0 � W III I WALL STUDS SHALL BE NO 'ON 15 + SECOND FLOOR UP TO ROOF LLL��� AMED FULL HE16HT FROM I ��- W AND FLOOR UP TO O LEVEL � �� 7k/ PRE-EN6INEERED WOOD 61 R TRUSS A NPN& 0 O - ?k6 ��t 2x6 a I6'O.G.BEARING O = O OST Z,cb P KNEEWALL(SHOWN SHADED) P = R I_ 2x8 - - =UCEM ?k 7Rll'CF rV PR-ENGINEERED IKWV x TRI E 2x HEAD �/k _U ___ TRIPLE 4.5°L.V.L.HEADER__ ___ 6 p�T b = _ __ �k6 p-- z x� ===================== 2xIORAFTERS -- —�_ OST IIII N !� a 16"O.G. _ x /.A III- N -I i .. 11 / I WO •2 O.G. N /� FRAMER NOTE:PROVIDE BLOCKING ? \ x TRIPLE 2x8 HEADER TRIPLE 2x8 HEADER— BETWEEN TRU55E5 AT TOP CHORD TO _ PROVIDE W35TRATE FOR SHEATHING PROVIDE DOUBLE FASTENING _ _ 2x6 STUB POST FRAMER NOTE:6ABLE END CONTINUOUS 2x8 LEDGER•FEEL OF� TRU55 DESIGNER NOTE: DOWN TO HEADER WALL STUDS SHALL BE MONO-SLOPE TRUSSES FASTENED 6.G.NOTE: FRAMED FULL HE16HT FROM PROVIDE SEAT AT THROUGH SHEATHING AND INTO WALL SEE SECOND FLOOR TRU56 FEELS TO BEAR SECOND FLOOR UP TO ROOF SECOND FLOOR FRAMING STUDS/BEAM WITH(2)#'x4Y'SIMP50N LEDGER FRAMING FOR ALL LEVEL B REFER TO TRU55 DE-516WRS P HEADERSSI�OR SUPPORTING A ROOF FRAMING SCALE:I/4"=I'-O' SCALE:I/4°=I'-O° 3 REQUIREMENTS FOR TRUSS FA5TENIN65 LOW ROOF FRAMING TO LE06ER AND WALL. x PLAN NOTES, PLAN NOTES CONT., 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 HOOD AND/OR EN6INEERED 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. R6u 10.ALL MULTI-PLY HOOD AND/OR EN6INEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIHP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPEGIFIGATION5 WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR GONNECTION5 NOT SPECIFICALLY SPECIFIED ON PLAN5. 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK'5PRIN6FIELD'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 STRUCTURAL - 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWIN66 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANCE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/L.AYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR HOLMANIZED 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 PALLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 7. ALL FULL-HE16HT COLUMNS WHICH PA55 THROUGH FLOOR OR GEILIN6 FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWING`S PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTER5,CORBELS,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 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 woCONSULTING ENGINEERS Structural Engineering Design 117 Black Point Lane Camera/O'Neill Portsmouth,RI 02871 ConsultingEnpnee/s 401.578.:983 ¢ n LU ZZW >_c � •OSM.. .t+ W U1 O CIO O'O � in N N V Q > C O O W U O Y-�`•i' O O� j a pC PERMIT SET U �z o amU Q AT WALKOUT BASEMENT OPTION,PROVIDE'STI' STRAP HOLDOWNS IN LIEU OF'H2'HOLDOi^M AT FIRST FLOOR FRAMING H& H& H8 H8 5142 5 �I N • v N x N N 00, 00 00, N 000 1 W 00 00, x r- •i V Z N Q � C C3 J � � 0..Q 0 000 3 Z CL U W —.1 00, di= Q r�V) V 0 00, i• HII HII HII HII SW3 5,6 N N lob N z I O U. E LU _0 > Z W Q 0 N 000 x F 0 m 40 x z z G)FIR5T FLOOR 5HEARWALL5 BASEMENT SHEARWALLS-WALKOUT BA5EMENT OPTION SCALE:1/4 -0" B SCALE:1/4'=I'-O" SHEARWALL SCHEDULE r SHEARWALL PLYWOOD 51 TROGK WALL STUDS BLOCKING NAILING a ID TAG FACE FACE a PANEL ED6E5 ®ED6E57 PANEL ED&E5 HOEDOWN NOTES: 5WI OUTER INNER SIN6LE 2x6, BLOCKED 8d m b"O.G. I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT • 5W2 OUTER INNER SINGLE 216 BLOCKED 8d®4"O.G. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOW45 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. SW3 EITHER BOTH DOUBLE 2xb BLOCKED &d a 2"O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWNS SHALL BE EXTENDED THROU61-1 FLOOR SHEATHING AND FASTENED TO 13EAM5/BLOGKIN6 BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING A5 REQUIRED.SEE TYPICAL SHEARWALL DETAILS FOR FURTHER HOLDOWN 5GHEDULE 4. ALL DIMENSIONS,ELEVATION5,55HELVE5,BEAM POCKET5,CUT-OUT5,UNDER6ROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS HOLDOWN THREADED SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN&5 PRIOR TO ID TA6 SIMPSON HOLDOWN FASTENERS ROD EMBED.INTO CONSTRUCTION. ON PLAN MODEL# FASTENED TOt TO FRAMING DIAMETER GONGRETE 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS a b'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE H2 HDU2-50525 DOUBLE WALL STUD 505 SCREWS 5/8.VIA. 12 PRE-BN6INEERED WOOD RIM TW TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS a be O.G.AND TO T}f TRU55 VERTICAL h1EMBER5 t H8 HDU5-SD525 TRIPLE LSL STUD SDS SCREWS -7/8"DIA. 12" WITH 8d NAILS a b'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d HII HDUII-5D525 5.25'x5 25"PSL POST SD5 SCREWS I'DIA. 12" NAILS a b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS a b'O.C."EXCEPTION,PLYWOOD PANEL SHALL It STI G5-20x90"LONG DOUBLE WALL STUD (42)IOd NAILS ABOVE AND BELOW RIM BE FASTENED TO EVERY FULL HE16HT KIN&STUD AND JACK 5TUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KIN&AND JACK) 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' PANE DE f DESIGNATION SURFACE MOUNTED PANEL BOARD,'TP"INDICATES � PANEL DESIGNATION L^S WALL SCONCE CONTRACTOR SHALL FURNISH AND INSTALL ITEMS NECESSARY FOR A COMPLETE ELECTRICAL SYSTEM MATERIALS SHALL BE NEW AND SHALL BEAR THE REGISTERED UL MARK WORK SHALL CONFORM WITH THE NATIONAL FIRE PROTECTION DISCONNECT SWITCH(UNFUSED). O SURFACE MOUNTED DOWN LIGHT ASSOCIATION STANDARD 70(NEC),THE NATIONAL ELECTRICAL CODE(NEC).AND APPLICABLE FEDERAL,STATE AND LOCAL CODES.CONTRACTOR SHALL SECURE 30AS DISCONNECT SWITCH(FUSED),"AS"INDICATES AMPERE SWITCH RATING, FLUORESCENT STRIP FIXTURE PERMITS AND PAY THE FEES REQUIRED TO CARRY OUT HIS WORK THE CONTRACTOR 30AF"AF"INDICATES AMPERE FUSE RATING Z Z uj m o E SHALL FURNISH COPIES OF CERTIFICATES AND PERMITS TO THE ARCHITECT ,0 to c04 uc 0 JUNCTION BOX,4 11/16"SQUARE(UNLESS OTHERWISE NOTED) F— >O o 2 THE DRAWINGS AND SPECIFICATIONS INDICATE THE INTENT OF THE DESIGN AND NOTES: p W U Q SHALL BE CONSIDERED AS DIAGRAMMATIC ONLY EXACT LOCATIONS FOR OUTLETS Tlr GROUND BUS °L o 0 0 o AND EQUIPMENT SHALL BE DETERMINED AT THE SITE,AS WORK PROGRESSES 1 LIGHT FIXTURES SHALL BE DETERMINED BY THE OWNER DURING O — � N DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED BY THE O CONDUIT TURNING UP CONSTRUCTION U = z CONTRACTOR AT THE SITE FINAL WORK SHALL BE DOCUMENTED ON AS BUILT RECORD DRAWINGS CONDUIT TURNING DOWN 3 CONDUITS AND EQUIPMENT OF ALL TRADES SHALL BE PROPERLY COORDINATED 0 CONDUIT TURNING UP/DOWN % AND SET TO MAINTAIN THE CLEARANCES REQUIRED BY APPLICABLE FEDERAL. LIGHTING CONTROL LEGEND STATE AND LOCAL CODES � FLEXIBLE POWER CONNECTION TO EQUIPMENT AS NOTED FLEXIBLE POWER CONNECTION NOTES: SINGLE POLE TOGGLE SWITCH,WALL MOUNTED AT 48"UNLESS >J 4 CONDUIT RUNS CROSSING EXPANSION JOINTS SHALL HAVE EXPANSION OR $ 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 "MD" -INDICATES MOTORIZE DAMPER FITTINGS. "FP" -INDICATES GAS FIR_PLACE 3 THREE-WAY TOGGLE SWITCH,WALL MOUNTED AT 48"UNLESS OTHERWISE �' NOTED.-"a"INDICATES LIGHT FIXTURE CONTROL 5 OUTDOOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R TYPE UNLESS OTHERWISE 0 JUNCTION BOX,411/16"SQUARE(UNLESS OTHERWISE NOTED) 4 FOUR-WAY TOGGLE SWITCH,WALL MOUNTED AT 48"UNLESS OTHERWISE , NOTED. T° NOTED.-"a"INDICATES LIGHT FIXTURE CONTROL , bx4 'Ad 6 RACEWAYS AND CABLE SHALL BE RUN CONCEALED IN FINISHED SPACES UNLESS UTILITY COMPANY METER SOCKET WITH CIRCUIT BREAKER,SIZE AND a OTHERWISE NOTED 10 CONFIGURATION AS INDICATED.COORDINATE WITH UTILITY 1 COMPANY FOR TERMINAUJAW QUANTITIES AND BY-PASS LEVER FIRE ALARM SYSTEM LEGEND `- ' . 7 SERVICE EQUIPMENT AND PANEL BOARDS SHALL BE PROVIDED WITH DEDICATED REQUIREMENTS � CODE REQUIRED WORKING CLEARANCES.THE HEIGHT OF THE WORK SPACE SHALL EXTEND FROM THE FLOOR TO A HEIGHT OF 6'-0"OR TO THE HEIGHT OF THE CONDUIT SLEEVE,SIZE AS NOTED ON DRAWINGS s 120V,MULTI-STATION SMOKE ALARM WITH 9VDC BATTERY BACKUP EQUIPMENT,WHICHEVER IS GREATER.THE WIDTH OF THE WORKING SPACE SHALL O BE THE WIDTH OF THE ELECTRICAL EQUIPMENT OR 30",WHICHEVER IS GREATER IN 106 0 ;� .� ALL CASES,WORK SPACE SHALL ALLOW AT LEAST A 90 DEGREE OPENING OF COMMUNICATIONS LEGEND Co 120V,MULTI-STATION CARBON MONOXIDE ALARM WITH 9VDC BATTERY , EQUIPMENT DOORS OR HINGED PANELS BACKUP 8 ALL PANEL BOARDS SHALL BE LOCATED IN SPACES ALLOWABLE BY CODE AND Fs FIRE PROTECTION SYSTEM FLOW SWITCH 'a'4'Q` PROTECTED FROM DAMAGE.THE DEDICATED ELECTRICAL SPACE SHALL BE EQUAL w TO THE WIDTH AND DEPTH OF THE EQUIPMENT AND EXTENDING FROM THE FLOOR TO TV TELEVISION OUTLET DEVICE PROVIDE ONE(1)RG-6 CABLE FROM OUTLET A HEIGHT OF 6'-0"ABOVE THE EQUIPMENT OR TO THE STRUCTURAL CEILING, 0 TO MEDIA PANEL WITH 4'-0"OF CABLE SLACK AT PANEL FACEPLATE AND g ELECTRIC BELL WHICHEVER IS LOWER.NO PIPING,DUCTS OR EQUIPMENT FOREIGN TO THE "F"CONNECTOR PROVIDED BY CONTRACTOR. W ELECTRICAL EQUIPMENT OR ARCHITECTURAL APPURTENANCES SHALL BE TEL TELEPHONE OUTLET DEVICE PROVIDE ONE(1)CATSE CABLE FROM F— PERMITTED TO BE INSTALLED IN,ENTER OR PASS THROUGH SUCH SPACE Q OUTLET TO MEDIA PANEL WITH 4'-0"OF CABLE SLACK AT PANEL. DRAWING NOTES AND DESIGNATIONS O FACEPLATE AND CATSE CONNECTOR PROVIDED BY CONTRACTOR Z I, 9 WIRING DEVICES SHALL BE MOUNTED IN ACCORDANCE WITH THE LATEST _1 r- REQUIREMENTS OF THE ACCESSIBILITY CODE. SURFACE MOUNTED TELEPHONE MEDIA PANEL. Q Q 1 DRAWING REVISION MARKER J � N 10 PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP MP-CAN Q LU CIRCUIT BREAKER OPERATING HANDLE TO THE FLOOR SHALL NOT EXCEED 4'-0" U z OIL SURFACE MOUNTED CAN MEDIA PANEL. DRAWING REVISION CLOUD 'LU NO V 11 ALL RECEPTACLES INSTALLED IN UNFINISHED AREAS SHALL BE GFI TYPE MP-TEL 2 COMMUNICATION DEVICE NOTES: 12 CONDUCTOR COMMON OR SHARING OF NEUTRALS WILL NOT BE ALLOWED.NO "C"-INDICATES MOUNTED ABOVE COUNTER HEIGHT LU Z D MORE THAN(3)CIRCUITS(SIX CURRENT CARRYING CONDUCTORS)SHALL BE RUN IN A SINGLE CONDUIT. NOTES: MECHANICAL EQUIPMENT IDENTIFIER LEGEND z w Q 0 13 RECEPTACLES,SWITCHES,LIGHTING FIXTURES,SMOKE ALRAMS,ETC INDICATE 1 AS A MINIMUM,FOR EACH COMMUNICATION DEVICE PROVIDE O Z QUANTITY,EXACT LOCATIONS OF DEVICES SHALL BE DETERMINED IN THE FIELD AND A 411/16"SQUARE 2"DEEP BACKBOX AND SINGLE GANG MUD MECHANICAL EQUIPMENT TAG LL COORDINATED WITH ARCHITECTURAL DRAWINGS RING. Ep "EF"INDICATES EQUIPMENT TYPE(EXHAUST FAN) � (^ � 14 THIS IS A STANDARD SYMBOL LIST ALL DEVICE SYMBOLS AND ABBREVIATIONS MAY "1"INDICATES EQUIPMENT NUMBER N v Q ~ 2 VERIFY MOUNTING HEIGHT OF EACH LOCATION WITH w LJJJ h QQ NOT NECESSARILY APPEAR ON THE FLOOR PLANS OR DETAIL SHEET ONLY THOSE ARCHITECTUAL DRAWINGS. NOTES. 0 SYMBOLS INDICATED ON THE FLOORS PLANS ARE USED AND OTHERS SHOULD BE 1 REFER TO MECHANICAL AND PLUMBING PLANS AND SCHEDULES FOR DISREGARDED ACTUAL EQUIPMENT NAME AND ASSOCIATED DESCRIPTION 15 MOUNTING HEIGHTS SHALL BE AS INDICATED ON ARCHITECTURAL DRAWINGS THr Q LOW VOLTAGE DOOR CHIME TRANSFORMER MOUNTING HEIGHT DETAIL SHALL BE USED AS A GUIDE IN THE ABSENCE OF THE ARCHITECTURAL DRAWINGS DOOR CHIME PUSH BUTTON MOUNTED 4'-0"AFF OR GRADE.WP POWER DEVICES LEGEND INDICATES WEATHER PROOF O 16 CONTRACTOR SHALL VERIFY ALL DOORS SWINGS BEFORE INSTALLING SWITCH BOXES. l TWO TONE DOOR CHIME MOUNTED 7'-0"AFF 2 DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT NUMBER 17 FOR EXACT LOCATION OF LIGHTING FIXTURES SEE REFLECTED CEILING PLAN DRAWINGS 2 DUPLEX RECEPTACLE-WITH INTEGRAL USB CHARGER PORTS'2'INDICATES 18.EXACT LOCATION OF LIGHT FIXTURES SHALL BE COORDINATED IN THE FIELD NOTES: CIRCUIT NUMBER a) WITH OWNER'S REPRESENTATIVE FIELD COORDINATE LOCATIONS WITH SYSTEM 1. DOOR CHIME SYSTEM SHALL BE NUTONE SERIES#BK125LWH DUPLEX RECEPTACLE WITH INTEGRAL GROUND FAULT CIRCUIT U. Z OF OTHER TRADES. TWO ENTRY SYSTEM OR EQUAL. INTERRUPTER Uj 19 ELECTRICAL CONTRACTOR IS TO COORDINATE THE EXACT LOCATION OF LIGHTING N 2. WIRE PER MANUFACTURES RECOMMENDATION. a(� DUPLEX RECEPTACLE WITH BOTTOM HALF OF RECEPTACLE CONTROLLED w FIXTURES IN MECHANICAL AND STORAGE AREAS WITH OTHER TRADES. TT BY WALL SWITCH"a" ° O 20 FOR EXACT LOCATION OF MECHANICAL EQUIPMENT,(AC UNITS,FANS,PUMPS ETC) 2 a L REFER TO RESPECTIVE TRADES DRAWINGS. ® FLOOR MOUNTED DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT NUMBER N m 21 CURRENT CARRYING MATERIAL USED SHALL BE COPPER,INCLUDING PANELBOARD 2 ca W BUS MATERIALS AND TRANSFORMER WINDINGS. O CEILING MOUNTED DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT NUMBER LO 22.FURNISH GROUNDING/BONDING BUSHINGS ONTO ALL CONDUIT ENTERING/LEAVING N BOXES. ® CEILING MOUNTED GFCI DUPLEX RECEPTACLE-"2"INDICATES CIRCUIT . N o 23 ALL GROUND CONDUCTORS SHALL BE GREEN,ISOLATED GROUND CONDUCTORS NUMBER SHALL BE GREEN/YELLOW STRIPED.AND NEUTRAL CONDUCTORS SHALL BE WHITE RECEPTACLE NOTES C. -INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER SURFACE "GD" -INDICATES GARBAGE DISPOSAL 3 ^, "R" -INDICATES RECEPTACLE FOR GAS RANGE 9 N "REF" -INDICATES RECEPTACLE FOR REFRIGERATOR O "WP" -INDICATES RECEPTACLE MOUNTED IN A WEATHERPROOF $ �/ ENCLOSURE "GDO" -INDICATES GARAGE DOOR OPENER RECEPTACLE ON CEILING "GFP" -INDICATES GROUND FAULT PROTECTION UPSTREAM RECEPTACLE COVERPLATE SHALL BE MARKED"GROUND a FAULT PROTECTED" 'o "KI" -INDICATES MOUNTED IN BASE OF MILLMORK NO LESS THAN 12"BELOW COUNTERTOP o "D" -INDICATES RECEPTACLE FOR GAS DRYER "DW" -INDICATES DISHWASHER CD z� U 6 o • 0 m R.W.Sullivan Engineering a YEN FPEw g.Code.Cowm*.g s; ma S&ACareer,529 ft St,sub 203 soft,m1mahwb 02129.1107 0 FnWd(617 sea W WWWA%bmmr 3 RM JOB a 1604" a 0 2 4' 8' 0 4 u e 0 I I I I I I I I i REFER TO BASEMENT i W w E FLOOR PLAN ON THIS N 2> > U 00 O <- - • oQLU o o Qo DRAWING FOR ADDITIONAL SCOPE OF i a ^z WORK � > WP qp f w 1 f I 1 1 D ,e TV F�f•!!-�i iLJ •>)� ENIT a TEL ff C REFER TO BASEMENT C FLOOR PLAN O ON THIS A O1.- �o DRAWING FOR ° O o ADDITIONAL SCOPE OF U- 11 a WORK w Z w LL HwH o r� UP se 0- Lij w Q U Q O O � l�NF O FS S CO ^^`` W LL. Z LLJ V -sZ N - - J O o MP-CAN M I 1..8..E MP-TEL >1 LO� �' N TP � � •§ . 0, o O° 0-4z c: e- KITCHEN MAKE AIR UP CONTROL PANEL a W^` 5 N o O o M W U O O O O a BASEMENT FLOOR PLAN WITH WALKOUT BASEMENT FLOOR PLAN 1 1'-0. 0'-1/4"=1'-0" o • w R.W.Sullivan Engineering bEP FP Enp.nedl-.Cade.Connissbnbg The SdtrdM CffW.529 Male SL StrA 203 Boson.Masswh=N 02129.1107 MNS JOB 8 160168.00 0 2' 4' 8' E U 0 e a M 1,yJ.GccwK WP Z Z'U 00 o� u1� �$W a�io uv, C Ui W aU U Q p O c p O N N 7 U S o V Z � U WP Q jt TEL r,n. Ya CD /s , �, C /s.i �'��.>!'� °oc TV ems, GFP a TV TEL f• t i �s3 �� y �`� ® i` 'Ad EF D P KI O O KI O GFP �'• -��'r'* `�r psi ROM LOCATEDIN �1\11AsrLP THE ATTICOF `11 HDq ■ SF ■ 'kr..,: " 1►mil C� �w O F E) Y� ■ ELM CQ ■ Q 3 3 3 1?' ■I , � ■ �cis �� -j C WP o Lam.. CL I� REF C& 3 0 3 R O ACC O 2 C J �-' u- - �O o DOWN Q= 0 O CD ACC O O e CONTROL OF O O Co UP ATTIC LIGHT Q O D� W \ Fs GFP Z O 3 ��N THE ATTIC � ABOVE a06 DOWN O a � ~ Li �■ O■ pw... LLJUFURNA E 3 C O EF vi F H .. A B A eqp Ore 3 ■O ■ F 11 4 O A WP� 3 LOCATED 8 4 S Co 1 >- Oi{ IN THE ATTIC WP ® 3 3 ® ® 3 Op U IL _ Q a TEL IL j[ u LU 8 � O O 8 YJP TEL a 4 J O N o � ~� ®GDO d"� V o O r— e Lo TVP - s< — � N P - N O TVZ c o � 4 N 0 vo f °u o 0 KEYED NOTES: O SMOKE ALARM AND CARBON MONOXIDE ALARM SHALL BE $ LOCATED NO MORE THAN 10'-0'FROM CENTER OF DEVICE TO THE CENTER OF BEDROOM DOORWAY(TYPICAL) ° y4 2Y 1 FIRST FLOOR PLAN SECOND FLOOR PLAN ° 4 R.W.Sullivan Engineering MEP I FP Engnedng.Cade.CambOM The S*dCemer.529 Man St.&02M z Boom,Manadmm 02129.1107 ftw(6m 52bw wrwiwmb mm 3 RWSJOB0 Sam � 5 0 2' 4' 8' 0 iZ 0 e a N ZZLU do ,'L ac cc il 0 C4 u� .?y H y� >0 CO, a W U Q al:aLU c:o po 0 5 U x c a, U ,z o of U 46 PROVIDE TERMINAL SERVICE BOXES ON e`.z, P• :ems EXTERIOR OF BUILDING PER SERVICE PROVIDER t•t, REQUIRMENTS a f r CAN TEL F N. #6AWG,#6GROUND IN 3/4"C TELEPHONE CABLE MEDIA TELEVISION ;�_;��•: PANEL MEDIA �,�'' -,,Z ,e� BOND TO ELECTRICAL PANEL t SERVICE GROUND WITH ��•`L 'ra" � �� �� #6AWG GROUND y t�� 6 ILLJJ A v I 1 TO TELEPHONE AND 1"UNDERGROUND CONDUIT C) CAN HANDHOLES WITH RG-6 CABLES N LLJ O 'O 1"UNDERGROUND CONDUIT CL 2 WITH(2)CAT5E CABLES J Q Z D U O BUILDING TZ'TELECOMMUNICATION RISER DIAGRAM Z Z W N.T.S U a- w fl� J w cn w L1J Q Q 0 L p 3 SEE NOTE#1 L.L Z w 0a, a J OO � a L Nmr m � V) #4AWG IN 3/4"C c I-- o, a CV Z c � E � J s � TO UTILITY TRANSFORMER PAD O SEE CIVIL PLANS UNIT B2 PANEL SEE NOTES#2co 2-#3/Q&1-#6G IN 2"C 'rP' (TYPICAL FOR ALL UNITS) o 0 0 0 y4 Y C i O •4 O 2-"0.&146G IN 2"C � NOTES: R.W.Sullivan Engineering 2 NRIFPEn rmtg.Code.Cwrk*" s The SduaM Cffft.5N Alain St.SUke 203 x 1, ALL TENANT MODULAR METERING STACKS SHALL BE 120208V.1¢.3W METER AND 200A AMP-2P 8os1m kbwacN 0212&1107 CN BREAKER DEVICE 65KA I C(TYPICAL) ftw(617)52m22T winrf+wiramn 3mysiml 160166.00 TYPICAL PANEL BOARD SHALL BE 200A M L O 120240V,1 40,3W,POLE 65K A.I.C.,PROVIDE 0 2' 4' 8' BUILDING TZ'POWER RISER DIAGRAM 2. NEW LOAD CENTER FEEDERS AS NOTED THE ELECTRICAL CONTRACTOR SHALL PROVIDE N.T.S THE FOLLOWING CIRCUIT BREAKERS AS SHOWN ON PANEL SCHEDULES. 0 a N DWELLING UNIT BRANCH REMARKS TO PANEL BOARD TYPE SCHEDULES UNIT 131 PANEL BOARD: 3 BED/5 BATH / DEN REMARK CIRCUIT WIRING SCHEDULE O PROVIDTECOMBIBREAKER NATION TYPE ARC-FAULT CIRCUIT INTERRUPTION PROTECTION INTEGRAL WITH THE BRANCH LOAD CENTER CIRCUITRY SCHEDULE z0 COORDINATE FINAL CIRCUIT BREAKER SELECTION WITH MECHANICAL DRAWINGS BRANCH CIRCUIT CONDUCTORS INTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE ROOM'S CIRCUIT CONNECTED LOAD DESCRIPTION SYMBOL ON DRAWING BREAKER REMARKS O PERIMETER,SO THAT EVERY OTHER RECEPTACLE IS ON THE SAME BRANCH CIRCUIT OR ADJACENT SIZE BREAKER (COPPER) RECEPTACLES ARE NOT ON THE SAME BRANCH CIRCUIT Z Z W j�V O OINTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE KITCHEN w oc W 2OA-1 P U' c cN u<. 120 VOLT 10,2W CIRCUITS COUNTERTOPS AND KITCHEN ISLAND COUNTER 1 DEDICATED REFRIGERATOR RECEPTACLE 9� A.F.C.I/ O ® a LU U <� � 50 GENERAL AREA RECEPTACLES ARE RECEPTACLES ALONG CORRIDORS AND ENTRY AREAS G.F.C.I "'U c m oepLU o c Oo 15A-1 P 2#12&1#12G s0 GENERAL AREA LIGHTING ARE ALL LIGHTING FIXTURES WITHIN THE UNIT(AND EXTERIOR DOOR LIGHT FOR �A_1 p U s r THREE BEDROOM UNITS)EXCEPT IN BEDROOMS PROPER 2 DEDICATED DISHWASHER ow � ® U ~z o A.F.C.I � � U 2OA-1 P 2#12&1#12G 0 COORDINATE EXACT LOCATION OF RECEPTACLE TO BE INSTALLED INSIDE MEDIA PANEL WITH THE UTILITIES PRIOR TO INSTALLATION ����.0 20A-1P COORDINATE EXACT LOCATION WITH ARCHITECT RECEPTACLE LOCATION SHALL BE ACCESSIBLE AND 3 EXHAUST HOOD �+ v—"D A.F.0 I ® 30A-1 P 2#10 81#10G I aO PER CODE. �� KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING �C 20A-1P 4 208 VOLT 10,2W CIRCUITS O BRANCH CIRCUIT TTOE ACCU-OCT UNITIOFROM THE UNIT WITH THE SUPPLY ANDARE URNDES OL NES FROM F-LOCATED CIRCUITS) A F C I �� n71 E R TO INSTALLATION OF IN THE UNIT.PROVIDE PROPER NEMA 3R WEATHER PROOF SAFETY DISCONNECT SWITCH FOR BRANCH 5 KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING �C 20A-1P A F.C.I CIRCUITS) 15A-2P 2#12&1#12G CIRCUIT DISCONNECTING MEANS TO THE EQUIPMENT.LOCATE THE SWITCH WHERE READILY ACCESSIBLE PROVIDE ALLOWANCE FOR PEDESTAL MOUNTING OF DISCONNECT SWITCH COORDINATE ACCU TYPE AND DEDICATED BATHROOM GFCI RECEPTACLE C 2OA-1P 20A-2P 2#12&1#12G MOCP RATING WITH MECHANICAL DRAWINGS 6 (BASEMENT) 1p AF.0 I RECEPTACLE FOR REFRIGERATOR SHALL BE MOUNTED AT 47 AFF REFER TO ARCHITECTURAL DETAIL FOR DEDICATED BATHROOM GFCI RECEPTACLE(1ST C 2OA-1P 25A-2P 2#10&1#10G ADDITIONAL INFORMATION 7 FLOOR) A F C I 8 MEDIA PANELS RECEPTACLE CIRCUIT 20A-1 P RECEPTACLE FOR MICROWAVE OR EXHAUST HOOD SHALL BE MOUNTED IN THE CABINET LOCATED ABOVE 0 ,O O 3OA-2P 2#10&1#10G. THE RANGE REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION 'MP-CAN 'AIPTEL' AFC I CONNECT LOCAL 120 SMOKE ALARMS AND CARBON MONOXIDE DETECTORS AHEAD OF ANY SWITCHES OR 9 LIVING/DINING/COMMON AREAIENTRY RECEPTACLE 20AAP Q ® ® ® ,�, t �.w iz CIRCUIT(ALTERNATING CIRCUITS)(1ST FLOOR) A.F.C.I 1 r , 4OA-2P 2#8&1#8G O (CONSTANT ON) 0 a r LIVING/DINING/COMMON AREA/ENTRY RECEPTACLE ® 2OA-1P 1CIRCUITS 13 RECEPTACLE FOR DISHWASHER SHALL BE MOUNTED IN THE SINK BASE CABINET LOCATED NEXT TO 10 CIRCUIT(ALTERNATING CIRCUITS)(1ST FLOOR) II 0 ® ® 208 VOLT 0,3W DISHWASHER REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION A.F.C.I ► ��i� � GENERAL AREA LIGHTING,BATHROOM EXHAUST. 20A-1 P ,4 ALTERNATIVE TO THE DUAL F.0 I/G.F C I IS TO PROVIDE A F.0 I CIRCUIT BREAKER WITH DOWNSTREAM 11 SMOKE/CO ALARM CIRCUIT(1ST FLOOR)(GARAGE) A.F.C.I 4. 15A-2P+ 3#12&1#12G 20A-1 P 12 DEDICATED LAUNDRY RECEPTACLE O BLANK FACE G.F.C.I OUTLET TO PROTECT REFRIGERATOR RECEPTACLE. � GFP W A.F.C.1/ 20A-2P+ 3#12&1#12G 15 COORDINATE EXACT LOCATION WITH ARCHITECT.PROVIDE REMOTE WALL SWITCH FOR EXHAUST HOOD FAN. O ® ® ® J a+ LOCATE PER ARCHITECT'S DIRECTION(HC UNIT ONLY) GFCI ,B LOCATIONS WHERE WASHER AND DRYER DUPLEX RECEPTACLE(NOT READILY ACCESSIBLE)PROVIDE A 13 SPARE 2OAF 1 P � (2) 0 0 25A-2P+ 3#10&1#10G GROUND FAULT CIRCUIT INTERRUPTER BLANK FACE TYPE,TO PROTECT DOWNSTREAM CLOTHES WASHER DUPLEX RECEPTACLE WALL MOUNT AT 48"AFF,LABEL"FOR CLOTHES WASHER RECEPTACLE GFCI R 2OA-1 P 30A-2P+ 3#10&1#10G PROTECTION"ON FACE PLATE 14 GAS RANGE � p A F.0 I/GFCI W f\ PROVIDE CIRCUIT BREAKER WITH BRANCH CIRCUIT WIRING TO LOCATIONS OF FUTURE DUCT HEATER iT p 20A_1P ® ® ® r- 4OA-2P+ 3#8&1#8G BRANCH CIRCUIT WIRING SHALL BE COILED IN JUNCTION BOX FOR FUTURE EXTENSION TO DUCT HEATER 15 GAS DRYER GFp A F C I/GFCI Q C) PROVIDE AND EMPTY 3/4"CONDUIT WITH PULL STRING FROM FUTURE DUCT HEATER LOCATION TO KITCHEN W MAKE UP AIR CONTROL PANEL FOR PULLING FUTURE CONTROL WIRING 16.18 DEDICATED HOT WATER HEATER HWH-1 CIRCUIT 30A-2P ,D = �_ 8FIELD COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR U `0 8 17 DEDICATED AIR HANDLING UNIT AC AC 15A-1 P m �9 GAS FIRE PLACE SHALL BE CONNECTED TO GENERAL RECEPTACLE BRANCH CIRCUIT SERVING THE ROOM J 19 AT DEDICATED) AIR HANDLING UNIT AC(LOCATED IN 2C 15A-1 P m ® U Z DEDICATED OUTDOOR CONDENSER UNIT(LOCATED 40A-2P ® F- O ACc N ON GRADE) 7 0 U Z L.L. DEDICATED OUTDOOR CONDENSER UNIT(LOCATED ACC CL J 21.23 ON GRADE) 2 30A-2P ® w W J U w cn 24 DEDICATED MASTER BEDROOM RECEPTACLE CIRCUIT 2OA-1P w U 0 (2ND FLOOR) AFC, 0 25 DEDICATED BEDROOM#2 RECEPTACLE CIRCUIT(2ND 2OA-1 P FLOOR) AFC I 26 DEDICATED BEDROOM#3 RECEPTACLE CIRCUIT(2ND R 2OA-1P FLOOR) A.F.C.I 27 DEDICATED BATHROOM GFCI(2ND FLOOR) �C 2OA-1P 0 L AFCI O 28 DEDICATED MASTER BATHROOM GFCI(2ND FLOOR C 2OA-1P 0 MASTER BEDROOM) AFC 1 GENERAL NOTES TO PANEL BOARD TYPE SCHEDULES ZOA-1P 29 GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) A.F.C.I VJ 1 REFER TO BRANCH CIRCUIT SCHEDULE ON THIS SHEET FOR CONDUCTOR AND CONDUIT INFORMATION 30 GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) 20E-1 P m ® U. Z A C BASED ON BREAKER SIZE, 2 REFER TO MECHANICAL DRAWINGS FOR FINAL LOCATIONS OF ALL REMOTE CONDENSING UNITS SERVING 31 BASEMENT AND UTILITY ROOM RECEPTACLES 2OA-1 P 0 � N A.F.0 1 O EACH UNIT o � 3 REFER TO ARCHITECTURAL ELEVATIONS FOR COORDINATION OF WALL MOUNTED DEVICES AND FIXTURE 32 GENERAL AREA LIGHTING(BASEMENT AND UTILITY 2OA-1 P 0 (D 0 LOCATIONS ROOM) A.F C.I 4 COORDINATE EXACT NEMA RATING OF ALL WIRING DEVICES PRIOR TO SUBMITTALS 33 GENERAL AREA RECEPTACLE CIRCUIT(2ND FLOOR) ® ® �F-C.I O ® N r--- 5 COORDINATE EXACT LOCATION OF ALL MECHANICAL,PLUMBING AND FIRE PROTECTION EQUIPMENT WITH n ITT W Lo 20A-1 P MECHANICAL,PLUMBING AND FIRE PROTECTION EQUIPMENT DRAWINGS. 34 GENERAL AREA LIGHTING(2ND FLOOR) ® E (V G.F C.I � 6 PROVIDE CIRCUIT BREAKERS WITH LOCK-OUT CAPABILITIES FOR CIRCUIT BREAKERS WHICH SERVE FIRE P ALARM,RANGE,&KITCHEN HOOD 35 DEDICATED MICROWAVE MN © ® GFCI C § ` 7 IN ALL DWELLING UNITS,15A AND 20A 120VOLT RECEPTACLES SHALL BE UL LISTED AS TAMPER W N RESISTANT TYPE IN ALL LOCATIONS AS REQUIRED PER ARTICLES 210 52 AND 40612 OF THE 2014 NATIONAL ELECTRICAL CODE 36.38 WALL HEATER vA 2OA-2P 0 (1) o 8 THROUGH-THE-WALL OUTLET BOXES SHALL NOT BE PERMITTED.OUTLET BOXES SHALL NOT BE INSTALLED BACK-TO-BACK(EVEN IF ASSOCIATED WITH DIFFERENT SYSTEMS)BUT SHALL BE STAGGERED ON 37.39 FUTURE ELECTRIC DUCT HEATER EDH 60A-2P 0 ^^`` OPPOSITE SIDES OF PARTITIONS A MINIMUM OF 12"ON CENTER OR MINIMUM 24'FOR FIRE-RATED WALLS. 5 W 2OA-1 P 9 PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP CIRCUIT BREAKER OPERATING 40 DEDICATED GARAGE RECEPTACLES A F C I 0 HANDLE TO THE FLOOR SHALL NOT EXCEED 4'4r AS REQUIRED FOR HANDICAP CODE ACCESS(TYPICAL) 10 DISCONNECTING MEANS SHALL BE ARRANGED SO THAT IT IS READILY ACCESSIBLE AND INTUITIVE 41 ATTIC LIGHTING AND POWER SF A'F C I 11 RUN BRANCH CIRCUIT WIRING IN CONDUIT WHERE REQUIRED PER CODE. _ 42 SUMP PUMP iE 2AOF 1 P o w 43 DEDICATED DEN RECEPTACLE(1 ST FLOOR) 2OA-1 P 0 o A.F.C.I r 44 MAKE UP AIR CONTROL PANEL Sr'�p'v 20A-1 P 0 0 o 45 DEDICATED BATHROOM GFCI(2ND FLOOR) qpC 2AOF 1P O Cl Et o • R.W.Sullivan Engineering 2 W1FPEnpw&g.Cob.Cami w" g meS&nmCe.0M&SLSae2m e�,Aassad�eb 021231,U7 0 ftw(617)5wm wrw^xiran= 3 RWS JCB# 16UM OO a 0 2' u 0 a 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 RECEPTACLE,REFER TO SYMBOL iI 8'-0" LIST FOR SPECIFICATION PROVIDE CONCRETE PAD TOP OF FIRE ALARM CONSTRUCTION OF CONCRETE PAD PULL STATION AT TELE/DATA OUTLET FACEPLATE LL SHALL BE PER UTILITY COMPANY 48"AFF TO MATCH RECEPTACLES UNLESS Z Z LU m o E SPECIFICATIONS 6'-8" OTHERWISE NOTED Uj H a CD� °u PROVIDE GROUNDING PER (MIN) H Q 0 UTILITY COMPANY o W U SPECIFICATIONS NOTES. oc p LUc t o Ii 1 ALL MOUNTING HEIGHTS SHALL BE O ' ;° N TRANSFORMER(BY UTILITY COMPANY) MEASURED FROM FINISHED FLOOR TO U x ABOVE CENTERLINE OF DEVICE EXCEPT FIRE Z o COUNTER DEVICE SEE 4'-0" ALARM VISUAL DEVICES. cc PROVIDE SECONDARY DUCTBANK SERVICE ENTRANCE EQUIPMENT 0 0 0 2 DEVICES SHALL BE INSTALLED ON A 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 O MOUNTING HEIGHTS AS INDICATED ON SERVICE ENTRANCE EQUIPMENT) DISTRIBUTION O THIS DETAIL UNLESS OTHERWISE NOTED of b CIRCUIT BREAKERS 4 MOUNTING THE TOP OF DEVICE COVER PLATE SHALL NOT BE HIGHER THAN 44" 1 j R SWITCH/FUSES ID �. BACKSPLASH V-6- O 0 0 AFF IN ALL ABOVE COUNTER LOCATIONS �, COORDINATE HEIGHT OF BACK SPLASH r SERVICE MAIN CIRCUIT WITH THE ARCHITECT BREAKER OR 5 ALL WALL RECEPTACLES AND TELE/DATA �'` PHASE BUS � `'"' � SWITCH/FUSE OUTLETS SHALL BE LOCATED NO LESS THAN 18"HORIZONTALLY AWAY FROM .4, GROUNDED CONDUCTOR FINISHED FLOOR INTERIOR CORNERS (NEUTRAL)FROM PAD MOUNT TRANSFORMER NVt`�~ NEUTRAL BUS BONDING JUMPER TYPICAL MOUNTING HEIGHTS FROM GROUND BUS TO ENCLOSURE r_ GROUND BUS o 07 BONDING JUMPER �b� WM FROM NEUTRAL BUS TO GROUND BUS PROVIDE ENGRAVED ON GROUNDING ELECTRODE TO NAMEPLATE BUILDING WATER SERVICE PIPE LINE:PANEL WITH JUMPER AT WATER METER H41A-1,35(20A-3P) J � LOAD:EF-1 VIA VFD - C) < N GROUNDING ELECTRODE TO 0 } GROUND GRID,GROUND LOOP,COUNTERPOISE OR J 10'-0'GROUND ROD Q U LU � z 1"CONDUIT CONCRETE SLAB OFF U O SLEEVE Z LL Z LL- O J P LU 2"CONCRETE J ENCASEMENT U Q DISCONNECT N 20'-0"OF#2AWG BARE COPPER WIRE SWITCH (INSTALLATION SHALL MEET REQUIREMENT EARTH OF NEC 250 52(A)(3)) TYPICAL DISCONNECT SWITCH LABEL NTS O TYPICAL ELECTRIC SERVICE GROUNDING NTS 3 LL. z w o., N B J O 2#12&1412G IN 3/4"C i � N ao m > Lo C N CONNECT TO UTILITY FS A N CLOSET GENERAL Z c RECEPTACLE CIRRANCH 2#12&1412G IN 3/4"C m y NOTES $ O o 1 FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL FURNISHED AND E INSTALLED BY FIRE PROTECTION CONTRACTOR.WIRE BY ELECTRICAL co CONTRACTOR 0 2 COORDINATE FINAL LOCATIONS IN THE FIELD WITH FIRE PROTECTION CONTRACTOR o AND LOCAL AHJ a FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL DIAGRAM NTS 0 y4 Y 1x. O O • R.W.Sullivan Engineering Q MEP IFPE%mdrq.Code.Comn$W" The S&nmCc*.Sa Man S-Site 2M !2Boston Mauadeae�s 02129-1102 e RwS JOB i 06" 5 0 2' 4' 8' 6 4 0 0 h ELECTRICAL SPECIFICATIONS SPECIFIED 'C'-BLUE,NEUTRAL-GREY,EQUIPMENT GROUND-GREEN 211 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 1 NO CONDUCTORS SHALL BE PULLED INTO ANY CONDUIT RUN BEFORE INDUSTRY PRACTICE AND AS SPECIFIED HEREIN. A INSTALL ALL NEW WORK IN A NEAT WORKMANLIKE MANNER READILY ENCLOSURES FUSED OR UNFUSED AS INDICATED ON THE DRAWINGS. 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, ACCESSIBLE FOR OPERATION,MAINTENANCE AND REPAIR A SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT PROVIDE ALL FUSES AS REQUIRED PROVIDE WEATHERPROOF NEMA SECURED IN PLACE WHEN REQUIRED TO EASE THE PULLING OF WIRES BRACKETS OR OTHER SPECIAL DETAILS REQUIRED AND NECESSARY B CODES,PERMITS AND INSPECTIONS COORDINATION HAS BEEN ESTABLISHED SUBMIT ALL CERTIFIED 3R RATED DISCONNECT SWITCHES WHERE INSTALLED OUTDOORS OR 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 1 DISTRIBUTION EQUIPMENT 2.03 CIRCUIT BREAKERS K TERMINATE STRANDED CONDUCTORS#6AM AND LARGER AT HEIGHT,OR 15 FT WHICHEVER IS SMALLER APPLICABLE NATIONAL,STATE AND LOCAL CODES,LAWS AND 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 z W °'0 E REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF ( LU a°C c 9 o•o 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 ,,,_ w N u Q THIS WORK SHALL BE INCORPORATED INTO AND MADE A PART OF 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 �-H'- Q THESE SPECIFICATIONS.FURNISH AND INSTALL UNDERWRITERS 0 u,U LABORATORIES INC.(UL)LABELED DEVICES THROUGHOUT THE 4 WIRING DEVICES SAME MANUFACTURER AND BE COMPATIBLE WITH EXISTING L JOIN OR TAP STRANDED CONDUCTORS(#6 AM AND LARGER)WITH LARGER,AT INTERVALS NO GREATER THAN 10 FT 0 u, c t o 0 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 0 »0 c PROJECT AREA CONTRACTOR IS TO INFORM U = 5 3 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 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 v v VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS ANY oc ^Z u 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 SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE VIOLATION THIS (4)COPIES OF 8 12-x 1 V 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 a CONTRACTOR AND AT NO EXPENSE TO THE OWNER 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 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 1 PRIOR TO SUBMISSION OF THE BID,THIS CONTRACTOR SHALL 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 ORS• VISIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD 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 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 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 �• d�j "�!� 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 SINGLE PHASE 15 AMPERE AND 20 AMPERE DWELLING BRANCHCIRCUITS NEUTRAL PIN ORIENTED UP SATISFACTION,SHALL BE SUBMITTED AS A WRITTEN THE FOLLOWING 4 AS REQUIRED BY CODE CIRCUIT BREAKERS FEEDING MECHANICAL E SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT 212 GROUNDING: QUALIFICATION OF THE BID SUBMISSION OF A BID SHALL BE 1 OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS EVIDENCE OF SITE VERIFICATION HAS BEEN PERFORMED AS 2 MANUFACTURERS'CATALOG CUTS ON ALL EQUIPMENT EQUIPMENT SHALL BE HACR RATED FLAT AGAINST THE WALL A PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS 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 #fh & ��` ' ���-•� �� 3 ALL ITEMS SUBMITTED FOR REVIEW IN SHOP DRAWING SECTION DESCRIBED ABOVE ate` D CONTRACT DOCUMENTS WITH NON-WELDING CONTACTS COMPENSATED FOR AMBIENT COMMON MULTIGANG BOX WITH A COMMON FACEPLATE CONDUITS TERMINATE AT METAL CLAD EQUIPMENT(OR AT THE METAL ' a' 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 F Ir r 1 PRIOR TO SUBMISSION OF A FORMAL BID,THIS CONTRACTOR 1 05 AS-BUILT DRAWINGS a .. 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 INCLUDING GENERAL CONSTRUCTION,ARCHITECTURAL. SITE AND RECORD,AT TIME OF OCCURRENCE,DEVIATIONS FROM HIGHER WHERE NOTED THE GROUNDING TYPE CONNECTED INDIVIDUALLY TO GROUND BUS [ :' �t•'. i 2 08 LIGHT FIXTURES: C ALL GROUND WIRES SHALL BE SUITABLY PROTECTED FROM Ft 4 "O a MECHANICAL,PLUMBING AND SPRINKLER AND HE SHALL NOTIFY CONTRACT DOCUMENTS DUE TO FIELD COORDINATION,BULLETINS 2 04 FUSES: A ALL LIGHT FIXTURE MOUNTING HARDWARE SHALL MATCH AND BE MECHANICAL INJURY THE CONSTRUCTION MANAGER OF WORK REQUIRED IN THE BID OR ADDENDA A FUSES SHALL BE CURRENT LIMITING TYPE WITH AN INTERRUPTING COORDINATED WITH THE CEILING SYSTEM TYPE ALL FIXTURES SHALL 213 ACCEPTABLE MANUFACTURERS: r" `� �: '."..'•' ,. WHICH IS INDICATED OR IMPLIED IN OTHER SECTIONS OF THE B CONTRACTOR SHALL REVISE SHOP DRAWINGS TO CONFORM TO 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 ARRANGEMENT OF WORK AND APPROXIMATE LOCATION OF THE PROJECT FINAL SUBMISSION OF AS-BUILT DRAWINGS ARE TO EQUIPMENT REFER TO ARCHITECTURAL DRAWINGS FOR ALL BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS CHARACTERISTICS TO MEET THE UNDERWRITERS'LABORATORIES C ELECTRONIC BALLASTS SHALL BE HIGH-FREQUENCY,FULL OUTPUT RACEWAY WHEATLAND.TRIANGLE,REPUBLIC t•' �j r" DIMENSIONS AND COORDINATE FINAL LOCATIONS OF SWITCHES IS THE AS-BUILT CONDITION OF THE WORK AS-BUILT DRAWINGS REQUIREMENTS FOR"CLASS K"0-600 AMP FUSES AND"CLASS L"OVER TYPE FOR USE WITH 265 MA RAPID START T-8 LAMPS THEY SHALL WIRE/CABLE SOUTHWIRE, ° L7 v 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,CROUSE HINDS, 2 05 RACEWAYS: (THD).BALLASTS SMALL MEET OR EXCEED FCC REGULATIONS PART 18 0 Z/GEDNEY FIRE STOP MATERIAL HILTI.3M(NOTE:MATERIAL MUST BE 3 IF A CONFLICT OCCURS IN THE SPECIFICATIONS AND/OR ON THE 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, SITUATION SHALL APPLY 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 0 Z/GEDNEY BURNDY,NEPCO,THOMAS AND S 4 ANY EQUIPMENT,SUPPORTS.PARTS,MATERIALS,ACCESSORIES, 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 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 I� 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 THE ELECTRICAL WORK ALTHOUGH NOT SPECIFICALLY DESIGN DUE TO THE USE OF A SUBSTITUTION SHALL BE SUBMITTED B FOR ALL SIZES OF CONDUIT LARGER THAN 1 12",USE STANDARD LAMPS SHALL BE INSIDE FROSTED AND RATED AT 120 VOLTS UNLESS LIGHT SWITCHES HUBBELL.LUTRON.PASS&SEYMOUR,COOPER � C)MENTIONED HEREIN OR SHOWN ON THE DRAWINGS,SHALL BE Z J FURNISHED AND INSTALLED AS IF CALLED FOR IN 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 o WITHOUT ADDITIONAL COST 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 E GUARANTEE Q CHANGES RESULTING FROM SUBSTITUTION ALL ITEMS SHALL BE DAMAGE THE CONDUIT THE RADIUS OF THE INNER CURVE OF ANY RECEPTACLES HUBBELL,LUTRON PASS&SEYMOUR,COOPER WIRING U ~ } 1 ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR 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 Q �Q 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 �/ PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE 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 2 H'- U THIS WORK FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME T 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 L_L 0 AT WHICH THE ELECTRICAL WORK IS TAKEN OVER AND ACCEPTED 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 LLJ U LAJ BY THE OWNER,AND IS UNDER CARE,CUSTODY,AND CONTROL 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 Z i OF THE OWNER.ENGAGE THE SERVICES OF VARIOUS L1J � O MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER 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 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 Z STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED RE O Z LL- 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 2 THE CONTRACTOR SHALL PROVIDE AS A REQUIREMENT OF THE 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 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 -i ui BID SUBMISSION A GUARANTEE TO REPLACE OR REPAIR w Q Q PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES 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 INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH 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 p V) p DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD THIS WORK 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 SHALL BE DONE AS DIRECTED BY THE OWNER THIS GUARANTEE 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 JUNCTIONIPULL SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR,THE INCHES OF SUCH PIPES EXCEPT WHERE CROSSINGS ARE E CARBON MONOXIDE DETECTORS SHALL BE ELECTROMECHANICAL FUEL BOXES PER CODE CONTRACTOR WILL ASSUME RESPONSIBILITY AND PAY FOR ALL UNAVOIDABLE,THEN THE CONDUIT SHA'.L 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 EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF FROM THE COVERING OF THE PIPE CROSSING. SINGLE AND MULTIPLE STATION USE THEY SHALL BE POWERED FROM A OF EACH DAYS WORK 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 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 O 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 6'-6" THE K 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'-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(VVHERE HUNG)-AS CLOSE AS POSSIBLE TO 1"ELECTRICAL CONTRACTOR","THIS CONTRACTOR"-THE PARTY OR 3 PARTIES HAVE BEEN DULY AWARDED THE CONTRACT FOR AND 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 a ^` 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 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 U. Z 7 AS DESCRIBED HEREIN. 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 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 w O�, THE WORK TO BE PERFORMED BY"THIS CONTRACTOR" a N 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 o � O � 3"APPROVED"."EQUAL","SATISFACTORY","ACCEPTED", DOOR(TRIM)SHALL ALLOW ACCESS TO ENTIRE PANELBOARD BOX SHALL NOT BE LESS THAN 3/4"TRADE SIZE UNLESS OTHERWISE NOTED 210 PULLBOXES,JUNCTION BOXES AND OUTLET BOXES CODES AND ORDINANCES HAVING JURISDICTION "ACCEPTABLE","EQUIVALENT"-ACCEPTABLE FOR USE ON THE 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 C PROJECT,AS DETERMINED BY THE ENGINEER BASED ON 4 0 4 THESE SPECIFICATIONS","THIS SECTION,PART,DIVISION"(OF THE 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 a DOCUMENTS PRESENTED FOR SUCH DETERMINATION 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 CI 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 r SPECIFICATION)-THE DOCUMENT SPECIFYING THE WORK TO BE 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 M PERFORMED BY THIS CONTRACTOR". W 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 OFLo 5"THE ELECTRICAL WORK","THIS WORK",-ALL LABOR MATERIALS 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 EQUIPMENT,APPARATUS,CONTROLS,ACCESSORIES,AND OTHER 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 t N ITEMS REQUIRED FOR A PROPER AND COMPLETE INSTALLATION SCHEDULES NOTED.RIGID METAL CONDUIT SHALL BE HOT DIPPED GALVANIZED IT OF CABLE SUPPORTS BY THE ELECTRICAL CONTRACTOR. 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 6"ARCHITECT","ENGINEER","OWNER'S REPRESENTATIVE"-THE W N 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 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 UNDER THIS CONTRACT. 7"FURNISH"-PURCHASE AND DELIVER TO THE PROJECT SITE 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 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 o 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 ^^11 SUPPORT,ALL AS PART OF THE ELECTRICAL WORK 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 �W 8."INSTALL"-UNLOAD THE DELIVERY POINT AT THE SITE AND CIRCUITS RE-ARRANGED AS REQUIRED TO BALANCE PHASE LEGS DIRECTED TOWARDS PARTICULAR COMMUNICATION/DATA ROOM OR E LIGHTING FIXTURE BOXES SHALL BE 4 INCH OCTAGON WITH 3/8 INCH PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE THE WITHIN 10% CLOSET ELECTRIFIED FURNITURE SHALL RECEIVE 1 1/4"CONDUIT FIXTURE STUD FOR SUSPENDED CEILING WORK,PROVIDE A 4 INCH 0 MOUNTING INSTALLATION AND CORRECT OPERATION THE PROVIDE PULLSTRING IN EACH CONDUIT OCTAGON BOX WITH REMOVABLE BACKPLATE WHERE REQUIRED o PROPER LOCATION IN THE PROJECT,ALL AS PART OF THE N ALL METAL CONDUIT TERMINATING IN A METAL ENCLOSURE SHALL F INCLUDE ALL REQUIRED JUNCTION/PULL BOXES AND OUTLET BOXES E ELECTRICAL WORK HAVE AN INSULATED BUSHING PROVIDE"GROUNDING"TYPE BUSHING REGARDLESS OF INDICATIONS ON THE DRAWINGS(WHICH DUE TO co 9."PROVIDE" FURNISH"AND"INSTALL". WHERE REQUIRED SYMBOLIC METHODS OF NOTATION,MAY NOT SHOW ALL THAT ARE o 10."NEW"-MANN MANUFACTURED WITHIN THE PAST TWO YEARS AND ACTUALLY REQUIRED). a NEVER BEFORE USED 2 06 WIRE AND CABLE G WHERE BOXES HAVE ANY SINGLE HORIZONTAL DIMENSION LARGER 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 THHN/THWN 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 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 AM 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 Q PATCHING. PIGTAILS SHALL BE ARRANGED SO THAT UP TO FOUR SUCH FIXTURES MATERIAL OF ADEQUATE THICKNESS FOR MECHANICAL STRENGTH BUT MR Code.Cmwi somg 5 INSTALLATION OF MECHANICAL POWER WIRING AND FINAL MAYBE CONNECTED INTO A SINGLE OUTLET BOX NO FIXTURE SHALL IN NO CASE LESS THAN 1/8" EACH BARRIER SHALL HAVE AN ANGLE Bo*r,AlaaWamb0213.1107 Ls CONNECTIONS TO MECHANICAL EQUIPMENT. BE SUPPLIED FROM AN OUTLET IN ANOTHER ROOM. IRON FRAMING SUPPORT ALL AROUND pww(517)5mw w.w�wwira+mm 3 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 IRWSJOB# IMAM 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' 6 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 MERE UNOBSTRUCTED ACCESS IS t 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'B'-RED.PHASE 10 GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS 0 a N GENERAL ABBREVIATIONS GENERAL SYMBOLS DENOTES EQUIPMENT ABREV DESCRIPTION DIA DIAMETER KWH KILOWATT-HOURS) RL REFRIGERANT LIQUID Q REVISION NUMBER xxxNOT REQUIRING DX DIRECT EXPANSION MAX MAXIMUM RPM REVOLUTIONS PER MINUTE ELECTRICAL INPUT AC AIR CONDITIONING UNIT E EXISTING(BEFORE SYMBOL) MBH 1,000 BTU/HOUR IRS REFRIGERANT SUCTION O THERMOSTAT ACCU AIR COOLED CONDENSING UNIT EA EXHAUST AIR MD MOTORIZED DAMPER S SUPPLY AIR DEVICE O HUMIDISTAT(MOUNT 54" UNIT DENOTES EQUIPMENT ACD AUTOMATIC CONTROL DAMPER EHC ELECTRIC HEATING COIL MFG'R MANUFACTURER SA SUPPLY AIR H •+ REQUIRING ELECTRICAL AD ACCESS DOOR AFF) EAT ENTERING 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 EF EXHAUST FAN NA NOT APPLICABLE TEMP TEMPERATURE REMOTE SENSOR O REQUIRING ELECTRICAL Z Z LU 02 E o AP IACCESS PANEL ESP EXTERNAL STATIC PRESSURE NC NORMALLY CLOSED TSP TOTAL STATIC PRESSURE INPUT �++O°C c' u v AUTOMATIC TEMPERATURE �^- >o ATC CONTROL EUH ELECTRIC UNIT HEATER NIC NOT IN CONTRACT TYP TYPICAL tcoz CARBON DIOXIDE ,.-,,,$- Q- 0) FA FRESH AIR NO NORMALLY OPEN UC UNDERCUT SENSOR o W V � m BDD BACKDRAFT DAMPER �G�++ o t o� FF FINAL FILTER NOM NOMINAL UH UNIT HEATER SD SMOKE DETECTOR X DENOTES HVAC o c BHP BRAKE HORSE POWER O O - 3 BTUH BRITISH THERMAL UNITS PER HOUR FLA FULL LOAD AMPS NTS NOT TO SCALE UNO UNLESS NOTED OTHERWISE X DUCTWORK RISER FPM FEET PER MINUTE OA OUTSIDE AIR V VOLTS CARBON MONOXIDE U U Z o C CONTRACTOR SENSOR °L U CC COOLING COIL FPS FEET PER SECOND OBD OPPOSED BLADE DAMPER VD VOLUME DAMPER Q CD CONDENSATE DRAIN G NATURAL GAS OD OUTSIDE DIAMETER VTR VENTED THROUGH ROOF CONNECT TO EXISTING f- DENOTES CONTROL x4 GC GENERAL CONTRACTOR OED OPEN ENDED DUCT W WATTS DEVICES CFM CUBIC FEET PER MINUTE + �, ' M CONSTRUCTION MANAGER GPM GALLONS PER MINUTE PC PLUMBING:SDNTRACTOR WBT WET BULB TEMPERATURE'F O �TFNT OF REMOVAL AIR DISTRIBUTION __. - '� 1� . O CLEAN OUT HP HORSE POWER OR HEAT PUMP PF PRE FILTER WH WALL HEATER DEVICE - " 'sass �°n/%�� ' HEATING,VENTILATING&AIR POUNDS EER SQUARE INCH WMS WIRE MESH SCREEN - StfPPLY AIR ARROW xxx NECK SIZE - ND CONDENSATE HVAC CONDITIONING ABSOLUTI`' PSIA xxx FLOW RATE(CFM) CP CONDENSATE PUMP RETURN/EXHAUST AIR xxx -�--�--(QUANTITY)TYPE },•;�'' i ID INSIDE DIAMETER PSIG POUNDS PER SQUARE INCH GAUGE _*ti D DRAIN IU INDUCTION UNIT RA RETURN AIR ARROW • HIGH PRESSURE SIDE v =, to DBT DRY BULB TEMP F KW KILOWATT RH RELATIVE HUMIDITY UNDERCUT DOOR �'� UC HI DIFF PRESSURE SENSOR DL BOOR LOWER 0 02' �-DESIGN PRESSURE LO DIFFERENTIAL(IN H2O) A O _0____--LOW PRESSURE SIDE �`° ..�• yy F ••• •` SHEETMETAL SYMBOLS ^ :tqA GoTa n 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 ,�v9' �• SUPPLY AIR DUCT TURN RETURN AIR DUCT UP 90'UP �-� &PENETRATING �� qJr VOLUME DAMPER FLEXIBLE DUCT �- -� -' -. FLOOR ABOVE --- DUCT W/1 ACOUSTICAL e ► �• ^` . VD �" SMOOTH RADIUS ELBOW VD0 �� -.y .., SUPPLY'AIR DUCT`2rURN ., RETURN AIR DUCT COMBINATION FIRE AND LINER 90'DOWN �S DOWN&PENETRATING SMOKE DAMPER FLEXIBLE CONNECTION - FLOOR BELOW IFS � � 90 TA* H VD EXHAUST AIR DUCT UP U (RECT) _j 90*RETURN AIR DUCT TURN p PENETRATING TRATING FLOOR U BACKDRAFT DAMPER 10r S S VER ICAL OFFSET UP OR ��oq VD Q I� BDD ;- (RECT)BREAK WOR ELBOW W/TURNING VANES q:- DD DOWN(ARROW INDICATES 90'BRANCH EXHAUST AIR DUCT CONTINUATION(ROUND) RETURN AIR DUCT TURN DIRECTION OF FLOW) (WHERE SMOOTH RADIUS O 90'DOWN ~S DOWN&PENETRATING-i FIRE DAMPER ELBOWS CANNOT BE TAKE-0FF Q Q N FLOOR BELOW (ROUND) �C-�-�t� (RECT.TO _x Fp FD INSTALLED) ROUND) Z W EXHAUST AIR DUCT ROUND DUCT TURN 90' I EXISTING DUCTWORK AND DN W '�... TURN 90'UP UP SMOKE DAMPER EQUIPMENT TO REMAIN �� VD VD W �O AUTOMATIC CONTROL LSD EXISTING DUCTWORK 90'BRANCH J O 2 ., EXHUAST AIR DUCT � , ROUND DUCT TURN 90' DUCT REMOVED AND HOLE /l TURN 90'DOWN EJ~ DOWN -� VACWDPNEUMATDAMPER C(ELECTRIC OR ACD i__�REMOVEDEQUIP TO BE (��-� CAPPED/BLANKED OFF TRUNK TEE TAKE-OFF v Z C) SUPPLY AIR DUCT UP& ROUND DUCT UP& ( ) Q j ~- MOTORIZED I i '�- Vp _ V PENETRATING FLOOR �--� PENETRATING FLOOR �--� DAMPER CONCENTRIC REDUCER Q I- ABOVE ABOVE MD MD F�' ' 45'BRANCH Z = Z LL SUPPLY AIR DUCT DOWN �X ,X DUCT MOUNTED TAKE-OFF I 8 PENETRATING FLOOR LV HUMIDIFIER ECCENTRIC REDUCER (RECTANGULAR) VD a_ Z ABOVE HORIZONTAL OFFSET _ W U _j RECTANGULAR TO mot' SQUARE BULLHEAD TEE VD h Q � ROUND TRANSITION W/TURNING VANES UJI iU 45'BRANCH TAKE-OFF (ROUND) AIR HANDLING UNIT SCHEDULE GENERALNOTES 14. THE HVAC CONTRACTOR SHALL FURNISH TO THE GENERAL DX COOLING GAS HEATING ELECTRICAL DATA MAX 0 CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING UNIT MIN.EXT. OF WALL,ROOF AND PARTITION OPENINGS FOR HVAC MIN OA ENT.AIR OPER MANUFACTURER/MODEL ITTEM SERVICE LOCATION TOTAL S.P.ON. REMARKS � 1 THE HEATING,VENTILATING AND AIR CONDITIONING(HVAC) CFM TOTAL BENS TEMP FAN WEIGHT NUMBER � WORK.THIS INFORMATION SHALL BE FURNISHED IN A CFM WG.) db/wb INPUT OUTPUT V PH HZ MCA MOCP CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ALL TIMELY MANNER SUCH THAT CONSTRUCTION SCHEDULE IS rF) MBH MBH RISE HP (LBS) PRE-EXISTING CONDITIONS AND WORK NECESSARY PRIOR ^' TO SUBMISSION OF BID PRICE NOT JEOPARDIZED AC-1 UNIT B BASEMENT 1400 115 0.50 80/67 396 289 390 60 58 120 1 60 115 15 1/2 160 HEIL/N9MSE0601714A 1,3,4 VJ AC-2 UNIT B ATTIC 1200 115 0.50 80/67 312 229 45.5 60 58 120 1 60 11.5 15 1/2 160 HEIL/N9MSE0601714A 2,3,4 U. Z 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 1 PROVIDE WITH MATCHING UPFLOW CASED COIL WITH COOLING CAPACITY LISTED ABOVE. GENERAL CONTRACTOR N o w O� COORDINATE WITH OTHER CONTRACTORS. 2 PROVIDE WITH MATCHING HORIZONTAL CASED COIL WITH COOLING CAPACITY LISTED ABOVE. � 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 O 3 DRAWINGS ARE DIAGRAMMATIC ONLYMENT,FINAL ROUTING OF 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 • BE DDUCE PROJECT RK THE AND FEELDPADDITIONAL OFLOCATIOFSETSNS L PROJECT ELBOWS,ETC.,SHALL BE PROVIDED AND INSTALLED 17 THE CONTRACTOR SHALL COORDINATE THERMOSTAT FAN SCHEDULE WITHOUT ADDITIONAL COST TO THE OWNER. LOCATIONS WITH ARCHITECTURAL FURNITURE PLANS I W 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.) MOTOR V PH HZ OPERATING MANUFACTURER/MODEL REMARKS >` Lo (HP) WEIGHT(LBS) NUMBER � N IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA FLOOR UNLESS OTHERWISE NOTED. �/ STANDARDS EF-A SEE PLANS TOILET/KITCHEN 80 - DIRECT - .13 AMPS 120 1 60 15 PANASONIC/FV-08VKS2 1,2,3 § 5 SUPPLY AND RETURN DUCT MAINS FROM AIR HANDLING SF-1 ATTIC KITCHEN MAKEUP AIR 1 500 1 2089 1 DIRECT 1 05 1166Waft 120 1 60 1 90 FANTECH/MUAS 650 3,4,5 W N EQUIPMENT SHALL BE INTERNALLY LINED AS PER NOTES' r Z c SPECIFICATIONS A MINIMUM OF 15'-0"FROM THE UNIT 1 INTEGRAL BACKDRAFT DAMPER. UNLESS OTHERWISE NOTED.ALL DUCTWORK DIMENSIONS 2 ON/OFF SWITCH BY ELECTRICAL CONTRACTOR 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 COMPLETE SYSTEM. 5 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 RETURN AND EXHAUST DUCTWORK o 7 INSTALL ELECTRIC HEATER SCHEDULE AIR COOLED CONDENSING UNIT SCHEDULE ap ACCORDANCE WITH NFPA. 8 THE HVAC CONTRACTOR SHALL COORDINATE ALL ITEM LOCATION SERVICE TYPE CFM KW V 0 HZ MANUFACTURER/MODEL REMARKS NOMINAL REFRIGERANT AMBIENT ELECTRICAL DATA OPERATING MANUFACTURER/MODEL � ELECTRICAL AND PLUMBING REQUIREMENTS WITH THE NUMBER ITEM LOCATION SERVICE AIR TEMP REMARKS 4 ELECTRICAL AND PLUMBING CONTRACTORS WH-A SEE PLANS SEE PLANS WALL 65 15 208 1 60 QMARK/CWHA202 1.2 TONS TYPE (OF) V 0 HZ MCA MOCP SEER WEIGHT(LBS) NUMBER 8 0 9 THE HVAC CONTRACTOR SHALL FIELD MEASURE EXACT ACCU-1 GRADE ACA 3 5 R-410a 95 230 1 60 23.6 40 16 310 HEIL/NXAS42GKA 1 1.PROVIDE WITH WALL MOUNTED THERMOSTAT AND LOCKING COVER. ACCU-2 I GRADE I AC-2 1 3 1 R-410a 95 230 1 60 18.1 30 16 250 HEIL/NXA636GKA 1 6 SIZES AND VERIFY ALL OPENINGS FOR SHAFTS AND 2 FURNISH WITH INTEGRAL DISCONNECT SWITCH o LOUVERS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION. 1.PROVIDE WITH TXV KIT. c 10 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR AIR DISTRIBUTION DEVICE SCHEDULE FINAL LOCATIONS OF DIFFUSERS,REGISTER,GRILLES. THERMOSTATS,ETC. 11 THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEM SERVICE TYPE NECK SIZE FACE SIZE AIR PATTERN MATERIAL MANUFACTURER/MODEL NUMBER REMARKS � INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE HVAC WORK COMPLETE AND READY FOR OPERATION CD CEILING SUPPLY CEILING DIFFUSER SEE PLANS 12x12 SEE PLANS STEEL PRICE/SCD 1,2.3.4 CD-B CEILING SUPPLY CEILING DIFFUSER SEE PLANS SEE PLANS SEE PLANS STEEL PRICE/SMD 1,2,3,4 R.W.Sullivan Engineering 12 ALL HVAC WORK SHALL BE IN ACCORDANCE WITH FD FLOOR SUPPLY FLOOR GRILLE SEE PLANS SEE PLANS 15'DEFLECTION ALUMINUM PRICE/LFG 4 YBIFP&gwq Ccds.Cammasp APPLICABLE FEDERAL,STATE AND LOCAL CODES. SR SIDEWALL SUPPLY DIFFUSER SEE PLANS SEE PLANS DOUBLE DEFLECTION STEEL PRICE/530 1,2,3,4 n"�*'a `'�y"��' y eomn tr,�d�am�ttm CD RR CEILING RET/EXH SIDEWALL/CEILING SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE/WS 1,2,3 ft*(6go7S812T rwunaomcan 13 ALL HVAC EQUIPMENT SHALL BE INSTALLED IN ER/TG SIDEWALL RET/EXH REGISTER SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE/535 1,2,3 Rws�alsaf t6twseoo ACCORDANCE WITH THE MANUFACTURER'S 1.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR MOUNTING TYPE. RECOMMENDATIONS. 2.DEVICES IN SHEETROCK AND PLASTER CEILINGS SHALL BE SURFACE MOUNTED. 0 2' 4' 8' 3.DEVICES IN GRID CEILINGS SHALL BE LAY4N TYPE UNLESS OTHERWISE NOTED. o 4 OPPOSED BLADE DAMPER , e a h Z Z W 41 E O WCD LOW VELOCITY LOW VELOCITY LOW VELOCITY N w o c``r N�� 01 ELBOWS TRANSITIONS OFFSETS p W V Q 6, rn•o 10'-0" 0�= 2 o !� 20°MAX MIN. 0 c W APPROVED TYPE WEATHER CAP U U z o R W 4'-0"MIN °L U AIR FLOW w VENT OPENING a R=1-1/2W o w ROOF FLASHING I' I' o ROOFN Es -- �f 0 W,f R DIVERGING FLOW " RADIUS ELBOW FULL RADIUS #" ' ` `�, a WHERE POSSIBLE a (R=W) < DOUBLE THICKNESS TURNING a VANES(SEE TURNING VANE 7'CLEARANCE VENTILATED THIMBLE DETAIL 30'MAX. �-i \ FLUE PIPE e, I ^ , ll v 4:2 � AIR F� k:1 ��' �. �;^• .•..' 7�•/1 30'ELBOWS 45' MAX. V.(•. �.. <. c NOTES A� CONTRACTION FLOW 1 INSTALLATION SHALL BE PER FLUE AND BOILER f.�� <v„ y� �`p� ;001 ;f g MANUFACTURER'S RECOMMENDATION AND UL LISTING ` 2 INSTALLATION SHALL BE RATED FOR APPLICABLE WIND SPEED RECTANGULAR ELBOW RATING AS PER 780 CMR 1604 11 - L6 LOW VELOCITY TRANSITION TAKEOFFS&ELBOWS NTS I L31 KITCHEN EXHAUST THROUGf+ROOF DETAIL- NTS _ t\ COMBUSTION ,,,,.--GREENHECK GRAVITY INTAKE VENTILATOR ON 16"ROOF CURB VENT f AIR INLET J N NOTES CAP I I ROOF Q1 SECURING STRAP MUST BE FIELD § Z I I SO INSTALLED TO PREVENT MOVEMENT OF ( I ,,,.--SEE FLOOR PLANS TERMINATION KIT IN SIDE WALL I I 0 —� FOR CONTINUATION U 2 PROVIDE 4"0 OPENING IN STRUCTUREX CEILING ALL CONCEALED SEAL AND CAULK ALL C3 FANTEC'ADC-17�� "O�LOCATION OF FUTURE FOR 2"KIT,OR A 5"0 OPENING FOR 3"KIT. PENETRATION DUCT SHALL BE WALL PENETRATIONS Q i MOTORIZED DAMPER FANTEC'EM-WX IV TO BE SEALED SHEET METAL > � FANTEC'FGR-12HV' ELECTRIC DUCT HEATER °O°°° WITH SEALED = ~' 4) FILTER CABINET W/FILTER I I JOINTS WALL OR ROOF CAP WITH Z Z LL. WIRE TO ATTIC SPACE FOR BACKDRAFT DAMPER INPUT/OUT PIPE I I FANTEC'FG-1 2XL EC' FUTURE ELECTRIC DUCT HEATER PUT SIZE LENGTH ELBOWS STRAP(FIELD I I 7 PR 2-12'DIAMETER ° J INLIN FAN W/ECM FANTEC'LD-17 DUCT SILENCER ��7 SUPPLIED)SEE I I VENT PIPE.REFER TO U Q ATTIC SPACE NOTE 1 I I TABLES 1&2 N 60/55 7 45' a 80/75 3"OR 4"DIAMETER AIR I I CEILING H 100/95 INLET PIPE REFER TO OR SOFFIT 24V CONTROL WIRING 60155 TABLES 1&2 'Y"CONCENTRIC BY MECHANICAL CONTRACTOR TO KITCHEN EXHAUST HOOD BLOWER 80/75 3" 70' 5 FITTING INTERIOR PARTITION WALL (TYP) 100/95 f EXTERIOR WALL 1201112 V 40/37 FANTEC'FMAC' 1401 3-0 3" 45' 4 DRYER VENT DUCT O WALL MOUNTED CONTINUOUS TO EXTERIOR CONTROLLER DRYER BOX INTAKE/VENT OVERALL AIR INLET INTAKE PIPE `�ELBOW(FIELD z MODEL NOM PIPE SIZE ASSEMBLED OUTSIDE DIX PIPE SUPPLIED) UNFINISHED UTILITY BASEMENT LENGTH LENGTH A` 1 CT0302 7 41" 3-1/2' 27-1/4" VJ 1 CT0303 3" 47" 4-1/2" 31-7/8' H Z VENT COMBUSTION AIR W � N 8 KITCHEN MAKEUP AIR SYSTEM NTS 5 TERMINATION DETAILS FOR CONCENTRIC VENT NTS 2 TYPICAL DRYER DUCT INSTALLATION NTS 0 m N a— HANGING RODS W/VIBRATION ISOLATORS TABLE 1. TABLE 2 NOTES _� Lo (Y4"DEFLECTION SPRING TYPE)SUSPENDED FROM EXTENSION FOR WRAPPED STRUCTURE STRUCTURE(REFER TO SPEC.) DUCT DUCT 1 GAS FURNACE ZONE § 0/ N DAMPER DAMPERS,REMOTE 7 PVC VENTS.REFER TO TERMINATE PVC COMBUSTION AIR INAKE&FLUE MATERIAL STIFFENING SENSORS AND THERMOSTAT VENT THROUGH THE ROOF UP THROUGH ROOF WITH MANUFACTURER'S TO MATCH SHALL BE PART OF ONE W N 5/8 HANGER ROD CONCENTRIC VENT KIT DUCT COMPLETE SYSTEM SYSTEM DETAIL FOR INSULATION MATERIAL SHALL BE THE TRANE SPRING TYPE REFRIGERANT LINES SIZED PER COMFORT SYSTEM VIBRATION MANUFACTURER'S 2 REFER TO MANUFACTURERS J ISOLATOR(TYP) INSTALLATION INSTRUCTIONS DUCT DEP INSTALLATION MANUAL FOR ^^`` LINED COOLING COIL ANY SPECIFIC 5 W ENCLQSURE REQUIREMENTS UNIQUE TO O DUCTWORK AIR DUCTWORK 3 MAINTAIN ACCESSIBILITY OUTDOOR THIS INSTALLATION. AIR VD FILTER LINED SUPPLY WING NUT&ARM(TYP) TWO BLADE DAMPER DUCT SIDE ELEVATION ROUND DAMPER ARRANGEMENT FOR ALL SERVICEABLE PARTS VALVES AND00 �A / AIR // —� 3/8'QUADRANT DUCT 1/2°QUADRANT DUCT CONNECTION POINTS E RETURN AIR / HANDLER SUPPLY 4 RUN 1"DRAIN FROM DRAIN AT LOW POINT OF E ——— AIR FURNACE AND COIL TO OPEN FLUE TO FLOOR DRAIN 3/8"0 ROD PIN 3B"0 ROD PIN ENDED DRAIN IN FURNACE o LINED RETURN o o MECHANICAL CLOSET OPEN RUBBER AND SHEAR SEE NOTE 1 CONDENSATE AIR DUCTWORK TYPE VIBRATION ENDED DRAIN BY PLUMBING /1100, FLEXIBLE CONNECTION ISOLATORS(TYP) 61 DRAIN CONTRACTOR. (TYPICAL) 1 ALL AROUND ALL AROUND OUTSIDE END RETURN DUCT UPFLOW GAS FIRED BEARING WITH 1'LINER FURNACE,HIGH EFFICIENCY ATTIC FLOOR 22 GA.BLADE 16 GA BLADE RECTANGULAR RECTANGULAR DAMPER PLENUM NOTES: DAMPER FOR DUCTS FOR DUCTS 17 TO 48"xl7 m B • NOTES: UP TO 18"x17 1.AUXILIARY DRAIN PAN WITH FLOAT SWITCH INSIDE END INTERLOCK FLOAT SWITCH WITH AIR HANDLER. 1 FOR DUCTS OVER 17 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 I? Y®1 FP 8owN.Cam.Cwr=wn Re.k1rd Carta 0 Um SL 9i M x 7 INDOOR FURNACE(HORIZONTAL) NTS 4 VOLUME DAMPER(SINGLE BLADE) NTS 1 TYPICAL VERTICAL FURNACE NTS Rm(61n5mw 0 2' 4' 8' 0 0 e a h SUCH FASTENERS SHALL BE SPACED 3 INCHES FROM EACH CORNER OF THE 2677 LED'S TO INDICATE STATUS AND TO AID IN TROUBLESHOOTING. INDICATED ON THE DRAWINGS ALL SYSTEMS SHALL BE BALANCED AND RECORDED PER NEBB 1 GENERAL BOARD WITH INTERMEDIATE PINS SPACED NO MORE THAN 12 INCHES ON STANDARDS CENTER.PIN CAPS SHALL BE COVERED WITH A ROUND VAPOR SEAL PATCH 11 THE SCOPE OF WORK SHALL INCLUDE ALL LABOR,MATERIALS,TOOLS,EQUIPMENT, THAT MATCHES THE JACKET ON THE ASJ BOARD. 268 PROVIDE EACH UNIT WITH PROGRAMMABLE 247 THERMOSTAT , TRANSPORTATION,HOISTING,RIGGING,INSURANCE,ETC.,REQUIRED TO PERFORM THE WORK AS 333 PROVIDE ALL MANPOWER AND TESTING INSTRUMENTS USED FOR BALANCING SYSTEMS ALL INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE INSTALLATION PAY FOR INSTRUMENTS USED SHALL HAVE BEEN CALIBRATED WITHIN A PERIOD OF SIX(6)MONTHS 2423 DUCTS,PLENUMS AND EQUIPMENT HAVING SHARP BEND SHALL HAVE THE 269 MINIMUM/:OD SEAMLESS COPPER TUBING MECHANICALLY BONDED TO HEAVY RIPPLE PRIOR TO BALANCING.SERIAL NUMBER AND DATES OF CALIBRATION OF ALL DRA ALL PERMITS AND FEES,AND OBTAIN ALL REQUIRED PERMITS. INSULATION SCORED AS REQUIRED TO CONFORM TO THE CURVED SURFACES EDGED ALUMINUM FINS WITH THERMAL EXPANSION VALVE,HOLDING CHARGE AND COPPER INSTRUMENTS SHALL BE LISTED IN THE FINAL AIR AND WATER BALANCE REPORTS HEREIN 12 MAKE ALL PROVISIONS FOR THE PROTECTION AND SAFETY OF ALL CONSTRUCTION EMPLOYEES AND TO PROVIDE A NEAT AND WORKMANLIKE APPEARANCE WHEN FINISHED TUBE STUBS FOR FIELD PIPING ALL OTHER OCCUPANTS OF THE BUILDING AS THEY MAY BE AFFECTED BY THE CONSTRUCTION 334 THE BALANCING CONTRACTOR SHALL ADJUST ALL AIR FLOW TO THE HVAC EQUIPMENT TO PROCESS,INCLUDING BUT NOT LIMITED TO THE VENTILATION SYSTEMS,DUST CONTROL,NOISE 2424 ALL INSULATION EDGES AND JOINTS SHALL BE SEALED WITH A FIRE 2 610 NON-CORROSIVE STAINLESS STEEL OR POLYMER DRAIN PAN WITH%*NPT DRAIN QUANTITIES SPECIFIED ON THE DRAWINGS.THE BALANCING CONTRACTOR SHALL INCLUDE RETARDANT VAPOR BARRIER ADHESIVE,REINFORCED WITH A VAPOR BARRIER ADJUSTMENT OF FAN AND/OR MOTOR SHEAVES AND PULLEYS AND SHALL INCLUDE SHEAVE � CONTROL,ETC CONNECTION Z Z�++ ar� E m TAPE SIMILAR TO THAT OF THE BOARD FACING TAPE SHALL BE 3 TO 5 INCHES u, 0 0 WIDE AS RECOMMENDED BY THE PARTICULAR MANUFACTURER CHANGES IF NECESSARY TO OBTAIN DESIGN AIR FLOWS ALL VOLUME DAMPERS AIR ,n W o e a 1 3 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE NATIONAL,STATE AND LOCAL CODES AND TERMINAL DEVICES BALANCING VALVES ETC.,SHALL BE ADJUSTED TO THE DESIGN FLOW ' H'' a— rn ORDINANCES,AND APPLICABLE OWNER STANDARDS AS INTERPRETED BY THE 2 611 20 GAUGE STEEL COIL CASING WITH BAKED ENAMEL FINISH AND FIBERGLASS INSULATION p W V o ARCHITECTIENGINEER 2.4.2.5. THE ABOVE SPECIFIED INSULATION WILL BE USED IN ALL AREAS,AND IT IS QUANTITIES IN ACCORDANCE WITH ESTABLISHED PROCEDURES OF THE AIR BALANCE oc p W «t a o AGENCY(NEBB,AABC OR OTHER NATIONALLY RECOGNIZED TEST AND BALANCE AGENCY) 0 0 N v INTENDED THAT THE FINISH PRESENT A NEAT AND UNIFORM APPEARANCE AS 2 612 THE HVAC CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL AND INTERLOCKING — 0 14 PROVIDE ALL HANGERS AND SUPPORTS AS REQUIRED TO SUPPORT ALL NEW EQUIPMENT,PIPING, TO COLOR AND WORKMANSHIP NECESSARY TO PERFORM THE SPECIFIED CONTROL SEQUENCE.ALL WIRING IS TO BE IN V = ~m Z o AND DUCTWORK PROVIDE SHIELDS AND INSERTS TO PROTECT INSULATION AND EQUIPMENT ALL 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 ^ �j EQUIPMENT SHALL BE ISOLATED FROM THE BUILDING STRUCTURE BY MEANS OF NOISE AND 243 REFRIGERANT PIPING INSULATION ENCLOSURES INCLUDE THE JOB NAME AND ADDRESS,THE NAME OF THE BALANCING CONTRACTOR, Q VIBRATION ISOLATORS PROVIDE SEISMIC SUPPORT WHERE REQUIRED DUCTS AND PIPING PASSING OWNER,ARCHITECT AND ENGINEER,THE INSTRUMENTS USED TO PERFORM THE TEST.EACH THROUGH WALLS AND FLOORS SHALL BE PROVIDED SLEEVES AND SHALL BE PROPERLY SMOKE AND SHEET MUST ALSO IDENTIFY THE NAME OR NUMBER OF THE SYSTEM SERVING THE SPECIFIC _ 2 41 1 INSULATION MATERIAL SHALL BE A FLEXIBLE,CLOSED-CELL ELASTOMERIC 2 7 COOLING COIL FIRESTOPPED AIR DEVICES INSULATION IN TUBULAR FORM.INSULATION MATERIALS SHALL HAVE A - NE _ 15 ALL WORK UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER -T CLOSED-CELL STRUCTURE TO PREVENT MOISTURE FROM WICKING WHICH 4 PV ,�• _ _ MAKES IT AN EFFICIENT INSULATION INSULATION SHALL BE 1-1/2"THICK 2 71-PROVIDE UNIT WITH MATCHING CASED'A'CONFIGURATION COOLING COIL FOR UPFLOW 34 BALANCING REPORT COMPLETION DATE(DATE AS DETERMINED BY OWNER) --�1NITS.V"CONFIGURATION COOLING COIL FOR DOWNFLOW UNIT,AND VERTICAL FLAT FACE �- CONFIGURATION COOLING COIL FOR HORIZONTAL UNITS 16 PREPARE&SUBMIT SHOP DRAWINGS FOR ALL PERTINENT HVAC EQUIPMENT ALL SHOP DRAWINGS 3 41 THE BALANCING CONTRACTOR SHALL PROVIDE FOUR AIR BALANCE REPORT ON NEBB G' - SHALL HAVE CLEARLY MARKED THE APPROPRIATE SPECIFICATION NUMBER,DRAWING DESIGNATION, 2 4 1 2 MATERIALS SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY I 0 27 AABC STANDARD FORMAT.THE REPORT SHALL INCLUDE MANUFACTURERS FAN OR PUMP BTU-IN.M-FT2-'F AT A 75'F MEAN TEMPERATURE WHEN TESTED IN PROJECT NAME,ETC.,FOR IDENTIFICATION OF THE SUBMITTAL.SHOP DRAWING DATA SHALL 272 PROVIDE A DIRECTION EXPANSION UP-FLOW OR HORIZONTAL COOLING COIL TO MATCH CURVES AND ALL PERTINENT EQUIPMENT DATA THE REPORT SHALL INCLUDE A TAB. >• ACCORDANCE WITH ASTM C 177 OR ASTM C 518,LATEST REVISIONS �� >' INCLUDE,BUT NOT BE LIMITED TO,MANUFACTURER'S MODEL&CATALOG DATA,COMPLETE SPECIFIED AND SCHEDULED CONDENSING UNITS AND FURNACES ALL EVAPORATOR COILS OF AIR FLOW READINGS FOR ALL PRIMARY HVAC EQUIPMENT SERVING THE PROJE - 4 MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR TRANSMISSION OF 0 08 ���/� C CONNECTION DIAGRAMS FOR ALL TRADES,DIMENSIONS,WEIGHTS,CAPACITIES,ETC. PERM-INCHES WHEN TESTED IN ACCORDANCE WITH ASTM E 96,PROCEDURE A SHALL BE THERMALLY INSULATED TO PREVENT'SWEATING'. AREA(S)THE REPORT SHALL INCLUDE EQUIPMENT IDENTIFICATION DATA.DESIGN 11�ALVES, ��` LATEST REVISION MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF LESS AND ACTUAL READINGS OBTAINED IN THE FIELD AS FOLLOWS: `, = 1 7 IT IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR TO STUDY ALL CONTRACT DRAWINGS, THAN 25 AND A SMOKE-DEVELOPED INDEX OF LESS THAN 50 WHEN TESTED IN 273 UNIT SHALL BE EQUIPPED WITH FACTORY INSTALLED THERMAL EXPANSION VALVE SPECIFICATIONS,AND DETAILS SO THAT THE INSTALLATION OF ALL NEW WORK CAN BE FULLY ACCORDANCE WITH ASTM E 84,LATEST REVISION. DII5, COORDINATED THE HVAC CONTRACTOR SHALL VISIT THE SITE TO SATISFY HIMSELF THAT ALL 3411 REGISTERS,GRILLES,&DIFFUSERS _ PROVISIONS HAVE BEEN MADE FOR ALL ASPECTS OF THIS PROJECT IF DISCREPANCIES EXIST 274 COIL SHALL BE FACTORY LEAK-TESTED,DEHYDRATED,SEALED AND SHIPPED WITH A 34111 SIZE BETWEEN THE DRAWINGS AND/OR SITE CONDITIONS,THE HVAC CONTRACTOR SHALL NOTIFY THE 2 4 1 3 PROVIDE HANGERS,SHIELDS,SADDLES,SLEEVES,AND PRE-MOLDED FITTINGS HOLDING CHARGE 34112 VELOCITY ENGINEER PRIOR TO THE SIGNING OF CONTRACT ALL WORK SHALL BE PERFORMED WITHIN THE SO AS NOT TO CRUSH OR DAMAGE THE INSULATION OR ITS VAPOR BARRIER....' J 3 41 1 3 CFM(DESIGN&ACTUAL) �. OWNER'S ALLOCATED CONSTRUCTION PERIOD 275 CASING SHALL BE CONSTRUCTED OF PRE-PAINTED STEEL2414 ALL REFRIGERANT PIPING EXPOSED TO ELEMENTS SHALL BE PROVIDED WITH 2 vi„ z '� i 18 ALL CUTTING,CORE DRILLING,ETC.REQUIRED FOR THE INSTALLATION OF THE NEW HVAC SYSTEMS 3 41 2 GAS FIRED FURNACES WITH DX COOLING �� Z" COATS OF PROTECTIVE UV PAINT TO PREVENT DETERIORATION , SHALL BE BY THE GENERAL CONTRACTOR,APPROVED BY THE OWNER PATCHING SHALL BE BY THE 276 PROVIDED A FIELD INSTALLED HORIZONTAL DRAIN PAN KIT FOR ALL HORIZONTAL UNITS GENERAL CONTRACTOR -` 3 41 21 IDENTIFICATION&LOCATION 2 5 INLINE FANS(SF-1, 3 41 2 2 CFM ' 1 9. HVAC WORK IS INDICATED DIAGRAMMATICALLY LOCATION OF DIFFUSERS,REGISTERS,GRILLES& 277 COILS SHALL MEET OR EXCEED BURST PRESSURE OF 2100 PSI 34123 EXTERNAL STATIC PRESSURE TSTATS SHALL BE AS INDICATED ON THE ARCHITECT'S REFLECTED CEILING PLAN OR AS DIRECTED - " A 2 51 DUCT MQL1fl.TED SUPPLY FAN SHALL BE OF CENTRIFUGAL DIRECT DRIVEN IN-LINE TYPE WITH PRIOR TO CONSTRUCTION.DIFFUSERS,REGISTERS AND GRILLES SHALL BE SELECTED TO MATCH _ 3.4.1.2.4 MINIMUM O CFM(COOLING) -BY-THE ARCHITECT IN THE FIELD,AND SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT _ EC MOTOR THE FAN HOUSING SHALL BE OF THE SQUARE DESIGN CONSTRUCTED OF HEAVY 28 AIR COMED CONDITIONING UNIT(ACCU) 3-4.1.2.5 ENTERING AIR DRY BULB(COOLING) -THE TYPE OF CEILING CONSTRUCTION.COORDINATE WITH ALL TRADES TO AVOID INTERFERENCE OF GAUGE GALVANIZED STEEL AND SHALL INCLUDE SQUARE DUCT MOUNTING COLLARS 34126 ENTERING AIR WET BULB(COOLING) EQUIPMENT INSTALLATION SHALL PERMIT ACCESSIBILITY FOR SERVICE AND REPLACEMENT OF 281 PROVIDE OUTDOOR-MOUNTED,AIR-COOLED,SPLIT-SYSTEM AIR CONDITIONER UNIT SUITABLE 34127 LEAVING AIR DRY BULB(COOLING) V) EQUIPMENT PROVIDED. 252 FAN CONSTRUCTION SHALL INCLUDE TWO REMOVABLE ACCESS PANELS LOCATED FOR GROUND OR INSTALLATION AS MANUFACTURED BY YORK OR APPROVED EQUAL UNIT 34128 LEAVING AIR WET BULB(COOLING) Z PERPENDICULAR TO THE MOTOR MOUNTING PANEL.THE ACCESS PANELS SHALL BE OF CONSISTS OF A HERMETIC COMPRESSOR,AN AIR-COOLED COIL,PROPELLER-TYPE 110 DUCTWORK&PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED EXPOSED DUCTWORK, SUFFICIENT SIZE TO PERMIT EASY ACCESS TO ALL INTERIOR COMPONENTS CONDENSER FAN,AND A CONTROL BOX UNIT WILL BE USED IN A REFRIGERATION CIRCUIT TO 34129 ENTERING AIR DRY BULB(HEATING) O PIPING,AND EQUIPMENT SHALL BE FINISHED AND ARRANGED FOR A NEAT APPEARANCE. MATCH UP TO THE COIL UNIT MOUNTED ON THE GAS-FIRED FURNACE 341210 LEAVING AIR DRY BULB(HEATING) Ill EACH SYSTEM,ITEM,AND PIECE OF EQUIPMENT SHALL BE IDENTIFIED BY PERMANTLY ATTACHED 253 THE FAN WHEEL SHALL BE CENTRIFUGAL BACKWARD INCLINED,CONSTRUCTED OF ALUMINUM 341211 ELECTRICAL VOLTS INPUT(EACH PHASEXDESIGN&ACTUAL) Q NAMEPLATES AND LABELING.ALL EQUIPMENT,DUCTWORK AND PIPING SYSTEMS SHALL BE AND SHALL INCLUDE A WHEEL CONE CAREFULLY MATCHED TO THE INLET CONE FOR PRECISE 282 UNIT SHALL BE RATED IN ACCORDANCE WITH THE LATEST EDITION OF ARI STANDARD 210 341212 ELECTRICAL AMPS EACH PHASE(DESIGN&ACTUAL) U PROVIDED IDENTIFICATION AND LABELING PER OSHA AND ANSI STANDARDS RUNNING TOLERANCES WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED 341213 FAN RPM L L 283 CONDENSER COILS WILL BE LEAK FREE AND TESTED AT 250 PSIG AND PRESSURE TESTED AT U 112 WORK SHALL INCLUDE.INSTALLATION AND VENTING OFA NEW GAS FIRED FURNACES,INSTALLATION 2 54 MOTORS SHALL BE HEAVY DUTY BALL BEARING TYPE,CAREFULLY MATCHED TO THE FAN 450 PSIG 342 THE ARCHITECTS,ENGINEER'S,AND OWNER'S DESIGNATED REPRESENTATIVES SHALL BE Lij OF NEW DUCTWORK NEW REFRIGERANT PIPING,NEW AIR COOLED CONDENSING UNITS,NEW LOAD AND FURNISHED AT THE SPECIFIED VOLTAGE,PHASE AND ENCLOSURE MOTORS AND NOTIFIED MINIMUM FIVE(5)DAYS IN ADVANCE OF PROCEEDING WITH BALANCING WORK TO a— BATHROOM EXHAUST FANS,NEW KITCHEN MAKEUP AIR FAN,ELECTRIC WALL HEATER,WALL DRIVES SHALL BE MOUNTED OUT OF THE AIRSTREAM ALLOW TIME FOR THE WITNESSING OF THE TESTING,BALANCING AND ADJUSTING V MOUNTER THERMOSTATS,INSTALLATION OF REGISTERS,GRILLES,DIFFUSERS,REFRIGERANT& 284 UNIT SHALL BE CONSTRUCTED IN AN IS09001 APPROVED FACILITY CONDENSATE DRAIN PIPING,AND TESTING,ADJUSTING,&BALANCING OF ALL INSTALLED SYSTEMS U 255 PRECISION GROUND AND POLISHED FAN SHAFTS SHALL BE MOUNTED IN PERMANENTLY 2 8 5 UNIT SHALL HAVE SINGLE POINT ELECTRICAL CONNECTION. 3 4 3 IT IS THE BALANCING CONTRACTOR'S RESPONSIBILITY TO BRING TO THE ATTENTION OF THE o Q Z L.L 113 ANY EQUIPMENT DAMAGED DURING THE PROGRESS OF THIS WORK WILL BE REPAIRED OR SEALED,LUBRICATED PILLOW BLOCK BALL BEARINGS.BEARINGS SHALL BE SELECTED FOR A MECHANICAL CONTRACTOR ANY DISCREPANCY OR SYSTEM LIMITATIONS WHICH WOULD p REPLACED TO ITS ORIGINAL CONDITION TO THE OWNER'S SATISFACTION AT NO ADDITIONAL COST MINIMUM(00)LIFE IN EXCESS OF 100.000 HOURS AT MAXIMUM CATALOGED OPERATING PREVENT THE SYSTEM FROM OPERATING AT ITS OPTIMUM EFFICIENCY OR DESIGN TO THE OWNER SPEED 286 UNIT SHALL BE EQUIPPED WITH A HIGH-PRESSURE SWITCH,LOW-PRESSURE SWITCH AND CONDITIONS OR WHICH WOULD PREVENT PROPER BALANCING OF THE SYSTEM SUCH AS U FILTER DRYER MISSING OR MALFUNCTIONING DAMPERS OR VALVES THE INFORMATION PROVIDED SHALL N Q 2 MATERIALS AND EQUIPMENT INCLUDE ALL PRIMARY EQUIPMENT CRITERIA SUCH AS THE MANUFACTURER'S FAN CURVES, w U Q 256 DRIVES SHALL BE SIZED FOR A MINIMUM OF 150%OF DRIVEN HORSEPOWER PULLEYS SHALL N 21 SHEETMETAL BE OF THE FULLY MACHINED CAST IRON TYPE,KEYED AND SECURELY ATTACHED TO THE 287 UNIT SHALL COME EQUIPPED PRE-CHARGED WITH REFRIGERANT TOTAL AND EXTERNAL FAN PRESSURES,PRESSURE DROPS ACROSS ALL UNIT COMPONENTS WHEEL AND MOTOR SHAFTS (COILS,FILTERS,DAMPERS ETC.),DESIGN AND OPERATING FAN SPEED,MOTOR RATED AND ACTUAL AMPERAGE DRAW,MOTOR HORSE POWER LIMITATIONS,FAN BELT AND SHEAVE 21.1 ALL SUPPLY AIR DUCTWORK OF ALL TYPES SHALL CONFORM TO THE SPECIFICATIONS, 288 UNIT SHALL BE CAPABLE OF THE REQUIRED STAGING AND/OR UNLOADING TO ACCOMMODATE DATA TO DETERMINE WHETHER THE FAN OUTPUT CAN BE ADJUSTED TO THE CURRENT STANDARDS,DETAILS,AND RECOMMENDATIONS OF THE LATEST SMACNA MANUAL. 257 A NEMA 1 DISCONNECT SWITCH SHALL BE PROVIDED AS STANDARD,WHERE DISCONNECTS THE VARYING ZONE CONTROLS OF THE INDOOR FAN SYSTEM REQUIREMENTS.THE REPORT ALSO NEEDS TO INCLUDE WATER FLOW CRITERIA, DUCTWORK SHALL MEET THE REQUIREMENTS OF THE PRESSURE CLASS INDICATED IN THE ARE OPTIONAL FACTORY WIRING SHALL BE PROVIDED FROM MOTOR TO THE HANDY BOX TEMPERATURE AND PRESSURE DROPS ACROSS ALL EQUIPMENT SMACNA"DUCT CONSTRUCTION STANDARDS'.THE CONSTRUCTION PRESSURE CLASS FOR DUCTWORK SHALL BE SMACNA 2"MIN STATIC PRESSURE CLASS ALL SEAMS AND JOINTS 289 PROVIDE 2"CONCRETE BASE WITH NEOPRENE PAD L' SHALL BE CONSTRUCTED AND SEALED TO MINIMUM SMACNA SEAL CLASS"3' 258 ALL FANS SHALL BEAR THE AMCA CERTIFIED RATINGS SEAL FOR BOTH SOUND AND AIR 344 THE BALANCING REPORT IS NOT INTENDED TO BE A TABULATION OF READINGS,BUT RATHER 0 PERFORMANCE 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 22 FLEXIBLE DUCTWORK PERFORMANCE PROVIDE A COMPLETE AND WORKING BALANCING REPORT AS DEFINED BY MANUFACTURED BY YORK OR APPROVED EQUAL PROVIDE ALL ACCESSORIES AS THE REQUIREMENTS OF NEBB,AABC OR OTHER NATIONALLY RECOGNIZED TEST AND 221 FLEXIBLE DUCTWORK SHALL BE EQUAL TO FLEXMASTER AND SHALL BE UL LISTED AND 259 EACH FAN SHALL BEAR A PERMANENTLY AFFIXED MANUFACTURER'S NAMEPLATE RECOMMENDED BY THE MANUFACTURER FOR A COMPLETE AND SATISFACTORY SYSTEM BALANCE AGENCY.THE CONTRACTOR IS NOT ENTITLED TO ADDITIONAL COMPENSATION FOR -0'CONSTRUCTED IN ACCORDANCE WITH NFPA.FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5' CONTAINING THE MODEL NUMBER AND INDIVIDUAL SERIAL NUMBER FOR FUTURE BALANCING REPORTS AND ASSOCIATED WORK REQUIRED IN THE EVENT OF A BALANCING Q� IN LENGTH DUCTWORK SHALL BE SUPPORTED SO AS TO"SAG"LESS THAT 1/2"PER LINEAR IDENTIFICATION 29 ATC REPORT NOT ACCEPTABLE TO THE ENGINEER NOR IS THE CONTRACTOR RELIEVED OF 7 FOOT RESPONSIBILITY TO COMPLETE BALANCING TO THE SATISFACTION OF THE ENGINEER AND 3 L 2.510 FANS SHALL BE MODEL SO-VG AS MANUFACTURED BY GREENHECK OR EQUAL OWNER 23 DIFFUSERS,GRILLES,REGISTERS 291 PROVIDE COMPLETE AUTOMATIC CONTROLS FOR ALL HVAC EQUIPMENT AND SYSTEMS. o FURNISH ALL REQUIRED CONTROL DEVICES WHICH ARE NOT FACTORY FURNISHED WITH i N 231 FURNISH AND INSTALL ALL REGISTERS,GRILLES,AND DIFFUSERS INCLUDING DAMPERS, 26 BATHROOM EXHAUST FANS EQUIPMENT FOR FIELD INSTALLATION. 35 FINAL INSPECTION/PROJECT TURNOVER 0 r— FRAMES.AND OTHER ACCESSORIES TO PROVIDE A COMPLETE AIR DISTRIBUTION SYSTEM e 0 ALL DEVICES MUST BE COMPATIBLE WITH THE CEILING/WALL CONSTRUCTION INTO WHICH 261 FURNISH AND INSTALL THE CEILING OR WALL MOUNTED TOILET EXHAUST FANS AS INDICATED 292 FURNISH AND INSTALL CENTRAL WIRING,INCLUDING WIRING FROM PROGRAMMABLE 351 WHEN ALL WORK UNDER THIS CONTRACT HAS BEEN COMPLETED AS INDICATED ON THE _ THEY ARE TO BE INSTALLED-REFER TO ARCHITECTURAL DETAILS. ON THE DRAWINGS.THE FANS SHALL HAVE THE CAPACITIES AND CHARACTERISTICS LISTED THERMOSTATS FOR EQUIPMENT,CONTROL WIRING FOR CONDENSING UNITS. DRAWNGS AND SPECIFIED HEREIN AND IS READY FOR FINAL INSPECTION,SUCH AN N co e- IN THE SCHEDULE ON THE DRAWINGS FANS MOUNTED IN RATED CEILINGS SHALL BE INSPECTION SHALL BE MADE.AT THIS TIME,THE HVAC CONTRACTOR SHALL DEMONSTRATE ^^`` 232 ACCEPTABLE MANUFACTURERS ARE TITUS,TUTTLE AND BAILEY,METALAIRE,PRICE,OR PROVIDED WITH RADIATION DAMPER FANS SHALL BE AS MANUFACTURED BY PANASONIC OR THAT THE REQUIREMENTS OF THESE SPECIFICATIONS HAVE BEEN MET TO THE OWNER'S WLo KRUEGER.SUPPLY GRILLES SHALL BE SIDEWALL.SUPPLY REGISTERS SHALL BE DOUBLE APPROVED EQUAL. 2 9 3 INSTALL THERMOSTATS FURNISHED WITH ELECTRIC UNIT HEATERS AND PROVIDE CENTRAL SATISFACTION THE CONTRACTOR SHALL PROVIDE EQUIPMENT PARTS LISTS,OPERATION& ADJUSTABLE DEFLECTION TYPE WITH HORIZONTAL FRONT LOWERS WIRING MAINTENANCE MANUALS TO THE OWNER BOUND NEATLY IN BINDERS �/ N 233 RETURNIEXHAUST REGISTERS SHALL HAVE FIXED HORIZONTAL BLADES(45 DEGREE 26 GAS FIRED FURNACE WITH DX COOLING 0111. 2 9 4 FANS ^` DEFLECTION).REGISTERS IN LOCKER,SHOWER,LAUNDRY,OR OTHER"WET'AREAS SHALL BE 352 THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SET OF CAD FILES,1 SET PDF FILES,AND 0 W N ALUMINUM OR STAINLESS STEEL.LOW WALL REGISTERS SHALL BE HEAVY GAUGE FOR 1 HARDCOPY MARKED"AS-BUILTS",THE CONTRACT DRAWING FILES MAYBE UTILIZED AS THE RUGGED USE WIRE MESH SCREENS SHALL BE 3/4'SQUARE PATTERN WITH WIRE SECURED 261 PROVIDE A SEALED COMBUSTION,CONDENSING TYPE AGA CERTIFIED FOR USE WITH 2 9 4 1 EF,A SHALL BE MANUALLY STARTED,VIA WALL SWITCH. BASIS FOR THESE AS-GUILTS(WITH PERMISSION OF THE ARCHITECT)THE CONTRACTOR TO FRAME. NATURAL GAS AS MANUFACTURED BY YORK OR APPROVED EQUAL MINIMUM ANNUAL FUEL SHALL SIGN AND RETURN ENGINEER'S STANDARD CAD RELEASE AGREEMENT TO OBTAIN THE 0 UTILIZATION EFFICIENCY(A.F.0 E)OF 92%ALL RATINGS ARE TO BE CERTIFIED BY GAMA. 2942 SF-1 SHALL BE INTERLOCKED WITH OPERATION OF KITCHEN HOOD CONTRACT DRAWING CAD FILES J 24 DUCT INSULATION ^` 262 22 GAUGE STEEL CASING WITH BAKED ENAMEL FINISH OR PREPAINTED GALVANIZED STEEL 3 EXECUTION W 5 241 FACED FLEXIBLE FIBERGLASS INSULATION INSULATE CASING BACK AND SIDE PANELS WITH FOIL FACED FIBERGLASS INSULATION. U) 31 CLEANING e 0 2411 FACED FLEXIBLE FIBER GLASS 2"THICK DUCT INSULATION SHALL BE EQUAL 263 CONSTRUCT PRIMARY HEAT EXCHANGER OF ALUMINIZED STEEL CONSTRUCT SECONDARY o HEAT EXCHANGER OF STAINLESS STEEL WITH ALUMINUM FINS OR OF POLYPROPYLENE AND EQUIVALENT TO OWENS-CORNING FIBERGLAS FACED DUCT WRAP,SERIES LAMINATED STEEL.ALUMINIZED STEEL MULTIPORT IN-SHOT BURNER WITH HOT SURFACE OR 311 ALL DUCTWORK INSTALLED UNDER THIS CONTRACT SHALL BE WIPED CLEAN PRIOR TO � APPROXIMATEIMATE THERMAL CONDUCTIVITY OF 0.30 AT 75'F.ED 100, HAVING AN APPROXIMATE DENSITY OF 1 LB/CU FT AND AN ELECTRONIC SPARK IGNITION,APPROVED FOR VERTICAL OR SIDEWALL VENTING INSTALLATION 2412 INSULATION SHALL BE TIGHTLY WRAPPED ON THE DUCT WORK WITH ALL 264 AGA LISTED GAS CONTROLS INCLUDING MANUAL MAIN SHUT-OFF VALVE,DOUBLE AUTOMATIC 312 PROTECT ALL DUCTWORK OPEN ENDS WITH POLY WRAP CIRCUMFERENTIAL JOINTS BUTTED AND LONGITUDINAL JOINTS LAPED 2 GAS VALVES FOR REDUNDANCY AND GAS PRESSURE REGULATOR. INCHES AND STAPLED.ALL JOINTS SHALL BE SEALED WITH APPROVED 32 TESTING ADHESIVE ADHERE INSULATION TO DUCTS WITH 4 INCH WIDE STRIPS OF AN c APPROVED BONDING ADHESIVE,AT 181NCHES ON CENTER ADDITIONALLY, 265 CENTRIFUGAL TYPE BLOWER FAN STATICALLY AND DYNAMICALLY BALANCED WITH VARIABLE SECURE INSULATION TO BOTTOM OF RECTANGULAR DUCTS OVER 24 INCHES SPEED,DIRECT DRIVE OR BELT DRIVE FAN MOTOR.PROVIDE LOW ENERGY INDUCED DRAFT 321 FURNISH ALL LABOR,MATERIAL,INSTRUMENTS SUPPLIES AND SERVICES AND BEAR ALL WIDE WITH WELD PINS OR STICKCLIPS AT NO MORE THAN 18 INCHES ON BLOWER FOR HEAT EXCHANGER PREPURGE AND COMBUSTION GAS VENTING COSTS FOR THE ACCOMPLISHMENT OF THE TESTS HEREIN SPECIFIED CORRECT ALL $ CENTER ALTERNATIVE MEANS OF SECURING INSULATION TO DUCTS WILL BE DEFECTS APPEARING UNDER TEST AND REPEAT THE TESTS UNTIL NO DEFECTS ARE PERMITTED,SUBJECT TO THE MANUFACTURER'S RECOMMENDATIONS AND THE 266 PROVIDE UNIT WITH 2'THICK 30%EFFICIENT DISPOSABLE TYPE PANEL AIR FILTER AND FILTER DISCLOSED.LEAVE THE EQUIPMENT CLEAN AND READY FOR USE.PERFORM ALL TESTS ARCHITECTS WRITTEN APPROVAL. HOLDING RACK WITH A MAXIMUM FILTER FACE VELOCITY OF 500 FPM. OTHER THAN HEREIN SPECIFIED WHICH MAY BE REQUIRED BY LEGAL AUTHORITIES OR BY CN AGENCIES TO WHOSE REQUIREMENTS THIS WORK IS TO CONFORM. 2.41.3 INSULATION SHALL BE BUTTED WITH FACING OVERLAPPING ALL JOINTS AT LEAST 2 INCHES AND SEALED WITH APPROVED FIRE RETARDANT VAPOR 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 ° BARRIER ADHESIVE.ALL BREAKS,PUNCTURES AND PIN PENETRATION IN RELAYS INCLUDING BUT NOT LIMITED TO: FOUND TIGHT INSULATED OR OTHERWISE CONCEALED EQUIPMENT SHALL BE TESTED m FACING,SHALL BE SEALED WITH VAPOR BARRIER TAPE PER THE BEFORE BEING CLOSED IN ALL LEAKING JOINTS SHALL BE CORRECTED,RE-TESTED AND R.W.Sullivan Engineering 2 MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 2.6.7.1 PRESSURE SWITCH FOR AIRFLOW OF FLUE PRODUCTS THROUGH FURNACE FOUND TIGHT. MEP1FPt*m%.Co&.Cwrn wV %Sara Cate 53Nan SL Sh 203 AND OUT VENT SYSTEM. It aomon r o212s`no7 CD 2 4 2 RIGID FIBERGLASS BOARD INSULATION 2.6.7 2 ROLLOUT SWITCH WITH MANUAL RESET TO PREVENT OVERTEMPERATURE IN 3.3 TESTING,BALANCING,AND ADJUSTING Rme o17►52MW wm.,o bran BURNER AREA F71Rmjws 16016tA 2421 RIGID FIBERGLASS BOARD INSULATION SHALL BE EQUAL TO OWENS-CORNING 2.6.7.3 ELECTRIC FLAME SENSOR. 331 THE HVAC CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT TEST AND 0 2' 4' 8' FIBERGLAS 25 WITH ASJ HAVING AN APPROXIMATE DENSITY OF 4.2 LBS./CU.FT 2.6.7.4 BLOWER ACCESS SAFETY INTERLOCK BALANCE FIRM THAT SPECIALIZES IN TESTING AND BALANCING OF HVAC SYSTEMS AND AN APPROXIMATE THERMAL CONDUCTIVITY OF 0.25 AT 75'F. 2.6.7.5. TIMED BLOWER START AFTER MAIN BURNERS IGNITE. (? 2.6.7.E FACTORY INSTALLED 24 VOLT TRANSFORMER FOR CONTROLS THERMOSTAT 3.3.2 BALANCE ALL SUPPLY,RETURN,AND EXHAUST AIR SYSTEMS SERVING THE PROJECT AREA AS 1/4'=1'-0' 2.422 THE INSULATION SHALL BE APPLIED BY USE OF WELD PINS OR STICK CLIPS 0 b O h z z 09 uJ E 006 'o 2 0. wo CO> a LU U <& -El:z oc 0 a su 0-!E c (D o-t� 0 U 4) z 29, U OL 9 7"0 UP TO FLOOR GRILLE(TYP 4) IN 7"0 6"o s 0. CD-M 150 (TYP 2) oin No 7"0— ESS I.ams so 7"0 zV) EF CL< A i 7"01 o -c U0 0 REFER TO BASEMENT j __jB EMENT U— ON THIS0REFLCC3 FLOOR PLAN Q ON THIS I-- 'ro— Z it DRAWING FOR U.J I L SCOPE 0 6"o 0 w U- ADDITIONAL SCOPE OF 0 p c/) WORK 6.0— 0- < 16— 0-1 F2 LU -j U CID < 6"0 BATH-,,,,*, Uj Ln U < EXHAUST UP SUPPLY DUCTS UP TO TRUSS BAYS(TYP) TO 6"01 -6"0 UP TO FLOOR 00, GRILLE(TYP 5) 6101 �GAS FLUE/INTAKE UP 0 SUPPLY MAIN BELOW CEILING AC RETURN MAIN BELOW CEILING U. z VD 0 1Qw 4 0 �24x10 RETURN UP 7"0 OSA UP co 6"o-- Lo 6"0-- O CN Z c: KITCHEN MAKEUP AIR CONTROLPANEL 14 o 0 o co BASE[-1ENT FLOOR PLAN w/ WALKOUT BA,".-)Ef-1ENT FLOOR PLAN C 1 L E R.W.Sullivan Engineering � MEPIR89m Tksc1Vdc,dff.wqVwq,.%bm mm(6Bo*ftmmw=mm1s11ff q5mm RMJMI 16mm 0 2' 4' z z W N E 0' LU 2,co o co 10 a)C14 U >0 <— Uj c 0) -7 cc 13 w 0 00 0 tE 0 My D U U z 09 U k, CEO CD-64 CEII ISO FIR-104 loo 1 150 1 FR-10x6j 150 &AV FR-8x4 100 INLINE FAN FILTER CASSETTE 471- 7"0 MOTORIZED 1k. 6"0 DAMPER 1 IVID S;A 6"01 A 10"EXHAUST DOWN VENTLESS GAS FIREPLACE TO KITCHEN HOOD 1000 MAKEUP AIR (WITH INTEGRAL 6"0 BLOWER BY OTHERS) CD-6x6 6-0 BATH EXHAUST FROM ABOVE -,-----DUCT SILENCER 411. 25 UP TO ROOF CD-9x9 JSR-16xI0j 7'0 Soo loxio MUA UP < 10r KITCHEN HOOD —LOCATION OF FUTURE —j co EXHAUST UP I I DUCT HEATER 12 x FRAW 100"KITCHEN HOOD .. ISO EXHAUST UP TO ROOF 10x10 MAKEUP AIR DOWN cle ® — - 04 �'� ie; 100"KITCHENHOOD 0 qCC L cD- EXHAUST DOWN m flo"o 50 U U- FD441 < in CD 6"0 6"0 7s > Z C3 HABOWDOOR W. 40 U LU 4"0 DRYER EXHAUST *-DN DOWN TO WALL BOX LL 6"01 06 \\--THE HVAC CONTRACTOR SHALL FIELD COORDINATE L6-0 4"0 DRYER EXHAUST q- — .. UP TO ROOF 0� F LU EXACT LOCATION OF ACCU UNITS IN THE FIELD WITH 6-01 --------10"0 BATH EXHAUST U.J o < 8-0 BATH EXHAUST THE ELECTRICAL CONTRACTOR AND GENERAL cle UP&6"0 DOWN CONTRACTOR TO ALLOW SUFFICIENT WORKING UP TO ROOF L EF L- A CLEARANCES FOR ELECTRICAL DISCONNECT --I---� @) SWITCHES AS REQUIRED PER CODE AND THE LOCAL AHJ GAS FLUE/INTAKE 6"0 '1040, T FR-8x4 I ro UP&DOWN I CD-W'j AC TO AC-1 110 75 FR-8)(4 TO FRESH 1 1 25 2 MIMS TO FRESH AIR AIR DOWN 0— ISO EF FROM ABOVE bd 2 0 T 0 VD A � O - 0 1 50 A \-GAS FLUEANTAKE UP R- 20 VD 2 U. El 1200 U 6"0 GAS FLU tn INTAKE UP RR-20.22 MD1 MD 8x8 FRESH AIR 1400 1 DA ABOVE U. Z LOW ON WALL 7-0(115 CFM) cq 24x10 RETURN DOWN 7-0(115CFM) FRESH AIR DOWN 8-0—P I; LLB L0 G Al R A G .............................. ........... .............. .......... os. CD-9x9 125 rcDZ971 ............................................ ...................................................... FR-I0x4 ............ ................................................ co (rYP 2) CEO CEO ............................... FIRST FLUOR PLAN R.W.Sullivan Engineering 2 MP1FP&FwN.Co&.cwrmw9 ft*(617)5MM wmrn&wc= RMJMI ISMOO 0 2' 4- a, 1/4*cl*-O* W Vr O d N V> >O C O H H F < W O (,� O W _t Q O - - -- -..-...-- O ~ C° 7 H !. OUC ^Z O U ' Q ; N V6"O BATH EXHAUST •. -- -_ �p 'It`i FROM BELOW. = GREENHECK'FGI'GRAVITY TERMINATE WITH I' -__ INTAKE WITH WITH 16" • ��,� i ROOF CAP __ ROOF CURB 10x10 MAKEUP �® 07 AIR DUCT DOWN.(500 CFM) � ... Z KITCHEN HOOD EXHAUST FROM BELOW '— TERMINATE WITH ROOF CAP J 0 O LL- 4"O DRYER VENT FROM BELOW _ 1ji i. i• :!I:;f.i�;. :j :! TERMINATE WTH ROOF CAP I.L. _ L O 1—�! .j�..'i I':'jli:l; i:•!.k''�` ;I.lil! 'll I , 'j Ii.;j !:�: I!:,I.:: •;i,•;� O O IL— .111:!I� �11',iii:I�i'�!�I:;;i�ll.•'i`'�iii;i:i,lii, ..I '.1. 'I !i:'IIIII;1�j;illjl:l!j i'iii:jl o LU 1 .1� ;•,I.:I'1 i.1;!''�1 1i1. I j!ji I' , �!.:Illil•!�I!!I il'l::l' I LLJ _ '11!li:t�lji!ill'Ijii:jlilj'.��''Iliil:!'ll:l I 1:!:Illi.,;iii•jll� i � N 10"0 BATH EXHAUST • ., .�, ;j, ,I :I� .; .I FROM BELOW. F �;l''•i.'t I ii l:i;jl;Iill•::i;j, i„ TERMINATE WITH li,. ROOF CAP O 1 =-=_— ---_-—_- I: •I ,:,. , GAS FLUEANTAKE DOWN TERMINATE WITH i,'i`i 'illtz --_ —_ __-—----—_ `•I� � CONCENTRIC FITTING —_— - —,�:' Iii•I: ;i i I :i''il,l _-- — GREENHECK'FGI'GRAVITY INTAKE WITH WITH 16" ' 7 ROOF CURB.8x8 MAKEUPLL. L AIR DUCT DOWN(2W CFM) �:.,_.-_=_-- ---- _-----_-�-=— ��_•--------------- - -- — -_-- -tea � W � N - -----_--__--_---- --- - -------_ --- - _ p co Lo ! -- co CN ———— - r :I,.� iii !�;•.,'.li "':��: il, �I':I: i:!il! !i, - _1 0. p co — -- M1:I ,;'i\'Ijl.:l�. �'•'li•:_- :,� : ..•_.;:.,: "�I'!,. 't it ' i,,— 2 /1/ — -- — — --- !;':i.'!i''�!!i:li�!!, i;: I11':ll:i�'�11�;11!. ,. '!'�!� ili�0;; '''`i�l: :'I• ,I O q� a - PC)OF FLAN � S R.W.Sullivan Engineering 1111910P80m.q.Code.Caemem.y g iM SanQ Certa,529 Nan 61,Sde 207 x eosmn Namdtaed o2t2¢ttm alone(61n 523•B?21 M.MI,.Y f.a.Mll RM.1081 110MOo COIN 1 y 0 2' 4' 8' 0 0 e a N 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 SPR 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 GUIDANCE IN PREPARING SPRINKLER DRAWINGS AND OTHER DOCUMENTATION FOR REVIEW DR DR DRAIN PIPING CPVC SPRINKLER PIPE OPEN ATTIC 2 CONTRACTOR SHALL REFER TO THE FIRE PROTECTION SPECIFICATIONS FOR THE FULL REQUIREMENTS 94 OS&Y OUTSIDE SCREW&YOKE VALVE W/TAMPER SWITCH AREA BLANKET INSULATION TO R30 OF THIS SECTION. Z Z u+ 00 E f FASTENED TO WALL STUDS -� PIPE CAP H = m 04 °U,v 3 ALL EXPOSED SPRINKLER PIPING SHALL BE INSTALLED AS TIGHT TO FINISHED WALLS AND CEILING H a'0 of SURFACES AS POSSIBLE PIPE CONTINUATION C W o f o 0 v 4 WHERE SPRINKLER HEADS ARE INSTALLED IN TILED CEILING,ALL HEADS SHALL BE LOCATED IN THE - PIPE UP THRU SLAB OF FLOOR ABOVE O - j n 4) CENTER OF THE TILE. V = m --♦ PIPE DOWN THRU FLOOR SHOWN oVe �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 ---•EI 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 NTS NOT TO SCALE AS REQUIRED TO CREATE WALL CAVITY CREATED BY INSULATION SHEETROCKED OR TAPED AND SPACKLED PRIOR TO THE INDIVIDUAL CONTRACTOR INSTALLING SLEEVES CAVITY REQUIRING THE WALLS TO BE CUT OPEN AND SLEEVES BE SET,THEN ALL REMEDIAL WORK NECESSARY ELECTRIC BELL SIDEWALL SPRINKLER TO REPAIR WALLS SHALL BE AT THIS CONTRACTOR'S EXPENSE 7 THE FIRE PROTECTION CONTRACTOR SHALL SLEEVE AND SMOKE/FIRE STOP ALL PENETRATIONSyI�' �� � f• REQUIRED FOR THE INSTALLATION OF THE SPRINKLER SYSTEM 8 SPRINKLER SUBCONTRACTOR SHALL VERIFY ALL SPECIFIED DESIGN CRITERIA WITH BUILDING OWNERS e �� INSURANCE PROVIDER AND INCORPORATE ANY COMMENTS INTO THEIR DOCUMENTS TO BE APPROVED EXTERIOR WALL CPVC SPRINKLER PIPE c 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 r j 10 PROVIDE ADDITIONAL SPRINKLERS BELOW DUCTWORK,PIPING AND OTHER OBSTRUCTIONS.WHERE ) REQUIRED,IN ORDER TO ACHIEVE PROPER SPRINKLER COVERAGE AND DISCHARGE PATTERNS IN ACCORDANCE WITH NFPA 13D(CURRENT APPLICABLE EDITION) +z-, 11 SPRINKLER HEADS ARE SHOWN FOR COORDINATION PURPOSES WITH ARCHITECTURAL REFLECTED ;" c 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 �.@ > w CUT SOLEIPLATE AS REQUIRED TO INSULATION DAM AT SPRINKLER PIPE 12 ALL SPRINKLER HEAD TEMPERATURE RATINGS SHALL BE COORDINATED BY THE FIRE PROTECTION 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 13 THE FIRE PROTECTION SUBCONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT AND MOST HYDRAULIC DESIGN CRITERIA SIDEWALL SPRINKLER HYDRAULICALLY REMOTE AREA OF EACH FLOOR IN WHICH TO LOCATE INSPECTOR'S TEST STATION AND REQUIRED DRAIN PROVIDE AUTOMATIC SPRINKLER SYSTEMS OVER ENTIRE FLOOR EXCEPT NONCOMBUSTIBLE V w NOTE 14 SPRINKLERS IN WATER HEATER AND UNIT HEATER ROOM TO BE 212 F)RATED. NON-ACCESIBLE VERTICAL SHAFTS USED FOR PIPING,DUCTS,AND/OR ELECTRICAL EQUIPMENT L U O 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 06 EXPOSED PIPING RUN AT A MINIMUM TEMPERATURE OF 40 DEGREES BY THE USE OF PROPER THERMAL INSULATION GUIDELINES Z z THE GENERAL CONTRACTOR,INSULATION CONTRACTOR AND FIRE PROTECTION CONTRACTORS SHALL C/) 10 COORDINATE TO IDENTIFY THE LOCATIONS REQUIRING INSULATION AND THE INSTALLATION OF SPRINKLER PIPING LOCATION DENSITY AND AREA O w AND INSULATION TO INSURE ALL CONDITIONS ARE MET INSULATING THE PIPE FROM THE COLD SIDE SHALL BE I--- 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 0 DEGREES F AND THE WARM HEATED AREA IS MAINTAINED AT 55 DEGREES F THIS CONTRACTOR SHALL BE RESIDENTIAL UNITS 4 HEADS WHICHEVER IS GREATER LLJ Z w D RESPONSIBLE FOR INSPECTING THE WORK OF EACH TRADE TO ASSURE THAT INSULATION TO PROTECT SPRINKLER PER NFPA 13 F-- i- PIPING FROM FREEZING IS PROPERLY INSTALLED WITH OTHER TRADES 1 O Q O IN AREAS WHERE SEVERAL DIFFERENT OCCUPANCIES EXIST,THE SPRINKLER Z w Ie Z LL SYSTEMS SHALL BE DESIGNED TO MEET THE MOST HYDRAULICALLY DEMANDING Q Q.- w PLAN VIEW SPRINKLER PIPING IN WALL INSULATION DENSITY AND AREA REQUIREMENTS PROVIDE A MINIMUM 10 PSI CUSHION FOR ALL q-w Z 3 NTS HYDRAULIC CALCULATIONS ck W w ,,^^ J w� V Q Q 0 N SPRINKLER HEAD SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACTURER MODEL/SN COMMENTS!DESCRIPTION RESIDENTIAL HORIZONTAL QUICK RESPONSE,STANDARD COVERAGE,4.4K FACTOR 155 F RATED O ♦ - TYCO SERIES LFII/TY2334 SIDEWALL WITH RECESSED ESCUTCHEON RESIDENTIAL CONCEALED CHROME PLATED,WHITE COVER PLATE,QUICK RESPONSE STANDARD '- 3 • - TYCO SERIES LFII/TY2524 SPRINKLER COVERAGE.4.9K FACTOR.160'F O - UPRIGHT SPRINKLER TYCO SERIES TY-FRB/TY3131 QUICK RESPONSE,STANDARD COVERAGE 5.6K FACTOR 155'F.WITH o MODEL G1 GUARD&200•F RATING IN MECHANICAL ROOMS. LU o" 1"x 1/7 REDUCING TEE OR a N ELBOW THE FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE THE FINISHES OF ALL SPRINKLER HEADS WITH THE ARCHITECT PRIOR TO THE START OF WORK Q s: o O I I I I I I f I ALL BLACK STEEL SCHEDULE 40 C\' PIPING,TYPICAL co �I1 PROVIDE LENGTH TO /1 SUIT • I I I I PROVIDE LENGTH TO N SUIT SPRINKLER BRANCH PROVIDE LENGTH TO o LINE OR MAIN SUIT SPRINKLER CUP � � J ASSEMBLY 1"REDUCING COUPLING TO N SPRINKLER HEAD O CEILING o 0 00 W PUSH-ONIfHREAD-OFF FLAT a COVER PLATE ASSEMBLY O CEILING 'o 8 0 o • 4 ;Oy s NOTES (D R.W.Sullivan Engineering 1 ADJUST SPRINKLER DROPS AS NECESSARY TO CLEAR OBSTRUCTIONS SUCH AS THE CEILING MEN.FPErgm tj.CWe.Cow*§w*gkm St.suce 2m $ GRID SYSTEM,LIGHT FIXTURES,HVAC DUCTWORK,DIFFUSERS,GRILLS,ETC m'Wam Cff&'53 M Bm.Massad.aem Ott2311C7 ° 2 REFER TO THE FLOOR PLANS FOR SPRINKLER HEAD TYPES Phowilr 523w wwlwxiranmm RWS Jos 1 1604M 0 2' 4• 8' 2 CONCEALED SPRINKLER NTS 1 SPRINKLER HEAD ARM OVER DETAIL NTS 4 0 e a h 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 visas 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 stopping 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 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"=V-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 Architects 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. 1 08 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 W Z LU oe 'C o 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 y C9 C o 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 ceding tile patterns as shown on the „* a 0 . 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 c W V c a, for the installation of all work as shown on the drawings and as specified herein-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 op is� 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 — �3 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 tJ = �m v 2 Complete automatic wet pipe fire sprinkler systems the Fire Protection Subcontractor's expense aee Z ij 3 Automatic sprinkler heads C The Fire Protection Subcontractor shall make necessary field measurements to ascertain space requirements,for equipment 1 24 FIRESTOPPING AND SMOKESTOPPING Q 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 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 Manufacturer's 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 7 Tamper switches Architect in writing of any conflict between any requirements of the Contract Documents and the manufacturer's directions and provide same as specified under Division 07 8 Escutcheons and head guards Obtain the Architects written instructions before proceeding wrth 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 () NE;p 9 Hydraulic calculations verfying pipe sizing work that does not comply with the manufacturer's 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 10 Core drilling of holes up to and including 12"diameter arising 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 -1 , t r} 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 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 Z` a 1I / 13 Testing and certificates Protection Subcontractor,shall be received installed,tested,etc.,as if the equipment was purchased by the Fire Protection t 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 C/ 7 t f 15 Spare heads in cabinet,wrenches Contract A Refer to Section 01500 of Division 1-General Requirements for the requirements of this Section .4 �°p� ,; i 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 � �' > i 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 _ .s '�` r i Authorities exercising jurisdiction over this project substitute manufacturer differs from that specrfied require different arrangements or connections from those shown,rt shall be 126 PIPE SLEEVES AND ESCUTCHEONS > ..,yam 18 Complete coordination of soffit systems as required wrth the Architect the responsibility of the Subcontractor responsible for the substitution to modify the installation of the equipment/system to A Where pipes pass through all wall or floors,the Fire Protection Subcontractor shall provide and set individual sleeves for 19 Fire Protection connections to HVAC,Plumbing,Electrical,Fire Alarm ATC/DDC control equipment,and Owner operate properly and in harmony with the original intent of the drawings and specifications Should the Fire Protection each i and all other work under his charge.as necessary for passage of all pipes.Sleeves shall be of sufficient size to �'; ),,�`-- P P P Y Y9 pipe 9 rY Pa 9 P Pe � 4w €, 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 n j �,' L,i 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 "--'� U.J • j 21 Cleaning,Testing and adjustment of equipment an Addendum by the contractor,pnor to bid due date The above requirement is mandatory coordinate all requirements for piping sleeves. 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 ceilings shall be fitted with escutcheons � f! 49 N 1 y 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 ,lb a"o 07 o �'-� 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, . 'C',k� _ .1'.. 25 Protection of piping and equipment from freezing as required by NFPA 13 and FM Global Data Sheets K All equipment and materials required for installation under these 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 requirements of all �. .7 ..1) . ':.��. 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 �v V 9C���9` ,I;• 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 Departrnent Budding Department,Architect,Engineer for review _ 29 Record As-Built Drawings quality of material or equ pment 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 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 N 33 Contractor's certificate of completion 1 09 USE OF PREMISES Architectural reflected ceding plans for preferred sprinkler head locations Additional sprinkler heads and other equipment Z � 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 Contact as required,to satisfy the requirements for the hazard stated The Fire O 35 Assist in commissioning by the Architect and he shall 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 O N responsible for repairs,patching,or cleaning arising from any unauthorized use of premises arrangements will be constructed that will require special fire sprinkler design considerations Failure of the Fire Protection 1 03 RELATED WORK B In storing materials within areas(structure or ground),or when used as a shop,the Fire Protection Subcontractor shall Contactor to examine all areas that will require special considerabons and misinterpretation of the contract documents U F— � 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 W Q � 1 For work related to and to be coordinated with the Fire Protection work,but not included in this Section,and required Protection Subcontractor will be held responsible for repairs,loss,patching or cleaning arising from any unauthorized use of to be performed under other designated Sections or Divisions see the following the premises 131 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 O = b 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 manufacturer's representatives,as applicable,and the Owner and Architect's Q:� — 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. IZ U Z L d Division 05-Section Miscellaneous Metals connection with safe working conditions at the site without the assistance or presence of the equipment manufacturers LU 0L_LLJ -0 e Division 07-Penetration Fire Stopping B A written report shall be issued by the particular equipment manufacturer and the Fire Protection Subcontractor summarizing Z c/ O � f Division 07-Thermal Insulation 1 10 PROTECTION the results of the commissioning and performance of each system for the Architects record No additional compensation will O Z Lt_ 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 I— h Division 22-Plumbing shall be temporarily closed so as to prevent obstruction and damage Post notice prohibiting the use of all systems provided I Division 23-Heating Ventlabng and Air Conditioning under the Fire Protection Contract prior to completion of work and acceptance of all systems by the Owner except as PART 2-PRODUCTS iY � I Division 26-Electrical otherwise instructed by Architect Take precautions to protect all materials furnished from damage and theft w Q Q B The Fire Protection Subcontractor shall fumish,place and maintain proper safety guards for the prevention of accidents that 201 PIPE AND FITTINGS 0 N 01 04 PERMITS,FEES AND TAXES might be caused by the workmanship,materials,equipment or Fire Protection systems provided under his Contact A. Piping shall meet applicable ANSI or ASTM standards requirements and shall have manufacturer's 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 111 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 1 05 REFERENCES 112 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 I O 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 B In case of difference between Building Codes,State Laws.Local Ordinances,Industry Standards and all other Regulations whether or not fabr,cated installed or completed permitted Z 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 2"and smaller and may be used 1 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 $ i,,,,.. W 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 wrth the requirements of the applicable of any Codes and/or Standards and/or any references to the contrary - LL� Building Codes,State Laws,Local Ordinances,Industry Standards and all other Regulations,he shall bear all costs ansing in 1 21 RECORD DRAWINGS/AS_BUILT DRAWINGS H CPVC pipe and fittings to be as follows t W . 0 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 sprinkler 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 w O 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) 2 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 building,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 2 National Fire Protection Association(NFPA) B The Fire Protection Subcontractor shall indicate progress by colorng_in vanous piping equipment and associated socket)and ASTM F439(schedule 80 socket) E N 00 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 1 r- 1 � W^` 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 Lusting Agency See UL Fire Protection Equipment Directory,categories VIWT and HFYH � LO 5. Occupational Safety and Health Standards C The marked-up and oolored_up prints will be used as a guide for determ,ning the progress of the work installed They shall :4 � > N 6 [NY]Building Code be inspected periodically by the Architect and Owner and they shall be corrected immediately if found either inaccurate or 202 PIPE SLEEVES AND ESCUTCHEONS E CZ 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 wrth th,s requirement could result in a reduction of the monthly payment requisition recommended sleeve before ordering fabrication or installation 1 _ N E In these specifications,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 budding where their use would impair the strength or construction ;S (D ti 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 +— 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 E � 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 - 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 G ^^`` 4 FM FM Global(Factory Mutual) turned 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 1 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 Gnnnell m N 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 � O Architect 1 Set sleeves 1 inch above finish floor(6 inches at penthouses and mechanical rooms)and flush on each side of walls t F Specific reference is made to the following 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 occurring 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 Z the course of construction and it shall be the Fire Protection Subcontractor responsibility to update the As Built documents to < CID 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 8 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 o 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 o 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 i 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". o 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 Owner's acceptance of the 1 22 SHOP DRAWING SUBMITTALS C Tnm Valves(for use on inspectors test setups,alarm check valves,dry pipe valves,etc.) 8 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 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 Z " warranty shall extend for a minimum of 365 days. B All shop drawings shall have dearly marked the appropriate 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.WWP,screwed ends 3 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 responsrburty,for deviations from D Cross connection control device(backflow preventer): I have by law or by other provisions of the Contract Documents drawing or specifications,unless he has submitted in writing 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 31 K All materials,items of equipment and workmanship furnished under the Fire Protection Section shall carry 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 OSBY,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 device and installation shall conform to requirements of local authorities and all Cross Connection Control Regulations 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 R.W.Sullivan Engineering Q 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 Owner's g g resulting from this failure. 1 Fire Protection work layout include 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 (D Ihefta Erg+m 521 Code.Comi�s2M 9 Y n9 P P rig• 9e 9 P Y Pe the SalraEl ceruer 528 Mali SL sure 200 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 lot and one each of any special tools required per =7The 02129-1i07 Contract,are of sufficient capacity to meet the specified performance requirements as set forth herein or as indicated 2 Equipment cuts and manufacturer's documentation for,but not limited to backflow prevention device installed ai�Ibi>)sIMMrAw .rvmrna coin m 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 i00 i 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 0 2' 4' 8' i& affected by the failure(s). c All types of sprinkler heads and accessories such as finished ceding 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 n 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 k 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] I/4'=1'-0' o a 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 Bevis 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 n5 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 venfy 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 will be subject to the Architect's approval Such corrections and Z Z iu o E EON specified herein shall be fumished and installed by the Fire Protection Contractor. adjustments will be permitted only when they will not be detrimental to the appearance and function of all the work Lu c E. "C"clamps for hangers on pipes will not be permitted unless installed with safety straps and lock nuts , >o C d F. All vertical drops and run out s shall be supported b split-ring extension hangers 3 06 TESTING AND INSPECTION c W U P pipes 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 required for this Section of the ac G su 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 0, Building Code and NFPA 13 inspection and testing shall be repeated When work is completed,the Fire Protection Contractor shall furnish all y p 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 U z U oe Contract will be allowed. Q 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 representative fusible element type sprinklers No glass bulb type spnnklers 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 ceding tiles,heads shall be installed in the center of tiles NFPA Standards and FM Data Sheets and the requirements of the Authorities Having Jurisdiction F Upright and pendant sprinkler heads in areas without ceilings shall be Viking Microfast QR 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 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 QR 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 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 1.. Standards taxes,fees and other costs in connection with his work,file for necessary approvals with the jurisdiction under which j 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 1 6 spare sprinklers(never fewer than 6)shall be maintained on premises 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 O 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 spnnklers shall be kept in a cabinet located where the temperature at no time will exceed 10OF f 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 COMPLETION 4 4 Stock of spar sprinklers 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 FacilityNumber of spare heads required(each temp rating)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 �` �•.►�_" � shall contain two(2)socket wrenches and shall be of adequate size to hold required head quantity SUBCONTRACTOR'S CERTIFICATE OF COMPLETION PART 3-EXECUTION PROJECT 301 COOPERATION AND WORK PROGRESS PERMIT NO TYPE O Z � A The Fire Protection work shall be tamed on under the usual construction conditions,in conjunction with all other work 0 N at the site The Fire Protection Subcontractor shall cooperate with the Architect,General Contractor,all other The undersigned permit holder attests that the ~ U 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 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 LU B The Fire Protection Subcontractor shall coordinate his work with the progress of the building and other Trades so that ~ U he will complete his work as soon as conditions permit and such that interruptions of the budding functions will be at a 0 LL minimum Any overtime hours worked or additional costs incurred due to lack of or improper coordination with other W — w Trades or the Owner by the Fire Protection Subcontractor shall be assumed by him without any additional cost to the LU i Owner BY W a- 0 -0 C The Fire Protection Subcontractor shall furnish information on all equipment that is furnished under this Section but Signature of License holder data installed under another Section to the installing Subcontractor as specified herein Z W t� Z LL D The Fire Protection Subcontractor shall provide all materials,equipment and workmanship to provide for adequate LL_ protection of all Fire Protection equipment during the course of construction of the project This shall also include CL protection from moisture and all foreign matter The Fire Protection Subcontractor shall also be responsible for damage Printed or Typed Name License Number E LU J Lij which he causes to the work of other Trades,and he shall remedy such injury at his own expense N Q I.- E Waste materials shall be removed promptly from the premises All material and equipment stored on the premises shall uJ 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 Protection 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 building,the Fire Protection BY Subcontractor shall provide additional protection against moisture,dust accumulation and physical damage of the main Authorized Corporate Officers Signature date service and distnbuton equipment This shall include furnishing and installing temporary heaters within these units,as approved to evaporate excessive moisture and ventilate it from the room,as may be required 0 G It shall be the responsrb lrty;f 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 equipment is not delivered too far in advance of such required installation,to ensure that possible damage and 308 CPVC PIPING INSTALLATION deterioration of such equipment wall 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 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 U. F493 The standard practice for safe handling of solvent cements shall be in accordance with ASTM F402.Solvent H The Fire Protection Subcontractor shall erect and maintain,at all times,necessary safeguards for the protection of life P 9 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 - w 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 EllN 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 J 0 r— Particular attention shall be given in the field to group installations If it is questonable 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 N 0 • the work of other Subcontractors,architectural or structural obstructions will result in an arrangement which will prevent accordance with the manufacturer's 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 nsta!!ng sprinklers N M l 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 Chlonnated 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 iv J The Fire Protection Subcontractor shall obtain from the Electrical Fire Alain,Plumbing and HVAC Subcontractors shall state that the person has successfully completed formal CPVC fire sprinkler systems training conducted by an copies of all shop drawing prints showing the ductwork and piping installation as they will be put in place on the project authorized CPVC manufacturer's representative The Contractor Training Certificates shall be specific to the z 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 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,al-owance for thermal expansion/contraction,solvent W (V K Location of all sprinklers,piping.hangers and other devices shall be verified with the Architect pnor to roughing Refer cementing and handling and storage shall be in accordance with the manufacturers instructions and the UL Listing Z 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 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 E 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 piping systems iv Architect H The Contractor shall make themselves fully aware of concerns with contact between CPVC piping systems and N chemically non-compatible products and manufacturers recommendations on this matter,including the products on 0 302 INSTALLATION their list of concerns and their recommendations about products not on their list A General I The Contractor be solely and completely responsible for confirming the chemical compatibility with CPVC piping Cy- 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 P specification or indicated on the drawings shall be installed under this Contract whether or not specifically systems The Contractor shall confirm this with that products manufacturer W itarrdzed 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 w 2 The Fire Protection Subcontractor shall obtain detailed information from manufacturers of equipment as to any land or from any source,do not come in contact with the CPVC piping systems 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 ES complete installation of items furnished under other Sections or furnished by the Owner. non-confirmed products,to come into contact with the CPVC piping systems shall be the sole responsibility of the 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 309 MICROBIOLOGICAL INFLUENCED CORROSION(MIC)PREVENTION Cn 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 G • items,shall be of a galvanized or cadmium plated finish or of another approved rust-inhibiting 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 a 303 MATERIALS AND WORKMANSHIP incubation),23 mineral analysis testing and 3 physical tests to determine any corrosive nature of the water 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 areCQ documents and shall be UL listed and labeled and approved where required. GRAS approved R.W.Sullivan Engineering E 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 MR,FPEV 9•Coft• $ 203 cats 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 n10 �"°SN "a' 0 y b9 rP 9 q itY Boston,MassWwra 02129-1107 ti performance. water is flowed to the system. Phm e1'523-W wwmuraWmn 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 RNS JOB 0 160488.00 equipment is visible or subject to corrosive or atmospheric conditions,the finish shall be as approved by the Architect Laboratories.101 Riverdale Road,Port Jervis,New York D Provide proper access to material or equipment that requires inspection,replacement,repair or service.If proper 0 2' 4' 8' 6 access cannot be provided,confer with the Architect as to the best method of approach to minimize effects of reduced o accessA. E All work shall be installed in a neat and workmanlike manner and shall be done in accordance with all Local and State Codes a Z Z W N O E v H N N U v r H >O C P_ OWU ¢� T; OC in W Ot p� O 1•— O C U x a3i 'o U z o oe U Q - fj r! " i'� ��.�J •v � SPR 70 F�•�}� n Q NOTE FIRE PROTECTION SUBCONTRACTOR TO COORDINATE ALL SPR HEAD LOCATIONS W/ALL SURFACE MOUNTED LIGHTING FIXTURES FP SUBCONTRACTOR TO COORDINATE W/ELECTRICAL SUBCONTRACTOR& SPR GENERAL CONTRACTOR V) Z � Z O p N o �U O -}- �o SPR UP F— I O • O H REFER TO BASEMENT � z �i FLOOR PLAN O ON THIS � w w - DRAWING FOR o U_ w `- 0'-ou L O W ►- cn ADDITIONAL SCOPE OFLL a Q w WORK y U J C REFER TO CIVIL di w U Q FP SERVICE DRAWINGS FOR GO DOMESTIC WATER SERVICE CONTINUATION SPR a IDOMESTIC WATER SERVICE FP (SHOWN FOR COORDINATION ONLY) FP SERVICE LOCKABLE SHUTOFF VALVE WATER FLOW SWITCH APPROVED 2"DCVA a nn`` BACKFLOW PREVENTER ?� W MINIMUM 30"AFF, LL. z PROVIDE AIR GAP LJJ ,[ N J O 3 t N m m > N w O, O N a Z e- O 'e b N ^O// F M w 4 O O O O a w z CD BASE T FLOOR PLAN .AJ, \N;Li,,0UT 2 BASEMENT FLOOR PLAN � • a R.W.Sullivan Engineering 2 NEP FPEngnee".Code.C*w*w" The S*A Center 529 Man S6 Suit M Boslon,Masadtaeri 02129.11[n o Pnone:.,61',52MM w*wltwwivwzm 3 RWS JOB t 16DI" S 0 2' 4' 8' n 0 e a Z Z W N O c p. H H cc d 0C 01 C W 01 U Q aS O cc in H O, 1013, U x a3i a yC�'. ` "t4: C. •. r`• �fj - L. 0? NOTE t FIRE PROTECTION SUBCONTRACTOR TO COORDINATE ALL SPR HEAD SPR SPR FES I LOCATIONS W/ALL SURFACE MOUNTED LIGHTING FIXTURES FP SUBCONTRACTOR TO COORDINATE W/ELECTRICAL SUBCONTRACTOR& GENERAL CONTRACTOR 06 V) Z I CD T s H CN SPR UP Z0 �. TYPICAL 0 - `O SPR DN 0 O UJ - w LL_ N 0 z Z � 0 a� o U LL �ww Ed C � cu U IL J w Q ~ Q N Q SPR ELECTRIC BELL CONTRACTOR TO PROVIDE INSULATION ALL SPR PIPING IN UNHEATED GARAGE FP SUBCONTRACTOR TO COORDINATE W/G C TO MAKE ALL NECESSARY g y y y PROVISIONS TO PROTECT PIPING FROM FREEZING Z � N CONTRACTOR TO PROVIDE INSULATION ALL SPR o 0 r-- PIPING IN UNHEATED GARAGE.FP SUBCONTRACTOR • TO COORDINATE W/G C TO MAKE ALL NECESSARY O PROVISIONS TO PROTECT PIPING FROM FREEZING W a _ >1 Lo �'- o� SPR UP—/ c CN TYPICAL a B J N U O (,l m N � 0 o F MM W r 0 0 0 i FIRST FLOOR FLAN Sc\_t o 0 S R.W.Sullivan Engineering Q K+iFaEN .co&.Cmft*f g TMSanmceft.s29 main SLsn203 B,S„402129-1107 Pnona is?)L-w WWWA%§a=m 3 RWS Joe a 1604" � 0 2' 4' 8' 0 R 0 e a Z Z W W 0 N04 q,Y N O 17 W U °cG� o o �Q O _ c 5 U s w v U z o U Q I Z Z � OJ o p7 C U Cie LU �o OJ CL �� L w 0 z� 0 N O� � P- Oe LL w w U J Lij w Q ~ N : O 3 O N - 7 = o t N m CO a _ — N ....- --- —--___------- o co O O a o� Pk-.)C)F PLAN 4 W R.W.Sullivan Engineering MEP FPEtgnem".Code.0 w*sIw" NSdvaMC"529M2eS.S&2M 6es1a4 Massadese7s�129.110T p ftw 617)52 4W WWWlria bwm n 5 MIS JOB a 1604M � 5 0 2' 4' 8' a va•=r-o• 0 e a h 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' 2� 4 RUN PIPING CONCEALED,UNLESS SPECIFIED OTHERWISE AND CLEAR Z Z Uj 0 o E OF CEILING INSERTS 10 Lw LW LAUNDRY WASTE PIPING '^ 0o u'It > C P_ n 5 THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER In Uj U Q� O1'O ----LV---- LV LAUNDRY VENT PIPING oe p u+ c °'o CONTRACTORS IN ESTABLISHING PIPE RUNS AND SPACE CONDITIONS O Q o 0 PUMP MOTOR Iw IW INDIRECT WASTE PIPING U s t 3 HIGH WATER ALARM ® -" 6 PRIOR TO START OF INSTALLATION OF BELOW SLAB PIPING.PLUMBING m a SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH 09 ^Z U FLOAT SWITCH PLAN' STRUCTURAL FOOTINGS,GRADE BEAMS,ETC.WITH STRUCTURAL Iw CWW CLEAR WATER WASTE PIPING Q 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 INVERT ELEVATIONS WITH CIVIL ENGINEER. C1N CW DOMESTIC COLD WATER PIPING 8 PRIOR TO INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED HW HW DOMESTIC HOT WATER PIPING PLUMBING COMPONENTS(I E WALL HYDRANTS,PIPING � - PENETRATIONS,ETC)ON EXTERIOR OF BUILDING,PLUMBING NDCw NDCW NON DOMESTIC COLD WATER PIPING SUBCONTRACTOR SHALL COORDINATE THEIR EXACT LOCATION WITH CHAMBER VENT TO BUILDING SANITARY ARCHITECT AND GENERAL CONTRACTOR. BALL VALVE Q` �—SYSTEM SEE FLOOR PLANS 9 PLUMBING SUBCONTRACTOR SHALL COORDINATE ALL ROOF NATURAL GAS VALVE GATE VALVE PENETRATIONS WITH ROOFING SUBCONTRACTOR REFER TO ARCHITECTURAL i - DRAWINGS FOR FLASHING AT ALL ROOF BALL AND DRAIN VALVE y 1 CHECK VALVE 45'ELBOW PENETRATIONS - DRAIN VALVE r 10 SOME PIPING ON THE FLOOR PLANS IS SHOWN WITHOUT VALVES ETC FOR CLARITY PURPOSES.THE PLUMBING SUBCONTRACTOR SHALL RPBP REDUCED PRESSURE BACKFLOW t, 'X-''�':•,f!' PROVIDE DRAIN VALVES AND SHUTOFF VALVES AT THE BASE OF ALL PREVENTER w/VALVES o RISERS ALL PRESSURE PIPING BRANCHES SHALL BE VALVE D AT PEX I1 OS&Y OS&Y GATE VALVE vi STEEL COVER MANIFOLD '�!' 1� FSF VIV VALVE IN VERTICAL "'•' ��''' � FLOOR SLAB �'• 11 PLUMBING SUBCONTRACTOR SHALL INSTALL TRAP PRIMER VALVES . p 07 • ,. .o FOR ALL FLOOR DRAINS LOCATED WITHIN BUILDING THE PLUMBING SUBCONTRACTOR SHALL COORDINATE EXACT LOCATION OF TRAP TMV THERMOSTATIC MIXING VALVE 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 STRAINERS Y2 PUMP#1 ON PLANS FOR ALL NATURAL GAS DISTRIBUTION PIPE SIZES 13 PLUMBING SUBCONTRACTOR SHALL PROVIDE STOPS ON SUPPLIES TO BVW BACK WATER VALVE J FLOOR DRAIN FLOAT VALVES ALL FIXTURES PROVIDE CHECKS ON SUPPLIES TO ALL MIXING TYPE 0 (TYPICAL) Y3 HW&CW FIXTURES Z Q O 14 PLUMBING SUBCONTRACTOR SHALL OWN DRIP LEGS AND SHUT OFF W ♦3o OED OPEN END DRAIN L U N 12" VALVES AT THE BASE OF ALL NATURAL GAS RISERS AND AT ALL �� METER w/VALVES W 0 _ CONNECTIONS TO EQUIPMENT J 06 �o PUMPS OFF 15 PRIOR TO THE START OF WORK THE PLUMBING SUBCONTRACTOR PIPE UNION C,-) 2 SHALL REVIEW THE LOCATION OF THE GAS METERS AND THE PIPE CAP OR PLUG L U SECTION VIEW DOMESTIC WATER METERS WITH THE AUTHORITY HAVING Z 'J LU Y1=3" JURISDICTION,THE CONSTRUCTION MANAGER AND THE ARCHITECT Cm � i C Y2=3" —� PIPE CONTINUATION 0 Y3= 0i_U O -0_ — 0 PIPE UP THROUGH SLAB ABOVE O = Z LL 2 SEWAGE EJECTOR DETAIL NTS 0 PIPE DOWN THROUGH FLOOR SHOWN CL U PIPE RISE/DROP U � di w Q ~ oC W&T WASTE AND TRAP p N p CO CLEANOUT —�— FCO/GCO FLUSH FLOOR/GRADE CLEANOUT ® TP TRAP PRIMER V W&V WASTE&VENT PIPING L__ 0 W&V WASTE&WET VENT W BV BOW VENT THERMOMETER VTR VENT THRU ROOF VACUUM RELIEF VALVE Iiw 10 VIF VERIFY IN FIELD a U. Z c BLADDER TYPE NTS NOT TO SCALE ` EXPANSION TANK HOT WATER TO SYSTEM VENT STACK � N J O SUPPORTED FROM CFH CUBIC FOOT PER HOUR j O BUILDING N STRUCTURE --FLASHING SLEEVE SF SQUARE FOOT _ _ . � I w (JOSAM#26450) LOW LIMIT OF WORK ` W I COLD WATER CO ^ ~Q U N 0 UNLESS NOTED OTHERWISE _ — LO INLET cw ROOFING SYSTEM Z 16 OZ COPPER FLASHING BY N w ROOFING CONTRACTOR V&C VALVE&CAP UNION(TYP) T — FM FORCE MAIN ` INSULATION Z (INV XX'-X") INVERT ELEVATION U °o o°o •O o ° °o o°o °O o • PRESSURE&TEMP E RELIEF VALVE ROOF SLAB FULL SIZE DRIP PIPE TO EL HOT ECTRIC WITHIN 6"OF FLOOR N WATER 120 GAL O HEATER X F N a rDRAINVALVE SLEEVE Co 0 0 6"AFF o FLOOR It 4 a U 6 w w NOTES: R WW�SuC deivan Engineering WEP1 HEIGHT OF VENT IN ACCORD W/LOCAL CODES&AS SPECIFIED The U amCaft.53 maiftS•SCeM Bolen,Massad°ue�s�it31107 ti 2 FOR MATERIALS-REFER TO SPECIFICATIONS anaM 61 sr�azzr awl�aB a Imseao � 1 ELECTRIC WATER HEATER DETAIL NTS 3 STACK THROUGH ROOF NTS 0 2' 4' 8. 0 a N z z` mo W oe E� >0 C O 0 W V ¢CC O 0LU o tO Q O 0 _ OL U V Z of U Q w %D WALL HYDRANT SCHEDULE SYMBOL MANUFACTURER MODEL# REMARKSflop ' Y Z WALL , .� TURN,POLISHED BRONZE,FREEZE PROOF WITH HYDRANT JR SMITH 5609QT PB �"4 INTEGRAL VACUUM BREAKER aA _ DRAINAGE FIXTURE SCHEDULE ' SYMBOL DESCRIPTION MANRERCTU MODEL# REMARKS FD-A FLOOR DRAIN JR SMITH 2108Y-A MECHANICAL ROOM W FD-B FLOOR DRAIN JR SMITH 2O05 SHOWERS O AD AREA DRAIN JR SMITH 2142-U CN AREAWAY,CAST IRON STRAINER,VANDAL � PROOF SCREWS = U %0 V HOT WATER HEATER SCHEDULE Z LU Z z � RECOVERYO STORAGE RATE ELECTRIC Z SYMBOL LOCATION MANUFACTURER MODEL# QUANTITY REMARKS Z (GAL) (GPH) Q� LL 90'F V (P HZ _^J CL C�CL LU J HWH-1 MECHANICAL ROOM AO SMITH M-2-120R6DS 1 119 21 208 3 60 4 5 KW DUAL ELEMENT.NON-SIMULTANEOUS OPERATION U Q to 0 PLUMBING FIXTURE SCHEDULE TRIM CONNECTIONS SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS O MANUFACTURER MODEL VENT WASTE WATER WATER VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" 1/2" _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 SEAT,SEE ARCHITECTURAL ELEVATIONS& 7— PLANS FOR TRIP LEVER LOCATION x O� VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, w _Nz (N P-1A WATER CLOSET KOHLER K-3998-0 - _ 3" 2" �2 - ELONGATED BOWL,TANK TYPE,KOHLER K-4636 O r-- SEAT,SEE ARCHITECTURAL ELEVATIONS& _ O r-- PLANS FOR TRIP LEVER LOCATION ^' - P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2-12" 1/2" 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" %2" %2 WHITE,PEDESTAL W/OVERFLOW.POLISHED N CHROME FAUCET W/POP UP DRAIN. ti a z WHITE,VITREOUS CHINA W/OVERFLOW,CHROME P-213 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 211 2 Y2 Y2 FAUCET W/POP-UP DRAIN. 0 UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, to 29Y2'x 15 3/4"x 7%"DEPTH,PROVIDE GE Q P-3 KITCHEN KOHLER K-3183 KOHLER K-10433-VS 2" 2" �2" ,v GFC325V 3/4'HP,120V,1 PHASE,60 HZ DISPOSER, fi SINK K-8813 CONTINUOUS FEED WITH DISHWASHER DRAIN co CONNECTION,SINGLE HANDLE KITCHEN FAUCET W/PULL DOWN HANDSPRAY R P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ - - - Y2, - Y4 TURN BRASS BALL VALVE,LOCATED BEHIND a 696-G1000MF REFRIGERATOR,WHITE FINISH SHEET METAL SAFE WASTE PAN 2"UPTURNED WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR E P-5 MACHINE VALVE SIOUX CHIEF OXBOX ONE _ _ 2�� 2" �2" y2' PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB g &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN w a CONNECTION&WATER HAMMER ARRESTORS. BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA K-TS102744- RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, 4 P-6 TUB KOHLER KOHLER CP 2" " y2' 1/2'2 w K-1150-0-LA K-304KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND SHOWERHEAD. R.W.Sullivan Engineering RITE TEMP SHOWER VALVE TRIM W/HANDLE, NEP FPEn rmtg.Code.Cow*O r ng g K-TS11076-4 ►msamC�sa�^s,sub�m x P-6A SHOWER - - KOHLER 2" 2" Y2' Y2' SHOWER ARM W/FLANGE AND SHOWERHEAD. B�,�ate eb02•r9.+1or o CD E-CP FLOOR DRAIN,SEE SCHEDULE. Prm 617 523 W ftwm%bw= e aws Jos a 1604s6.00 P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" Y2' Y2' UTILITY SINK FAUCET W/LEVER HANDLES 0 2 4' 8' a s 0 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'F'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 ne 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 01 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 0)g q 6. Water and Gas Valves or water. While any system is being tested,required head of pressure shall be c I"u Q �' a)Domestic cold and hot water piping. Controls. Each pump to have auto.mechanical float control stop-start maintained until all joints are inspected. o °o 0. 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 U _ c)Hangers,supports and sleeves. button b)All tests shall be witnessed by the local inspector having jurisdiction and the Z 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 fumished by this Subcontractor. h)Sanitary Waste and Vent Piping hangers and supports. Piping shall be supported to maintain i)Floor drains required grading and pitching of lines. 12. Water filtration 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. /� Q k)Testing of all systems b) Hangers for uncovered(uninsulated)copper piping shall be factory 13 DRAINAGE SPECIALTIES pp�� 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 v� m)Seismic plastic coated steel clevis hangers. Manager/General Contractor the exact information relative to the finished grades of of water. ` , . c 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 Zurn,Josam,or JR Smith Company. 1)If inspection or tests show defects,such defective work or material shall be q)Water service subcontractor. B. Wall Cleanouts replaced and inspection and tests shall be repeated.All repairs to piping shall be 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 � ���� 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 sleeves through floors. outlet,tapered threaded plug,adjustable nickel bronze top,J.R.Smith or approved and never less than 5 psi. Soil 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 the-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 f\ 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 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 CD CN 1) Pipe insulation-fiberglass. 1. General than 50 parts per million of available chlorine by this Subcontractor. The chlorinating O 1 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. all as-built conditions. 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 by the Owner's representative and performed by an ~Q 1-0 insulation. or as required by the installation conditions.Plumbing Owner approved chemical testing laboratory and results sent to the Architect or his () > 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 0 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 installation conditions. for approval prior to any work being performed. All work to be in accordance with the CL 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 Q_ Z 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 n di 8. Protection: this Subcontractor shall be responsible for his work and equipment supply-1"thick. 2) Adjustable grates flushing. UU di 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 �U 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 i 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 a 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 wail hung fixtures are secured to masonry walls or partitions,they system including,but not necessarily limited to,the following: z vapor barrier jackets,and they shall be drawn tight and securely sealed. shall be fastened wth 1/4"through bolts provided with nuts and washers at back.Bolt Os, 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 g N a) All piping shall be identified in accordance with ANSI and OSHA. be chromium plated brass. O 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 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 5 ^' m i 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 � 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. _ > N B. MATERIALS cellular glass or other approved material of the same thickness as and approval as specified for substitutions in Section"Quality Assurance"in this CY- 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: 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. E 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. O 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 00 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. z 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 enamel 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 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 2 rior to an NEP FP&gMe".00&.CmtmtWR s flanged)150 pounds,conforming to ASA Designation B16.3. Shall be used P y TMWam caw 53M 9-&b2M z 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. Bosbm maax%"021231107 a ftm 61'6Zi W wYwjm&rdit= b 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. alvsiase 16016600 scotch kote. 15 feet TDH. Pumps to have stainless steel shafts and cast iron impellers. u 2, 4, 8, ti a va•=r-a• � a W ul z z LU 02 E N > >O ¢ C P_ C W U K Z,O Q W O t 0 0 O N O C g a m U x a3i `v U z $ of U a /4"CW 3 U Y"CW&Y2'HW TO PEX MANIFOLD v , Q�--4"AREAWAY DRAIN TYPICAL Y"HW f PIPE TO FOUNDATION J,,.r_�iyy 2"W&V a ` AD DRAINAGE SYSTEM t--�CSW Y2"CW a_ � ��-` romp 175 2'Cw N Y2'CW&Y2'HW TO PEX MANIFOLD 2"W&V TYPICAL Y2"HW f q.,S 6—a or P-2 w G o--——— QQpQ (2V"HW V O t� ---�'.''--1.u-t - -YZ"CW (2W.,CW w Z z'V TVv� Q (6)Y2"CW (4)Y2'HW P-1A 3"S Q 3/4'G(60 CFH) I co C REFER TO BASEMENT a P-s a"RADON V O a" Z FLOOR PLAN O ON THIS 120 GAL ELECTRIC - S m O - HOT WATER HEATER CC DRAWING FOR HWH-1 \� __ no (2)Y2"CW SIMPLEX SEWAGE EJECTOR z G L Y2"HW SE-1 1'CW U- SEE DETAIL O J ADDITIONAL SCOPE OF J qW _ /4,G Y2"HW DOMESTIC WATER SERVICE REFER TO CIVIL -j WORK 60 CFH) Y2"CW Q Q p��p FP SERVICE DRAWINGS FOR U Q � �l l ®� � F i CONTINUATION w U Q 5 g I CW Q N Q 4" TO INDIVIDUAL FIXTURES 3 DOMESTIC WATER SERVICE UP TO ABOVE GRADE BY SITE CONTRACTOR —HW FP SERVICE L1„ 1" 1" (SHOWN FOR COORDINATION ONLY) TLW } 3"S HW PEX MANIFOLD J yyCW� TV O Y2'Cw 1"VALVED HW DROP 2"W 4"RADON 1"VALVED CW DROP Y2'HW Y2'CW ` 3 CW PEX MAINFOLD 4"S ^` q" Y2'CW /t 2"W U. Z (2)%"HW Y2'CW LLI O\ � N J O • N m ' m � L0 N o O N Z c: /4" � J 4 � H U m N O cy— O /a"CW co 0 v O O R O q" O o O O y � J � BASEMENT FLOOR PLAN .Af/ WALKOUT � BASEMEtAT F O( R PLAN s • s R.W.Sullivan Engineering NEa FPNnmr-9.Cb&.Wwi$*n mosdn2CWW 529MabSLSL eM eo*mMmm w%02inalm PtgnF.61'S23 B?I7 wawAmbm rom G F7—]RWSJOB# 1600M 0 2' 4' B' 0 a 0 a WD.D�LK i Z Z W 00 E$ W N y o U v . \ Q CWU oc Q) 0YCW Ot p� 0 O C U s m 'o U z 6 NOTE. ad U ON UNITS W/WALKOUT BASEMENT, Q WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,3'-5'ABOVE GRADE WH Y2'CW %4"CW y2"CW 7'W8V 71W8V y2'HW Y2"HW +S 7'V Y2"Cw � P-2B (2)2 V �f Y2'HW Y2"CWQ 7 W&V (2)2"V •�-2 V �� -- 7W 2"W Y"CW ————— "HW P-3 I y2'Cw Yz"CW • • HW 6— y2 • • Y2' pp�� 7 W&V -O Y CW 7'W8V P-6 Yz"CW CL •:�. • S Y2'Hw Y2"Hw � •• � , �-PROVIDE W 8 HW CONNECTIONS TO DISHWASHER BELOW COUNTER P-1 P-2B y2"G(25 CFH) y2'G CE o- G G —1ya'G(136 CFH) �-y2"G TO 075N � �'-0 FIREPLACE y2"G(25 CFH) 1"G(110 CFH) 1 yq'G(136 CFH) FIREPLACE + — *�, ' 1y4'G(246 CFH) 4" :Y4'G(60 CFH) 2�2'HW 7'W&T P-6A 7'V (2)Y2'CW FD-B c2 71W —7'V VI) Y2"HW pc.. s Y2"CW Y2'HW _ Y 4"S y Z "Cw �\ 7'W P-4 X„CW y2"CW 1 Y2 O tr---- tt • 'Hw —— T ril• 7'w8�v � IL N �2"V y2'HW Y2'HW (4)Y„Hw Y2"CW 71V cz w � (6)Y2"CW 7'LW P-7 LL O O 1-03Y4"G(60 CFH) LL---oY2'CW • 4„S Y2"HW O O - Y2'HW Y2'CW P-5 Y2'CW Z J 7'W c2 7, 71W&V 7'LWBT Y2"CW 7'LWBV - 31S (2)Y2"HW )—Y2"G(20 CFH) Z 21V Y2'G(20 CFH) CW 4"RADON Z 1 O (2)Y2"CW �� ILL. y2"CW \ N o U y2'HW DOMESTIC WATER METER 7-V W 4"S 4"RADON MINIMUM 12"AFF 3"S � � ui y2'HW ,,,,,, 9•f •• Y2,CW ••• •• W/SHUTOFF VALVE Y2,HW 4'RADON N Q rL"�=� 7'LW 1 �••• N ••• 2"VT .b y2'HW t. -START OF PLUMBING WORK 2 W8`V • Y"CW-�►• a N 0 7'W&T 21W �' • • 2 • • P-6 Y2'CW Y2'G(25 CFH) 2"V t�--- P-1 Y2 3'S P-6 Y2"HW P-2A DOMESTIC WATER SERVICE DOWN TO 21W G r I BELOW GRADE BY SITE CONTRACTOR 7 V P-2 71V 7'V b Y2'CW P-1A 7'V—• 3"S G 1y2'G(351 CFH) Y2"HW 3"S • P-1A yyCW GAS DROP&VALVE� r1V Y2'CW • _NL BY PLUMBER -START OF PLUMBER'S WORK Y"CW O %4'G(60 CFH) '-4'G(60 CFH) Y"HW � GAS METER ASSEMBLY • 7'W&V BY GAS COMPANY • P-2 Y2'CW y2 "G(25 CFH) Y 2"W \,GAS SERVICE UP FROM • W Y"HW BELOW GRADE BY GAS o U. Z COMPANY ? � � PLUMBING CONTRACTOR TO > J Q N "Hw PROVIDE INSULATION ALL 2 7 W8v PIPING IN UNHEATED GARAGE O r- 1 PLUMBING SUBCONTRACTOR \� Y2 CW TO COORDINATE W/G C TO ` `1 co MAKE ALL NECESSARY Y,"G TO E PROVISIONS TO PROTECT _ Lo FIREPLACE PIPING FROM FREEZING >1N 0 Q) N E � U A C z v, 4 O O O wCw� co•-�wH o G w O O O 4 a F i R>T FLOOR' PLAN � • m R.W.Sullivan Engineering Q NEP FP Engnmirg.Cade.CamiisOw" The Sdua111 Center 62g Itch S.Sue 203 Boston,mamadtot 021&1107 ti Ptgna:.61 523 w www^%%n.oem RWS JOB d 16046800 S 0 2' 4' 8' C 4 8 4 e a h ZZW duo Eo N > >004 0 U P H H Q Ed in W U C p o p o O v �a m V z $ U Q ______--__---_-_------_ ;alz v �-—�— 1 I -----------.-7'V O. Z � o- ®� I I I 71v ---------- -------------� 3 I LL. � I o ----� 71V O Z N 3"V PIPING RUN—y IN ATTIC SPACE I ,n a O *10 m 0 I 0 !1 j Z� `L � I 0 CL ILL. (3)2'v�r U w J Lii �-� w (< 4"VTR— 4 RADON j Q I—— 4"RADON — THROUGH ROOF I . 3"—T (2)2.v I z WV PIPING RUN~I IN ATTIC SPACE L --� 71V ^` /1 . Z LU ` N 0 0 • t N m m L10 N I— o� O N E v _-•---_- --- -_._._ _-_- -- - - W 4 K W 2a cJC F PLAN R.W.Sullivan Engineering NEP FP Engneehg.Cade.CamMssbrig The Sdnm Ca+t 529 Man S.Sara 2M 8osbn.Maaadisads 02129.11tn o Pees(61',52-W wwrmbamm RWS JOB C 160166.00 s S 0 2' 4' 8' E 0 4 e K%CoI 10 V. KIN F1 V PM NT 149 NOW Ira 73) ilA P,1,7 . 1V WIIIFtMMOiH JWATER SUPPLY 11 8 R O S E LAN E U N I T E-3 _ �:s3 its RYE BROOK9 NY8 RESID PSI:- 40 PS IT FLOW 11050 2YL- am PC Will A WMW FLOW Coay.11 IM film in its. 21191A16 BY%.0 VM COAT _j 114 we P CLLETER"C'-21 LAMA LRE 115 CLLM 11 -15 Kr)(LAIk M IMM VX OW 113 0 FW V=0(M.) CLUSTER 7--7 i0EYM11 LANE AS 714 iW-RKWMY po I I! FWC RR LIN-W A 9,.2 CLUSTER HOMCKLE LAW NFPA-13D GENERAL NOTES WOOD SCRL-11 Pie I lr2-, CUM'IT 4 PHROSE LkE Z S OP CLUSTER*P Akv LAE 10 SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) MT r WSW=wil- CLUSU'Ll., 77 JUNE M Val(er MM! P z IIIII)EPOM 07LUTER 18 311SIK LANE (W am) < WMER 19 Aftf LANE 9-.RINKLEF SYSFEM IS ANYDRAULiCALY CALCLALATED WET F-STEM fig PIPNC HAS SM SIM USING A LIGNT HAZARD DENSITY OF M GPM OVER MOST REMOTE 2 SPMKLVRS (PIPE'l." 16' 117 lumak-14 iak LX IN A COM ARTIEW USWC RESIDENIIAL SPQ:INlI W_QS. k, __ r =- TEP, 10 JkW LANt- J MAXIMUM SPRINKLER HEAD SPACING-32A rq k 1111M COURT 111A 112. SYS11M OLSIM PER N F.P.A Lr 30(20W EDITIOW OFFSET IL Aga 04 oil 0 f2 12 2 PIPE MATERIALS 15 P 13 ALL PIPE AND FITTINGS Aft 9LAaXASTEA CVVC. W0CCSCREVf*l6xlIr7--1"""' WOOD TRUSS OF III-EAM 17 03 CONTRACT INFORMATION WOOL'TRUSS OR 8FAV- #5 0119K Ir Doug= WORK UNDER THIS CONTRACT CONSISTS Or THE roLtoom DESIGN AND INSTALL A W-VAINC SPRINRER SYSTEM PEP N F.P,A-13D 2010 EDITION OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL OTC JE -DRWT STOOPING SHALL BE PRCVM BY YK 011111ER IN ACCORDANCE"TW IBC.2003 EDITION. MrS N.r's -BATHROOLILS LOS TKN%55 MFT SHALL BE MA COMPLIANCE VATS.THE KOUJIMMOITS OF NFPA-I.V 8.6.2 &L BATHROOMS ARE NONCMWSTIBLE SI ROCK NTH A 30 LAN THERMAL BATE U it OR To MV 7SKM -CLOSETS LESS THM 24 SC FT SHAI,Or si COMPLIANCE NTH THE REQUIREMENTS OF NFPA-13D 8.63 F9 SUKE u's W&Y Lm CLOSETS ARE CONSTRUCTED Or NONCOMBLOMBLE SHEET ROCY NIP A 30 WtX r-CRMAL BARRIER 99 1'1111189M IRS 1110 CM*=To 1W W W SITE PLAN_�Z R�i a%:3 PROVIDED ON ALL BALCONIES AND PATIOS OF DWELLING-EXTERIOR ve vow mom W QWfi am ZK 0011TROL I=WNW W If-1W.(fff fffflt� Elm 16' WE WE TIF RDII WDI to VIEW 9a&I'7131"IN WIA LUTE IN ACCORDANCE NTH 1K SC 2003 EDITM.SECTION 903.3.11-L! r < N.r.S ze I Wit r 01 WW M CM om-/ -ATTICS ARE NO'USEC FOP STORAGE AND 00 NOT CONrAR4 ANY FUEL FIREO EQUIPMENT WA1K_-IN 0 'A"i W YoUr MM'M*SOM UVOL WDE 7WT MM A XfffK EWD SW CL 3%9' L X MM 0XM RMW NO TES TO THE OWNER 1?0 5) PER NFPA 9 6.9'MAINTENANCE 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM EM FINISHED 6-4 X AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION BASEMENT LW L__ : 1 1, M . : \_r AM WIV. MW Ow man emy IM 6.9 2 SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED,AND MAINTAINED IN ACCORDANCE -5_2 TIM RM MR T%KVIS%V C"k WMk tW9!SM WITH NFPA 25.STANDARD FOR THE.INSPFC'nON.TESTING.AND MAINTFNA*4CF OF 711[6-630 WATER-BASED FIRE PROTECTION SYSTEMS. t�I BASEMENT FLOOR 0 0 A 6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE ELEV 0-0' OWNER OR MANAGER,WHO SHOUX UNDERSTAND THE SPRINKLER SYSTEM OPERATION. t f 2 31' FOR FURTHER INFORMATION.SEE NFPA 25.STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS F P4 lir ADDITIONALLY 3�31-j-1 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO 1 Rti 1jr., 0!27.1 _�P!ir la,_,; lir-- PREVENT THE%IET SYSTEM FROM FREEZING UP SPRINKLER S M rEM RISER DETAIL 2)YOU SHALL INFORM TENANTS OF PROPER CART NECESSARY TO MAFNTA N N.7.S. THE SYSTEM BATH 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY. I I,-,, THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY (D S 9W-9,ACLr 00 W,REWK FW 11:11NOUR FKXCiMX PEP,NFPA 11).SEM Et.5 k---------- STAIR P90 0 ELK r .0 C 8-6 PANEL lie tMEOUX FR saw tw LK if 803 7-t Itic we DQMK(fff mus) --n WIVE REMMK NDRMM 19 n 0 8-6 CONTROL VALVE AND AU UN[KRMNV PI11K MEWL.Sprutu, I L= w; ISS By OTHERS. MA,`9 FIRE PROTECTION'S CONTRACT PERsMIT# I i Y-b-I BEGINS AT 2"IF-9 SERVUE WATER LINE LEFT 943DE MASTER MASTER UNFINISHED L-f HE sew vu Smy IN IF a(w rM.Co" TIE BASEMENT. NEXC VATE BATH BEDROOM UTILITY _A8 ON r GRADE a�_O- 7 SECOND FLOOR UNEXCAVATED AlpI; I ELEV 19'-U' _7 DATE APPROV D n 17 lie, lie 7 zM mom%A0111I MEBU O[0K nm Away Im M WWK M\am PRwlr"am(T),\ %r WMY WtWS IMT WO A IMk U"9=115 "M too 91111101 R Or VaUt WX 7241'MIE OOM ZK MM FM W§U M IV vow WM 70 sm RMRQ%1k W Mao A BUILDING IN PE illage of Rye Brook,NY LIVING KITCHEN WE M(W SBKK OW ffMK MM I'IM/M*YXIE ROOM IX, FIRST FLOOR ELEV. 9 6 *ff 45MUL cmun PEMN"Wo trip.) L 6 FINISHED WALK-IN BASEMENT CL ivjvff FWL ff 0 It:0�? cc ju BASEMENT FLOOD FIRE PROTECTION PUN. BUILDING DING SEC TION A A AUG 7 ZO17 0 SCALE.•t4"=IV" SCALE-114'=IV" 10 nA VIL GE OF RYE 8130r)K sl oNP Pit w R - 1.AD 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 LEGEND SPRINKLER HEAD LEGEND DRAWING TITLE.BASEMENT FLOOR FIRE PROTECTION PLAN JOB I VORNATIW%-j I L_L11 I I V L and installation by the sprinkler contractor. SYMBOL DESCRIPTION SYIWIBOIL� _W%WWXMNX DESCRIPTION PROJECT:KINGFIELD DEVEL_G_P_MTRr_____________. Cq-Head Cabinet,spare heads and head wrench per NFPA 13 PpRIEdWWW AM KWdil-MftSk V?-F.XzQ @*9 D-E-Gle SK 4 WM REVISIONS: 1 DATE! ADDRESS;INTERNATIONAL DRIVE 2.All dimensions shown are:end to end -Provisions for flushing connectiotts and draining of all Ope CONTRACT*:0000 EIMION ULM TOP ef STM REVISION 17126/17' CITY:RYE BROOK STATE:NY ZIP.10573 3.High temperature heads are to be field Installed where required -inspectors test connection Shall W Provided for each system Ea-41 ELRATChArAFIGUROM 0•t. CLIENT.,THE WARJAM GROUP PHONE:(914)761-2503 LA. 4.All pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs I CONSTRUCTION:WOOD 1 (M 20-0) SRAI0h0FI0POFSIEa LTD. 5.Gridded wet systems shall provide a relief valve per NFPA 13. 0 I�X_r 6.All new piping is to be hydrostatically tested at not less than 200psi It is ft building maws responsibility to provide adequate heat for all areas in the (93) -4. FIVJWT',FESIVIOMMV0011-MIlliksoeviLpme.lX1*',.X=4A@II5MeM,SftFRW ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 for 2 hours,or at 50psi in excess cf the maximum pressure, bullding protected by a wet type sprinWir system and for all water filled supply pipe,valves Co"It"GEWRATEDWIM0 OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. SYSTEM TYPE:WET P:860-632-SO53 F:860-632-8054 7.A quick opening device is required when dry system volum, exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air DATE:0=710 17 FIRE SPRINKLER CONTRACTOR CONTACT CL 15MMONVELE nM1LFIrqMWiM0RVKWff5PR1AK 7WI X-I1§I',5MMFSft ITM MH%WMFMk WWW.MACKFIRE.COM I DESIGNER:CHITIN JUDD PHONE:(860)399-11121 500 gallons per NFPA 13. coirpressor or plant air system specillically approved for and capable of automatically A I CT:FI-40291 MA:SC-120494 111:000347 S'r PORT CHESTER -MAIL:CHRIS@MACKFIRE.COM V 8 NFPA 130 apply as required. maintaining the required air pressure :IAHJ'.FFICRIRETMARSHAL EMAIL: LICENSES: -54 #01 1 PKUMAMMEEMoThm TaTAL Ties SWEET. 19 TOTAL TNLs Joe: I KIN F1 V PM NT 8 ROSE LANE - UNIT B RYE B R O O K91 N Yu HYDRAULIC Ill?SIGN CALC AREA 9 FIRST FLOOR KITCHEN `I HYDRAULIC DESIGN CRITERIA I Density .05 Spacing VARIES i 1c Factor a.s I; WD.DECK OR hose Allowance i' BLUESTONE i I This SYsterr is Designed to Discharge }+ PAVER + ' at a Rate of .05 GPM per s:ft ; + of Floor Area Over a Remote Arec of 2 Sprinklers when Supplied with Water L I at the Rate of 26.3 CPA!of 33 PSI( '• I at the IF OBCIWU ME T + ' I r" ------ - -- ,, samara Exit t+saAatul HU N PM V0 G97Qtt IR } 1114AD A 7+�I 4iii¢iR 1t{IiD YIS E 611�6t9ER[iiC FIAI��FA Pi4 t j ( �I ✓'•E � f ( ! 1 ; IMAM so%I KAI FM TK mw ' 1 „{•• I i J ., r. I , f nw rr , 1}?I ( 1_tQ / t• i ' V 1 A ` G19i1. WEI. JMI IQAMC lI1PLRAlid \ � I( �nA#r t Q°,•j ZIT t j E ._5 to 0 j ,/R"y /i ,flQI+S 9E W.NC SFkNCfR !!F /�/ ` ��Gp `52 34 \ (Ss _ 41F }-RUK PIR XX THE SM OF iif BOT'l)6+ � HYDRAULIC DFSiGN tt 9^� CHN G'X ROOF Ti1{A) CAL.c ARPA a, 9'-a ; , I +� i ' ` i a d/`� `' J ; MSECO eFLOOR i ( } LIVING -- �• /KiTCHE1v ( `�/ I��� MASTER : t• J �c>< JE AS*rEkDFLOOR }i ; ROOM z-o 1 i I P\ W�_O: } t 1 BATH +'Ih F� ( v' , I i ��• i %:� u ; i✓' ! if�(Wt& ' I r� / HYDRAULIC DESIGN CRITERIA o oD OliG ! ' � � ��� MASTER 0,* �` Density .05 l ' t� �1�9CI'AY1 CONC17tn1 PB,UBIt�(6tlr`P ! `fry I 3£DROOM V. Spacing VARIES ! _ o a.z 1 2-I ✓ K Factor 4.9 c-,t. f 4c s-0 ( ( FI �«t o-u I ✓; } Hose Afiowance IN 1's 7-1 �+ ,• / � � tt � � �i i 1 �`�.•� � � f, i �A. 1 /NSULA T/ON DETAIL FO SPR/NKL ER / mi�System Is Designed M Discharge rsc;ft UP TC s at a Rote of 05 GPM per sc ft so, � s' 1 , 6. 0 or 4 i ' N� Rn tb 9'- I i i of Floor Area Over c Remote Area of { }- tff' n o i PA E ; \� 1, ' >•t��' j 1/! 2 Sprinklers when.Supplied with Water /N OR ADJACENT TO UNHEA TED S C S ' of 26.3(;PM et 39.6 PS; /✓// ' ( \ a,the Rate ---.._G _—. j I UP + ''� , i !, N.T.S. '. , ' I / , �' of the rF p�?EIIBGE r1Gp. 5-6 rn in i +'?i 1 I 'S• PJTY e' O ` LA NDRYII ' ' r �1i SLOPECSTAIR j T,�,t --- Flax FIB soffit wtF�ma �' nl DINING ;• (,� YI ^-_-� ` -_-a fm ff Ei w FDA W ot+,-�: � ` !F, V� LL-IN } STAIR � I F:Ion ROOM 7,r i }11P ! 2 Ca1;T�%1)[llnh oppit,10910 Scot ! \� ` ' 1 v ( ( ( i (�• ' i 94 M Tiff 1W9 RUN slaw WI 2- }LARE'.1v i \ 1 L �' HALL= Y 100Ft3iOlAQ A1�SEINII WFR Ifii 18 { t� }' IKL}F�11 EQD91R[f!n aRr16 r•�.q I FD� (t_tC 9'-0'MUDROOM �: \ i, : f ,Y ``rI+I !`•'} Ili .T ``9 `-HEYtt em ' ) 41 + u I {� s•,cam-- e i Q-o. ��( E•e j �D 1 u l I I r-1 `op i Q� _ ' (� BATH llldddJ �~ !� •-1 t .4�• •� I 1 (�- ,��, I `J� rt I�� NCI„ -_-_tr _ - 0-8 CED 11. j St t j I a'-7' ,. FOYER i I r •I 4T',: 1tC 9-0• �Jc \�/' I 4-a• - •,�• �' iV ' M ME XW!HE 21 1r THE H(11TOM BEDROOM#f 3 OiORO OL Tt$RV MW DENC. t• ; I _ +(o�� LJ CL I �r t - - ----------•- s SLOP_ 9-0• a ��(; -�;• ;I C(+. BEDROOM 4,2 i; UNIT"BL" UNIT IM" NC:T- - I Of NEtV t, ALL ySIOEWAIs SFi?EfIKLERS Oil THE SECOND FLOOR_`"HE LC'CATED V 0'-7'FELCth TFE C vc.i � FG�GE��A O !• ,Q W FIRST FLOOR FIRE PRO TECTiONPLAN SECOND FLOOR FiRE PROTECTION PLAN SCALE.•1/4"=IV" SCALE;1/4"=1'-0" �QgoFESStONp4 1.Ali locations are to be field measured SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION --- -- pipe prior to fatxrcattor. Whether or not indicated on the drawings the following items are to be provided: ( SY►TBOL DESCRIPTION SYMBOL OESCRIanaN DRAWING TITLE:FIRST&SECOND FLOOR FIRE PROTECTION PLAN PROJECT:KINGFIELD DEVELOPMENT and atstatation by ills sprinkler contactor. Head Cabinet.Spare heads and tread wrench per NFPA 13 KtDRAIIUCFtxxT — pr1YPIFT,{C{cl:�SDFrTNLC�CEAtfpPtlTSPf94Q�t L7lEP•K 1.Af:1>�aEg"l INA1216 REVISIONS:-__- 1 DATE ADDRESS:INTERNATIONAL DRIVE 2.All dimensions shown are:end to end -Provisions for flushmg connections and draining of all pipe � ; '�EVArcwBEtavRgaFngt CONT'RACT#t DODO GENERAL REVISION /261'T 7 CITY:RYE BROOK STATE:NY 21P:T 0573 3.High temperature heads are to be field installed where required. Inspectors test connection shall be provided far each system t..: ;I3P,AI,DMABthEFEASIIFpt�OO� 1D• TEWtBlESS3f'GteDCF ©vEl�vrsaaaa u"faP:.K-ie.CM MJR*11 CLIENT THE WARJAM GRQUP PHDNE:19141761•Z5Q r a 4.All pipes and hangers are to be Installed per NFPA 13 -Hydraulic identification plates 8 NFPA 13 required signs tt' nos n-°t aEUTottarro00FS$ DonsTRulnoN:WOOD LTD, - - ■ ■ 5.Gridded wet systems shall provide a relief valve per NFPA 13 f O ;CIARGiEiCiT1 i gtlp�Ft aEste'RE�Hltut►i oraKSDEw�ttsalt+e�6ty'KaT.taa@Rsui EEsa.�t+ATxt: ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 6.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responslblily to provide adequate treat for art areas in the ( 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 N 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! OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:1 D573 /-jj- FVEl Up when it*maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. -- •--�---•----•--------- •—C-1 %UW'FIFl:Ssal%KP_E"SE►pITWALs1It19R EK'1..*T.r7U.@tToWOELW4RAUB SYSTEM TYPE:WET— — P:860.59 Z•SO53 F:860.632.8054 a 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained an all dry type systems by an approved automatic air '•�/"�- PPETUMO + DATE:0 312 712 0 1 7 FIRE SPRINKLER CONTRACTOR CONTACT www.MACKFIRE.COM 500 gallons per NFPA 13. compressor or plant airs ten specifically PG£RWINWE 1 :rno'tft'RFs4�Irtutoa+Fe�EKiSFantaElil'F�I.AaS @t7iDEG�F.97t ttT,wl3f rKTFINMTE N g p system spear y approved for and capable of automatically DESIGNER:CHRIS JUDO PHONE:(860)398.502 8 NFPA 130 a asr wired malntaire the wired air 31 W;GRW0CoX`LAMant1YR;5 ` _ _ — AHJ:PORT CHESTER E-MAIL:CHRiS MACKFIRE.CDM LICENSES: CT:F1.40291 MA:SC•120494 R1:000347 PPlY required n9 rag p►ensure• __7Tv-'—is Jo FIRE MARSHAL 1� �101 �tlnRAhatlrEL1ET1CGiAfr< TOTAL TN19 StrEE't:•35 �ToTAt THIS JOB:•liar FIELDWORK COMPLETED. November 1, 2018 Legend Underground structures, if any exist, ore not shown hereon, except as noted. The location of underground AC— Air Conditioning Unit improvements or encroachments are not always known ©— Sewer Cleanout FILED MAP REFERENCE: CR W— Concrete Retaining Wall and often must be estimated. If underground improvements, easements, or encroachments exist and Subdivision Mop of "Kingfield" F.M. No. 29210 ® — Curb Stop Water Service ore neither visible during normal field survey operations g 0 — Electric Manhole filed August JO, 2018 ®— Electric Box nor described in instruments provided to this surveyor, — Gas Vol ve they may not be shown on this map and ore not Subject Lot:J7 — Li h t Pole certified. �" 9 Known as 8 Rose Lane o— Telecommunication Box This property may be affected by instruments which Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.129 ®— Transformer Pad hove not been provided to this surveyor. Users of this O— Water Volve map should verify title with their attorney or a qualified -- Hydrant title examiner. Only copies from the original of this survey marked with the surveyor's embossed seal ore genuine, true and correct copies of the surveyor's original work and ., opinion. A copy of this document without o proper 38 application of the surveyors embossed seol should be ~`N47"18'51 E assumed to be on unauthorized copy. ....� -..� 85.0030 C L ... _..4� .. �7 Unlit I Fence w Shed ❑QAC O • ' ,, �...o.._..�„...�.... Z N s�. NOV 2 1 2018 ,�''�""°`�M, tea.�3�'"a'�a�;-�, �� �� rti. G", C^1 C� ��' � Pavers L ---.--- O ., `a ;t 4 j 1 Drive =� 4. VILLAGE OF RYE BROOK D4 ♦b 0 N ��.� BUILDING DEPARTMENT bul r LO Frome BuIlding a 37a CD CX Ka CD �- To date, no Title Report or Abstract of Title has been (b provided. This survey is subject to o current, up to IIiiiiiiiiiiiiiiiiiiiiiillillillillillillilliiiiimv CD dote Title .Re ort ° / P cl / Porch co 0 W Roof ,yD Property corner monuments were not placed as port of �0 CRW \ this survey. 00 w/Fence g 5,0 0' ano v - This mopmo not be used in connection with a S390 353 1 5')w A s Built U/'VF:,y Survey Affidavit or similar document, statement or mechanism to obtain title insurance for any subsequent 8 Rose Lane or future grantees. Unit 3 7 Unauthorized alteration or addition to a survey mop bearing a Licensed Land Surveyor's seal is a violation of Section 7209, sub—division 2, of the New York State Prepared for Education Low. A rea - 4,6949 Sq. Ft. According to NYSAPLS policy adopted January 23, 1993, u the alteration of survey maps by anyone other than the Situate %n Me original preporer is misleading, confusing and not in 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 N S T E Scale r = 20' Date: November 8y 2018 - ENGINEERING, SURVEYING & GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. 0' 20' 40' 3 Gorre t t Pl oce • Corm el, New York 10512 JEFFREY B. DeROSA, LS Phone (845) 225-9690 G Fox (845) 225-9717 New York State License No. 050749 www.ins%te—eng.com C 2018 In si to Engineering,eerin Surveying & L on dsco e Architecture P.C. All Rights is Reserved. (IN FEET) 1622 7.200 9 9' Y 9 �° 9 - Lot 37.dw 1 �n ch — 20 ft. Lot Ma s p � 9