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BP17-024
PERMIT # �� / �_�✓�� DATE: � � � EXP: � I D i SECTION % o� `� • �� ,_BLOCK � LO�T,/�� � o•? � 1 ' TYPE OF WORK � /� �UUt�'/�/I% li.-��11/ /r � ��YI /J/�� (�sf'��� JOB LOCACTIO�N � ��® �� L �--� � AS-BUILTIFINAL SURVEY OWNER_uC � �� _ �l"7 YClCJ � �Q. i� �`S � � ��; I � - � ,�I REQUIRED PRIOR TO '�jel�I Ve� CONTRACTOR I� � C�C.,C. J� �`-f - ���� FINAL INSPECTION � I'15'iQj EST. COST � � "y a ''� FEE l � � � � �'� VCO # �1 FEE DATE I ,� TCO# FEE DATE. ___ __ FINISHED BASEMENT NOT APPROVED FOR USE AS A J Q SEPARATE APARTMENT OR ✓CQ.# p�p'�� 1 �l FEE /' � � �,97� � � � ��� DWELLING UNIT n FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION / PLUMBING (�' RGH PLUMBING GAS (�' SPRINKLER DATE �M\ � �.p �` l ,�, �.� � Z� t1 �1� 1 A, �r �``, R/ I �Q q-� Le�� �a1��v�a ELECTRIC � � �� VU�S �-r � � � (�-� LOW -VOLT � ._ - `� ��+ ALARM � � - C► � � U� I�t.i �,."' � 1 1 AS BUILT ���. ��� � ��`� FINAL / �� � QY �a"` � U�,� F•♦ YAG C� I�-C�B�� %����.I CCY�'I�o � .. C G � I 1 13 m� �� L� was ��� . I�i`- ��� VILLAGE of RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 22-171 Certificate of Occupancy This is to certify that SC q)(C 13YDC) k Pa�frVoe�s L LC Of, 8y-w k having duly filed an application on DC,Dber 5, 20 requesting a Certificate of Occupancy for the premises known as, An,< Zee , Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: •1-Q5 Block: / Lot: 1p(13, and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. / 7-QC� , issued 92 (, 20 )7, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,Use: 9-6 / / - F / l Construction: .A for the following purposes: C� �� ' i / /1 -a, dwellles a ` l m � Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR 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 sball be made nor shall the building be moved from one location to another until a permit to accomplish such change has bf e med from the Ming Inspector. NOV - 3 2022 Building Inspector,Village of Rye Brook: y Date: 0A Q 4 ,ti145 tiL�U�Y V �[40 t W Q �L��4'vyJ . 19 W" an,nivrew a W 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 November 3,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 2 Rose Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.123 This document certifies that the work done under Mechanical Permit #17-088 issued on 8/4/2017 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, I Michael J. Izzo Building&Fire Inspector /to dye � AA L + � ��w wy; ` 01A annivvoaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ry ebrook.org TRUSTEES BUILDING & FIRE INSPECTOR Susan R Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE November 3,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Res 2 Rose Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.123 Mechanical Permit#17-097 issued on 8/9/2017 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to [-P= � OCTrLI - 2022 R` For office use onh•: BUILD EP IZT,"ENT PERMIT#R /7-0,--"J VILLAGE OF RYE BROOK VILI t OF RYE t'AlK ISSUED: �—/C /7 BUILDING DEPARTMENT 8 KING STREEt)At BR At YORK 10573 DATE:ia-s-c (914)93 939-5801 FEE: 0600-- PAIDIR ' Oro -ry�- 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 •1111111111�III/IglN�ffNMflff111��1�11�1/IHIIfflltlfflflNf111�1111fff1111........1•........ fllffffHffflffffflff►fMf1 Address: Z OC4,4�- L P�r,3k I?qk awe- Ny Id!S73 (,t,fjl—I 3� Occupancy/Use: 04 S Parcel ID#: 1 Z,�J 2-5 - I ' I , Z3 Zone: Owner: SL 2Nl[ �)e(iGYL PAe'lN�C2_S �I.0 Ad ess��U h� t ` ' SIlt3,15WI)r*_PdA/a2 P4 P.E./R.A.or Contractor: Sk►� 1'`.6 DICVl�l OP/Ylk�l A`resswM 5 I ul�per�� ti7 Person in responsible charge: lV I LLf Hh1 V Iq F(L.-. Ad Tess V Tlt 6 RAI �y Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of Certificate of Occupancy/Certificate of Compliance for the structure/constnictioii/alteration herein mentioned in accordance with lair-: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: 0144 L— being dulysworn.deposes and says that he/she resides at (Print Namc of Applicant 1 IN',.and Street i in .S I pity,ro e-D in the County of" V A I I It L D in the Statc of�_.that (Cityrromil Villagc) 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 gratis was:S for the construction or alteration of: Pf—I A t`_N t(j) S 1►J h Ll( !/A!1'l l L 4 ?P)e11 A (-- t/l N lS�k n gP6�uN 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/11er knowledge and belief,the structure!work has been erected/completed in accordance with die approved plans and any anicndments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful foranowner 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 m per §250-1 O.A.of the Code of the Village of Rye Brook. Swom to before me this 2q Sworn to before me this 'l day of ju 19 , 20� day of y—FiLla 2021_�_ SignalureufProper(y ner signature of Applicant 1,�,I U,I AIY� 111��G1�t I rVN<t55 �V I LL I►�hh�l /Z I�� L_-- Print Name of Property Owner Print vnc of Applicant Votan Public 4ryblic — TRISHA/MARTINEZ TRISHA ARTINEZ NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 No.01 MA6331843 Qualified in Dutchess County Qualified in Dutchess County My Commission Expires 10-19-2023 MY Commission Expires 10-19-2023 D E DI1��' For office u e oniv: NOV 2 2 2021 3DBUILDING:D PQR ZMENT PEEtIvtIT# --0o>y VILLAGE OF RYE B1ROOK ISSUED:o7—I O-' 7 VILLAGE OF RYE BROOK9t KING STREET',,RYE BROOK,IVEt1i YORK 10573 DATE: /- a-a/ BUILDING DEPARTMENT (914)93� 0 (Y 939-5801 FEE' /�J/I/ j l�AtDB 0 0 8 co-- 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 •asrsaarsarwssesrrsrgrsrsrrrsusarsr srra►srsssr psrararsssarsasisaspaarru•ssursrparrrsrssssrusrsrsrssrarssrssrsreras• Address: Z CP�-k_ LArQlt I?0 agWe_ NV IM73 — l LtJI-r 3� Occupancy/Use: Parcel ID#: 1 L 1.25 — I - 1 2.3 Zone: Owner: SL VN4 BELLY-. PAe'rN4nl?� . LLB Ad essw 'I ' ST1t31�WN rizt���t/I�7 Ny P.E./R.A.or Contractor: AC ess W* 1 I IAOR_PtrW/t-y)� Person in responsible charge: IlJ!LL!i�tYl Q 1/L N L-� Ad fens ' Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: w I L L.I O W 010-1,-- being duly sworn,deposes and says that he/she resides at (Print Name of Applicant) (No.and Street) in s I rn► P e_D ,in the County of It I-D in the State ofOf,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 gratis was:S 9 for the construction or alteration of: A-TII A t`_14 10 S 11-]I h Lk Gr(rY1 I L 4 I L,UIo J 1 L.A W ) ?Aev A L-- IGI N ISNk� �ILY)1u1J'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 structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-1 O.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this r 1"/ day of ju I , 20.,;? day of J , 20S2)_ Signature ofPrope ner Signature of Applicant 1ti I U,I Ark 1'YI AV I N1-N�SS 4U I LL I anyl 121 0 l-- Print amwcoPropertyOwncr Print me of Applicant �a Notary Public ry Public TRISHA MARTINEZ TRISHA ARTINEZ NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 No.01 MA6331843 Qualified in Dutchess County Qualified in Dutchess County My Commission Expires 10-19-2023 My Commission Expires 10-19-2023 D F�3R For office use only:BUILD)E, llLR MENT PERMIT# / — y VIL OF RYE K ISSUED: a /0 l NOV 15 2018 9 8 KING STREE YF.BROOK, YORK 10573 DATE: / /5 �7 _ 939-5801 FEE:(914)9 PAID VILLAGE OF RYE BROOK o o r BUILDING QEPARPI ENT , _ 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 #4###k##########4t###t##tt##k#tit#ttrt#ktrtrtrtrttrtrtrtrtrtrt►rtkrtirtk##4kk###krtrt#k#kk###t#rt####k###k##k#k#####k##k#k###kkrttkkttt#trt#rtrtkrt Address: Z 2OSE L-P,"C 1 2y g2yD(� i r�Y I OS?? — bt 1J r 34 Occupancy/Use: 2$5 Parcel ID#: 12� Z5 1 —1 • 1 Z3 Zone: ? t e- M �- Owner: SC 1z41? 5"04 Pali 1S :4S( LL4 Cd�W orM�¢G-��I tOI.1F�L- �Q ,S )I ite ft "W',N� KP P.E./R.A.or Contractor: _<SKP r46 1)fc V l�L-DPM?W( CO Addre S. 5 1tJ� 1Ot�L-W ,` E 114,Q�( 2DD1Ct 1`Sy C/a ;OK Person in responsible charge: W I tot I P" Z 1,9 N L Address: 5 1 OX0+ *1'101- Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: w 1 L.L►W (Z W�N L_ being duly sworn,deposes and says that he/she resides at 1 "'O L-E 1406c, (Print Name of Applicant) (No.and Street) in ILJ:� V&PO L -,in the County of IJP 5_1C f SST in the State of 0 I that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ &tq 1 14 0 0 D for the construction or alteration of �� 1�e D SlltA h L-E 6" I +.4 'TJ"L.L lrJh WITH 1?fr 4TI Pr L, Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-1 O.A.of the Code of the Village of Rye Brook. Sworn to before me this_�lc�) Sworn to before me this day of Ikl�(PM&—C— , 2018 day of I 1V�V2mbe , 20 15 Signature Vf Pro Owner Signature of Applicant y�I I I.lrl PcM nn 6t,I h11�1 G5S w l u,t�M 21 15N L, Pr Name of Property Owner Pri Name of Applicant A C-19--1 _ _ )Alvm4_�2 aj yj Notary Public Notary Public TRISHA ARTINEZ TRISHA MAR INEZ NOTARY PUBLIC-S ATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK 8/8/18 No. O1 MA6331843 No. O1 MA6331843 Qualified in Dutchess County Qualified in Dutchess County My Commission Expires October 19. 2019 My Commission Expires October 19. 2019 4E BRXk. cu � BUILDING DEPARTMENT UILDING 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 : * � 5� DATE: ( l Z2 PERMIT# 1 2 ISSUED: 2— t-9 t SECT: 0 BLOCK: LOT: f� l�A — �N LOCATION: E�—P `��''—► �1 �z�""�� 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 ❑ ROSS CONNECTION FINAL OTHER BRC�v4' . 19a2 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: IF— ff-rl- DATE: ` 1� 71�71 t PERMIT h 'lT` 0 ISSUED: ZAW"TSECT. I Z ZSS BLOCK: LOT: j•4 L 3 LOCATION: D t_— \ OCCUPANCY: 1' �M ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS 0 FUEL TANK S tM 5--p& �- V.o A-.A r� Q� ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL 0 OTHER e BR o e, i w m tD, << ) ) Q 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: , DATE: PERMIT# ` ISSUED: O 1 SECT: BLOCK: LOT: LOCATION: , C � OCCUPANCY: Z ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION /// REQUIRED 0 FOOTING I ��6`r ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING O INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK 1, `_ FIRE SPRINKLER ! t VS 1 L r 1CXS S T`d r' 1 op FINAL PLUMBING ❑ FINAL 0 OTHER L��..J Jlt �� W 1 \1� �\ �A f u �1cJ � oc\ BRC�� w � 982 BUILDING DEPARTMENT ❑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: V"^ L G rY Q 1= DATE: PERMIT# ` D2 If IS m: 2 SECT: 1 1 BLocK' LOT: ! � LOCATION: OCCUPANCY: I 0 VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPEcno REQUIRED ❑ FOOTING e--1 <�a x ❑ FOOTING DRAINAGE ❑ FOUNDATION O UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER o i BR w � BUILDING DEPARTMENT O BUILDING INSPECTOR VILLAGE OF RYE BROOK 0 VII.LAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - -- - - - - - - - INSPECTION REPORT - - - - - - - - - - ---- - - - -- -- ADDRESS: �/��� `'YM�t DATE: 40 Z I Lt PEFUbT# -O 74 ISSUED: SECT: Z---,--BLOCK: LOT: I LOCATION: 2' S �"C , "" �7'��' OCCUPANCY: Z ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION 0 SITE INSPECTION REQUIRED ❑ FOOTING 0 FOOTING DRAINAGE ❑ FOUNDATION O UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAs ❑ FUEL TANK ❑ FIRE SPRINKLER 0 FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�j� BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 0 ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - --- - INSPECTION REPORT - - - - - - - - --- --- -- - - - - ADDRESS: DATE. PERMIT# ISSUED: z \� �� SECT: �• `BLOCK: ` LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: 0 ROUGH PLUMBING 0 ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER �� 1 U j �� BRC>v� �7 19312 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: \ 1 c.,J 1.,,. 1C DATE: PERMIT# y �,�' ISSUED: 't I SECT: BLOCK: LOT: LOCATION: r" OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 0 ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED O FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION 0 UNDERGROUND PLuMBING NOTES ON INSPECTION: 01"ROUGH PLUMBING "OUGH FRAMING 11 INSULATION ❑ NATURAL GAS 0 L.P. GAS 1� ` ❑ ,FUEL TANK r�o Cl��l1S l � -Q,�An \ j V FIRE SPRINKLER 0 FINAL PLUMBING l\ b� 0 FINAL 0 OTHER BRC�v� o z BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VmLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 D ASSISTANT BUILDING INSPECTOR (914) 939-0668 FAX(914) 939-5801 - - - - - - - - - - - -- -- - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- -- ADDRESS: V�_ DATE: �1-1 1 PERMIT# - C( ISSUED: ) k( SECT: 2 BLOCK: LOT: Z LOCATION: OCCUPANCY: V ❑ 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 �� � 1 Cl NATURAL GAS `ter L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER a� * °o co cz * U 0 * GG • Cd * as U :3 cz Tt Q Q of Cd W cG o F■ ts. r— 4 O w ao t A „dl ti M cts Cd 0 * v, * * t: 7 c a� � — O U 0. �QyE_BRCuk w � O-c 7. 1982 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: -'A DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: Z OA LOCATION: l 3 } C�NF' �� 1 OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ACCEPTED 0 REJECTED/REINSPECTION ❑ SITE INSPECTION (( �, REQUIRED ❑ FOOTING 2 e al- Q ,L> �<- ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING _,LF,-TJQAL GThiER BRC�� w � 1932 . BUILDING DEPARTMENT ❑BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑ VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 D ASSISTANT BUILDING INSPECTOR (914)939-0668 FAx(914) 939-5801 - - - - - - - - - - - - - - - --- - - - INSPECTION REPORT - - - - - - - - - ----- - - - - - - - ADDRESS: I DATE: 13 I I I PERMIT#I I ISSUED: SECT: c' , -2.S: BLOCK: LOT: ^ LOCATION: i' I �" OCCUPANCY: Z`6 D VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED t r� G ❑ FOOTING . S.� l ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P.GAS D FUEL TANK 0 FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER DR O Zm 1932 BUILDING DEPARTMENT ❑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: DATE: PERMIT# _i `1 " O UED' �\ ` SECT: BLOCK: LOT: LOCATION: OCCUPANCY: 1 ❑ VIOLATION NOTED TliE WORK IS... P'.\-ACCEPTED ❑ REJECTED/REIr4m�N� ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ 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 PLUMBING 0 FINAL ❑ OTHER �¢' DRC�� '93' - 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: `� G - UVLAQ DATE: V a, t PERMIT# Ca� : O�. ` SECT: BLOCK: LOT: 7 6 LOCATION: �Q "�c'Yl', Y OCCUPANCY: - - - - ❑ VIOLATION NOTED THE WORK IS... I] ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 FOOTING 'A ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING �� 1- 0 ROUGH FRAMING 'T 0 INSULATION 11 NATURAL GAS ❑ L.P.GAS 0 FUEL TANK &=42 IN 0 FIRE SPRINKLER ❑ FINAL PLUMBING 0 FINAL ❑ OTHER BRC�j� O ym w � 19132 ' 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: - i i (p � s� DATE: S I PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: 'fit L ` I i f'd ,M 1 -- rl--f Fi L OCCUPANCY: ZI ❑ VIOI,:ITION NOTED THE WORK IS... ❑ ACCEPTED A 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 � P — �� - W r, ❑ FINAL ❑ OTHER P-3 C� w -ram c,,e c 3 L 5 vi \—k-4 A ,,-J L— CDR O �m 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: V I ±-7-641, DATE: �( PERMIT# - \ ISSUED: Z r $g,(,'I': BLOCK: LOT: LOCATION: 'e '"'C�� �� f�)62�� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION \\ REQUIRED ❑ FOOTING ��1 �d1 1 T S,a ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER 0 FINAL PLUMBING ❑ FINAL ❑ OTHER BRC�j� w � >9312 BUILDING DEPARTMENT ❑BUIWING 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 - - - - - - - - - - - - - - - - - - - - - c ADDRESS: !. �`.�. DATE: PERMTr# ISSUED: SECT: BLOCK: LOT: LOCATION: Jn Q C NA OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING 0 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING c 4 V&OA NOTES ON INSPECTION: 0 ROUGH PLUMBING .5 `A0� ❑ ROUGH FRAMING 0 INSULATION ❑ NATURAL GAS ❑ L.P. GAS 0 FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMMING ❑ FINAL ❑ OTHER BR �, ✓ O-c 1962 . 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:(Ci` C ICJ 1 ' 1 i j DATE: PERMIT# V\` ' - ISSUED: all n V-1 SECT: BLOCK: LOT: LOCATION: �\V-J .J OCCUPANCY: ! _ ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED �JECTEDREINSPECTI ❑ SITE INSPECTION REQUIRED ❑ FOOTING 0 FOOTING DRAINAGE 0 FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: 0 ROUGH PLUMBING 0 ROUGH F7tAMING n 0 INSULATION ❑ NATURAL GAS ❑ L.P.GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING 0 FINAL ❑ OTHER BR�� O yn 1907 ' 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: -a L �- - DATE: ISSUED: SECT: BLOCK: LOT: LOCATION: t r �� .� _�p P-t S OCCUPANCY: Z ❑ VIOLATION NOTED Tim WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION 0 SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FRAMING 0 INSULATION ❑ NATURAL GASF[/ -�--- ❑ L.P.GAS ❑ FUEL TANK S ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ FINAL ❑ OTHER O y, w � `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: Z , Lt +- ( > �p Ce ,�Z DATE: Zo 0Z- o-� PERMIT# Q z 6 ISSUED: ' ' SECT. I-L�1 ! BLOCK: LOT: Z l LOCATION: - � � ,� In L l -+- �1��OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... � ACCEPTED ❑ REJECTED/REINSPECTION 0 SITE INSPECTION REQUIRED ❑ FOOTING Cl FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS 0 FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLumBING ❑ FINAL ❑ OTHER BRC�j� p 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: ILI �p�-{�_ DATE: J 7 '(DA � J 3 P # 0Z - 10 ISSUED: SECT: I 2 S BLOCK: LOT: t z ,7 LOCATION: -o a'�� �� ( OCCUPANCY: bolct> ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMING NOTES ON INSPECTION: ❑ ROUGH PLUMING ❑ ROUGH FRAMING Xr7 - � _ " Q J - ( �JDJ 0 INSULATION ❑ NATURAL GAS \A 7 ❑ L.P. GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING 0 FINAL 0 OTHER BR(�uk o 'y W � /�• 190 BUILDING DEPARTMENT BuiiDiNG INSPECTOR VILLAGE OF RYE BROOK o VILLAGE ENGINEER 938 KING STREET RYE BROOK,NY 10573 ❑ASSISTANT BUILDING INSPECTOR (914)939-0668 FAX(914) 939-5801 - - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- -- ADDRESS: Z, `E t �- DATE: Z Z-o-=, 1 S-?. (I - OZ I : Z,3 1 PERMIT# ISSUED: SECT: BLOCK: \ LOT: I. 1 Z� LOCATION: �O-T7 J-'G S 1G fIFT� l�� L �) OCCUPANCY: 0 VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION Q SITE INSPECTION REQUIRED d FOOTING ❑ FOOTING DRAINAGE 0 FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING 0 ROUGH FVAMING l ti^-- W, ( N l 0 INSULATION ❑ NATURAL GAS ❑ L.P.GAs D FUEL TANK j Z�" �- I C� i•� - t:!!j ❑ FIRE SPRm ER S❑ FINAL PLUMBING �� ( r D---7 ❑ FINAL O OTHER L rrL C T G r •G�. �rJN�r�!i N Q - � 1 L {l> -t3A11. C k-t ✓-1 bF FLxC'.auo" or---.) . r i r r Ln �p %D N 1"I N a- I O -• 0. pq 96 00 e� CIO •• M = W a 1!•I w i A a z V co ` � W � � Z J � V Gz7 .�7 �'• tL a 0 C) 0-04z ..� W a cn 14 w > G W Wr �I x a m ; d NNW F " ° F Cp LY ;. g U z V� or b �Q 96 r.� azia �Tr m 2 p EC ENE NE BUILD, GZPA/$ MENT JUL _ 9 2018 VlLiAOF OF RYF.; OK 938 KIN EET RYE BNY 10573VILLAGE OF RYE BROOK 14)9x39-5801 BUILDING DEPARTMENT o ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY RP#: I I —O D F.P#: 16. 1�0f� Approval Date: —7 1 1 1061 Application Fee: $ 55 - Approval Signature: Permit Fee: $ 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: 2 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 b oreruclUs day of ,20 day o Signature of Property Owner Signature of Applicant' Denis M. Fortino Print Name of Property Owner 7mt Name of Applicant Notary Public NofWTMMF I C,St to of Now York Qualified in Dntchess County Term Expires September 8,2022 J 1/5/16 Westchester Rockland Electrical Inspection Services, Inc. _ hone: 9I4-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING P IM TEMP k DATE �tL/ CITY OF�V LAG ZIP,CODE TOWNSHIP COUN O STREET/A \O.OR q.� / 1� !/ POLE NUM ER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY _. O7IE NAt AN �U�RE / HOME TELEPHONE NUMBER i` Cfi/ CURRENT SUPPL D BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1' FL. 2-FL. 3'FL. VILLAGE OF RYE BROOK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION 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 RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF A IC T �I eo.4-6 6e-AJ STREET ADDRESS S 1v /U �i�EPHONE� JGd -6-22 C LP LICENSE NO.WHEN APPLICABLE �� j llft WESTCHESTER ROCKIAND ELECTRICAL INSPECTION fARElaSERVICES.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: 2 Rose Lane, Apartment#34, Rye Brook, NY Certificate Number: S11152 Section: 129.25 Block: 1 Lot: 123 BDC: Permit Number: EP:18-165 BP:17-024 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: 2 Rose Lane, Apartment#34, Rye Brook, NY ❑X Basement ❑X 1st Floor ❑X 2nd Floor 03rd Floor ❑Garage ❑Attic ❑X 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 15 GFCI Switch 66 Single Pole Fixture 40 LED Range 1 9.6 kw Gas or Electric Dishwasher 1 1.2 kw Clothes Dryer 1 Furnace 1 Gas or Oil Electric Room Heater 1 1.5 kw Dimmer 23 Service Disconnect 1 200 AMP Water Heater 1 4.5 kw 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 ISTEIIISERVICES,INC. Name Quantity Rating Circuit Type Sump Pump 1 Air Handler 1 A/C Unit 1 Fixture-Luminaire 45 Recessed Receptacle 63 Convenience Microwave 1 Refrigerator 1 Low Voltage 3 Phone Low Voltage 3 TV Service up to 200 Amps 1 Meter 1 Panel 1 225 42 Exhaust Fan 6 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 `��L This certificate is valid for work performed before date of inspection only. t , _ � N W on � w w OD cn Now . z .. E� Ono 10 Q- , � U ^ 2=6 coO*A F' O0 � Q r � � U � � ✓ " u o, 74 V j w . 8 ID .. r•� W o .. ;� F y w AC z a. z V� a. a N .. a , _ _ DECEWED BUILDING DEPARTMENT JUL - 9 2018 VILLAGE OF RYE BROOK 938 KING)STR�ET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-066 'AX(914)939-5801 BUILDING DEPARTMENT www.tyebrook.org ELECTRICAL PERMIT APPLICATION Westchester County —Maaster Electricians License Required FOR OFFICE USE ONLY BP#: I 1 �O�4 F P#: 1 Approval Date: Application Fee: S Approval Signature: Permit Fee: S —2� Disapproved: Other: (fees are non-refundable) ###tt##t####t######rtt##i##iii####it#i#t#ts#i#rtiiirtttt#ittiii#itii#•iiiiitiii#i#ttiiititi###t#i##ti 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: 2 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 Swots to me s day of .20 day of Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner Print Name of Applican If4Pry A. WERS��rrYgrk Notary Public IN SNP IQ�)E%.... _ �=yc i ed in Du:chr.ss Cuunty Term tree Sapwnuwr a,zoxZ-o 1/S/16 Westchester Rockland Electrical Inspection Services, Inc. �� Phone: 914 y1 -347-3 5 � . DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue �t<' Fax: 914-347-3596 Elmsford, NY 10523r ` B_WLDING PERMIT o. TEMP M DATE L} CITY OR G / ZIP CODE TOWNSHIP CO J - STA AND 1 R RO !/) POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? ! SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME HOME TELEPHONE NUMBER CURRENT SUPPLIIE„D� FROM THEIR /,v`)!�! 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 IDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT I'FL. & n 2N°FL. —AP111 III ] 3' FL. [jLLAGE RY REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: ARTMENT 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 J ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD Ci UNDERGROUND AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY,; DATE OF APPLICATIO�N/ V /7/ NATUR OF POT STREET ADDRESS 5- C.i v f v/j�/�2L/`+- ENO. 91 �G�D ✓t-l►-b �OFI�ICZF/'j/ I, ` 7�/`r1&j LP 0z j LICENSE NO.WHEN APPLICABLE IMESTCHESTER III CKLAND ELECTRICAL INSPECTION dOEISISERVICES,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: 2 Rose Lane, Apartment#34, Rye Brook, NY Certificate Number: 533151 Section: 129.25 Block: 1 Lot: 123 BDC: Permit Number: EP:18-166 BP:17-024 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: 2 Rose Lane,Apartment#34, Rye Brook, NY ❑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. A��i� l This certificate is valid for work performed before date of inspection only. ri -Olt, 04 4t 6. 96 00000 C6 OC o CC w ,,� V � r a v 3 ., � �_ A3 a Ic wo C40) CN w 3c > c Ae� z g w z �n al, W 16" 0 cz � Rt- OR EC� E0�1F BUIL ICE MENT VIL` E OF RYE OK NOV 15 2017 938 KiN i ET RYES ,NY 10573 (914)9 939-5801 LLAGE OF RYE BROOK w or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATIO Westchester County Master Electricians Licen Required FOR OFFICE USE ONLY BP#: I d� P#: '—7 —3 j o Approval Date: NOV 1 5 2017 Appl' ation Fee: $ Approval Signature: Pe it Fee: $ ' Disapproved: her: (fees are non-refundable) Application dated, 11-14-17 is hereby made to the Building Ins p for of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property o r, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,Co ty and Local Codes. 1.Address: 2 Rose Lane SBL: 129.25-1-1.123 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: James Morzillo Address:7 West Cross St Suite 207E Hawthorne, NY 10532 Lic.#: E-17 Phone#: 914-760-5226 Cell# 914-760-5226 email: dfortino.hilite@gmail.com Company Name: Hi Lite Electric Address: 7 West Cross St Suite 207B Hawthorne, NY 10532 4.Proposed Electrical Work/Fixture Count: Wring r low voltage smoke and smoke carbon detectors STATE OF/ea ORK,CO TY OF WESTCHESTER ) as: James Morzillbeing duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individua as the a icant) state that(s)he is the ner of property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner aly au orized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned furts t tall statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use co a he above captioned property will be in conformance with the details asset forth and contained in this application and in ananying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Buildin ,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before m Sworn to before m i / day of ,20 day of QPY� ,20 Signature of P operty Owner Signature of Ap Ic James M9WO Print N e of Property Owner Prin Name o Applic nt _ Notary Public Notary Public TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No, O1 MA6331843 Huaimed In Outchess County 1/5/16 My commission Expires October 19, 2019 Westchester Rockland Electrical Inspection Services, Inc. L Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue y/ Fax: 914 347 3596 Elmsford, NY 10523 Z7;DGERMIT NQ. TEMP# DATE / `j�-Oj CITY R VI TOWNSHIP C NTY STREET gND�l0.0/Rj{O/G35'5 _. �d POLE NUMBER BETWEEN WHAT TW/f-O',(CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY O NER'S NAME AND FIDDRF.SS ,, J HOME TELEPHONE NUMBER CURRENT SUPP IED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU IN LLED 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 1S'FL. 2HO FL. 3-FL. III DING G REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOV jOAl eT�r'o2 s THIS APPLICATION IS INTENDED TO COVER THE ABOVE U ED 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 EE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OT ER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OT ER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FOR FOR THE APPLICATION, SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW/ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND f-] AVOID DELAYS BY WING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPA� DATE OF APPLICATION SIGNATURE OF APPLICANT STREET ADDRESS TELEPHONE NO. CI7Y,:OR4 1ST OFFI< `� � ,� / ZIP CODE _3l LICENSE NO.WHEN APPLICABLE G / 7 d� O o N N _ Cd Ole � W � 3 Q � " a• � � x � C 00 O V 11O ..a : C i C Z z Q z� `Ono 3 ,. 00 4 Z p ,. f F • 'Z46 < r N Z U Z c C i .. = a wc�, C6 i i �i i D EC ENE BUILDING DEPARTMENT FEB 2 ) 2017 VILLAGE OF RYE �QOK 938 KING STREET RYE B tY NY 10573 V1 LAGE OF RYE BROOK (914)9'3;0�, 6 ^e j 939-5801 D1NG DEPARTMENT ww.w _ or ELECTRICAL PERMIT APPLICAT Westchester County Master Electricians Lic Required / l FOR OFFICE USE ONLY BP#: ep' 7 b� P#: � y .Approval Date: MBAR - Ap ication Fee: $ Approval Signature: rmit Fee: $ <P. Disapproved: Other: (fees are non-refundable) Application dated, aZ - 3 - J 7 is hereby made to the Building In ector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures, to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property o er, by signing this document agree that all electrical work performed will be in conformance /with all applicable Federal, State, unty and Local Codes. 1.Address: 02 LTx% t'K�� SBL:f1A%"��-�`��� Zone: 2.Property Owner: . � P� - Address: �llU'/�/jr(7 o.Jf�L Vk. S/2!5' /lq- Phone#: *!!- �Y/ -1_�-3 ( Cell#: email: 3.Master Electrician: �(}�- ,/ 7 cog z( I�Address: Lic.#: 7 Phone#:"!/'/" 7t1;, /90Cell NJ email: Company Name: 14ttr �!�/1-/ Address:? (Jn��C�✓U S6 4.Proposed Electrical Work/Fixture Count: lJ � l4ol� � IZ- l>A.) _ STATE OF NEW YORK, UNTY OF WESTCHESTER ) as: �/ wC-5 N 02 Z-/ y� 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) .,r� state that(s)he is the legal owner of the property to which this application pertains,or that t0he is the C4C> / /�C�'�U/Z— 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 Gde,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this 2-S day of 120 _ day of -bCi jq f- 20��_ Signatu of Property Owner (tgnnaatturre,of Applicant tc �)Q_3 Yl or'2l I l o PAnt Name of Property Owner Print Name of Applicant .l Notary Public No A.D BLIC,State of New York o.01T06192872 Qualified in Dutchess County Term Expires September 8,20�zt' 1/i/16 Westchester Rockland Electrical Inspection Services, Inc. ` s y Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 By,LD NG P RM TEMP# DATE / -7 n�n '� CITY Q�1 IL ZIP�O�E. J TOWNSHIP STREET D I/ Q / a- POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY J,v OVyjJE�'S OME TELEPHONE NUMBER CURRENT SUPPLED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU 7INSLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS EATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1ST FL. 2'n FL. 3-FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: bi Vt>z a� THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED IT S TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FO THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER IN ECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER C IFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FO HE APPLCATION. SIZ�,OF SERVICE ^ FEEDERS CHARACTER OF WORK NEwZ DITIONAL[3 EXPOSED CONCEALED[�j MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUNDn —� AVOID DELAYS BY Givi y6 FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPAN 's DATE OF APPLICATION SIGNATURE OF APPLICANT,---,, �G -1A 7 Ix ST= s� NO. 9/V- mod- 3�iy LICENSE NO.WHEN APPLICABLE C../ a f' i f O 4i _ r ' a F- i � 0 w . , hl x ww>4 � gz 00, v: mmo A I••� ,� o� w.r Z � � ., � � � , i � vim, M IV i••l � � Q a C � ' o � z m z c W = N � p•' � � a o'i � ' s y� R BUIL INS E MENT D 0 VIL E OF RYE- OK 938 KING EET RYE B,` ,NY 105 APR 19 2017 (914)9 939-5801 00 .or VILLAGE OF RYE BROOK PLUMBING PERMIT APPLICATI UILDING DEPARTMENT Westchester County Master Plumbers License Required FOR OFFICE USE ONLY BP#: V PP#: Approval Date: Application Fee: $ Approval Signature: Permit Fee: $_730 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:-) R,osL Lo,oe C C (uSlt,r o U rn 1} � SBL: kO �� �� Zone: y�C 2.Property Owner:s�- ����p� .y�}f\Q(S Ll� Address:S I(1�{tR (k�ci G�1k C�t S.,I 1 6jgy< Phone#: CA Iy -7 Cod -ate Cell#: 9 (+.A�L1-So5t'o email: SdubokSaby_w jAry\R(Vq, Com 3.Master Plumber:Pk- Nkb(_ClSk� Address: (D I R C+ 1-7rn MO n rUC Lic.#: -1 Phone#: '3q S-73 3-6�y 0 i Cell#: email: 1(1�o c�) rv_bms)cal vMla-ry,Cov) Company Name:N Q (u u 1 jddress: O c� (� 17M M o a r* N`� )09 A-o 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 ' 1st Floor a 2nd Floor ` 3rd Floor 4 1h Floor 5 Floor Exterior 4.* List Other Equipment/Provide Details: l/5/16 1. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this - day of 20 day of Ct 20 IT-7- Signature of Property Owner Signature of Applicant Print Name of Property Owner Print Name of Applicant I AA Notary Public Notary Pubj�ISHA MAR INEZ NOTARY PUBLIC-STAT OF NEW YORK No. Ol MA6331843 00011fled In Dutchess County This application must be properly completed in its entiretyand must in�lu°d"pjWsl n E Ices tabet 19, 20 �`arizeoc�slgnature�:s of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 1/5/16 2. dl f � Y a N N � E- y 00 v �. ))V' °� m 3: F- too O w � = x 411 < w � $ � zz go w A Q V Q U cm v U Z • A occ ,.� � � O � � � _.� �..� ,, Q � , ,l r oil • � I,z _F Og " Y i a z Q m oil _ oe M = 8 � tz .. _ Y e _ a {i=2Rn_ Bum , DEPARTMENT M D] oi VILL" 6E OF RYE BR0OK MAR 2 8 2017 938 MNG�TREET RYE BROOK,NY 1057 (914)90,r*68' (9f�)939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT www ryok:org PLUMBING PERMIT APPLICATION Westchester County Master Plumbers License Required i FOR OFFICE USE ONLY BP#: 1 -7 0 ✓�- 7 PP#: 1 -7 Approval Date: Application Fee: $ Approval Signature: Permit Fee: $ 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.r 1.Address: ' Vo y'- LA 1-J L' (C"gWL-(), 0 0 6- 3 4) SBL: 1 Zi 1 -I- 11-; Zone: 2.Property Owner: 54, Ry& B4 OCM4- eA�; C-V_S W.Address: J W• SQ 1tL- 114 F±C 612 W4L' Phone#: q I y- I lo I - Z. U Cell#:_1 14- LZt}-_`0Sfv email: J D�13�15 �' tNA J T�MC�1�L►�',L.L�'� 3.Master Plumber: f'1✓rE�- IM It.0 C, P_ Address: &1 6 also 2-2- e3ee-y�L N� 10SIJ Lic.#: 05S Phone#: 914 •Z-16- 14 ci3 Cell#: email: rye{- CompanyName: I-$fZ- R.l1Y OINI(A < It1S1'4cf1n4V Qi ddress: W713 1POOM ZZ 3Qc'wSrE:Xz_ NY li 5C INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement ( ' 7, 1st Floor i 21 2nd Floor I 7, I f 3 Floor 4 Floor 5 Floor Exterior 4.* List Other Equipment/Provide Details: 1/5/16 I. z tit ¢¢ t4 C.t t s e z s ¢ E to E C c ¢ a i ` r s � + ai w 14 € � = f 1� yy a IGj G. w 1•'i a' •� ¢ V/ c C O L N Li+ vj lu c�y ~ M >Q E a C ... m > A O kA s;l N Z*l wCL 001 -im enfV Ll a� a 0 T. �+ N `D ^ 3 C aCCi o on C U ' fw :vmm • C i. 00 to V •� 0�0 I 'W C a�i E ;LOR U 1.. cn 00 rn 0. W a&S u u .. f It _ Z UC• F E— Sc00 u + -ISO �" to _ b.iw V O E E G Z Qr b19 T + + N Z AG W a, 96 cc x W C E" - a M f ¢ EE: : REVISED AUG - 7 2017 BUILDING.,MARTMENT PLANS VIL ( `E OF RY OK JUL 11 2017 38 KING ,ET RYE BR NY 10573 /.. - .,/r DATED. V,LL.AGE OF RYE BROOK (914)93 - 6 9 39-5801 BUILDING DEPARTMENT wwi APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: ''] Approval DatcAUG I 0 RP • 6Z ' o v f' MP#: /Application Fee:$ Approval Signature: Permit Fees:Sal Disapproved: Other: Application dated: 31`)� is hereby made to the Building Inspector of the Village of Rye Brook NY li)r the issuance;ofa Permit to install a Fin Suppression System as per detailed statement described below. 1. Job Address: ),1 L-,we 21 , z=0 it Parcel I.D.: l as.z S- ZA)nc:_ VD:: 2. Proposed System(Describe system in detail including suppression agent): 3. Number& 'Types of Fire Sprinkler I leads: 1+-7-% 4. NX State Construction Classification:5_ N.Y.Stale Use Classification: IPD. 5. Cost of Installation:$ (Cost shall include all labor.materials.fixed equipment.prcd'essional fees.and materials and labor which ma}be donated gratis.) 6. Property Owner: J ale_ ICroo It Qert r�r; Address:Rn ��S cam{ P1 ,ti,,f,LY 1 a.a0"�-d b't Phone# Cell# email: Applicant: Mao-lt_ _ i�c_ ,ale };pr-L Address: 1L P1CWC M;dakA--C1CW-% Phone# - Cell# ��- b3 � } Qt�O�q3—y�{-12o email: r_1�r rh.,dezt6J,��,�Y�-ire .enm Architect/Engineer: Q•w - ( uU\VI tar\ En�r,� Address: �jaq Mwir.9+ve 7wr- lutkc_abn S �tar�,t ape � � Phone# Fja3- gaa-} Cell# email: General Contractor: L," RR T�*-\je.lc vni-AQr�-IIAddress:3 nr%rmnvicit Atvenur Gtx..,lin ,M 0,56cF Phone# R45 R55-9466 Cell# email: 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEV YORK,('01JNTY OF WESTCI IE FER ) as: !Zt!o f?... Uorvw. 4w%_ ,being duly sworn,deposes and states that he/she is the applicant above named, 1 prime name o Qual 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 44A..I t:rr— Prr+ &WIN 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 contormance 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 belirre me this NA" day of , 20 day of 3% , 20-1-+- Signature of Property Owner Signature of-Applicant 4cx'vuy-%d aL. Print Name of Property Owner Print N•me of Appli• -- Notary Public N%W .t�;r.11lric KAVERINE SHUGRUE NOTARY PUBUC My commission Expires J21311201T 12.8.16 00 00 P4 -r 00 L13 X a tj ej F6 o 6 -M E- r oam 00 71 -,.'j 40 zm oz 1iill.-i. y• 24 z tn Z; W 3 .Oo� t-- . u r- co � = E 77 x tr, 0 WOW 0 (> . 3 5. z t E c coo Z z I a, -1.4 Vm 00 CA V.0 z sop, i >, 2 E ON E E:' > > BUILD MENT I I VILE O)ti R OK I r 938 KING ET RYEBtt NY 10573 �J AUG 2 2011 (914)9 9 39-5801 A .or VILLAGE OF -RYE BROOK I BLILDI�N'G D PI ARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENTT FOR OFFICE USE ONLY: PERMIT#: M/'�n 1 7_ 0 �C Approval Date: AUG - 4 7 Permit Fee: $ 1 oo Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: I. 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,' Z is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the AC 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. 1. Address: ` osr, L&otJ _ SBL: Zoned 2. Property Owner: 5 C . Qyf-�:_ 6=1C Q" Address: 5 Z-&_ 1tc[1.onFtt_ Phone#: q 14- 481 - U�3) Cell#: email: 3. Contractor: 7_VT4L_ COO)F09T Address: P. V GCk 3Sq Nm'u) o - 1IM-) Phone#: Sy S-7 Ct S `Sgg(C Cell#: 20 3 ZZ3-61CO email: 1���nl��Ifl'r1� *@ %441400,COwl 4. Applicant: JC. se ` r��C'lt(C7 Address: G off' go bA(kno K%�t• 11441 Phone#: Cell#: 7,0�r 2243(c;.I. email: Up6tLc 1 o r m Se �4 co,m,&/ 5. Scope of Work:New Installation Replacement Replacement( )•Removal( )•Other( ): 6. List Equipment: Y I Q_!2f) 1+(2(1 L I= )W A-LrG 7. Location of Equipment: p R I 67401-w- e A�1�� 1� l�iJ1T i 8. Method of Installation/Removal(list all equipment needed to perform job): - --k?Sr Q(l— AC"LL- DC�LrI'(w]C� r�mcnT_ hMzJ O w cIV ti c11 Oh t 7ni17 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 day of ,20 day of 120 Signature of Property Owner S ignature �e_ Print Name of Property Owner Print Name of Applicant Notary Public Notary P ' e0e ni�t�e tic a PUBLIC,STATtIONEW YORK 06�� Ileg No.01 G 16301231 Qualified in Westchester County This application must be properly completed in its entirety and must includ My Comm=„' 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. 2 7/7/17 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, - Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W C. and cabinet air leakage less than 1.4% at 0.5 in. W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420) with accessory (order separately) • Low NOx units are designed for Calitomta installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 nglJ NOx emissions requirement. TOUGHER • Flame roll--out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ primary heat exchanger • Stainless steel secondary heat exchanger riustrafinns and photographs are only representative. • High temperature limit control prevents overheating some product modeis may vary. • Direct ignition with Silicon Nitride ignitor • High quality, corrosion-resistant, prepainted steel cabinet tWARNING EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death, and/or property damage. • 24 VAC humidifier terminal &electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35" (889mm) high.for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit js • innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result in personal injury, attachment death, and/or property damage. • Factory shipped for natural gas, with propane gas conversion kits available • of s r Qy Four position-upflow/downflow/horizontal (lefgright) installation • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal A.%AF,ruteimna B%on�(AFA) applications with accessary(order separately) a • Concentric vent available THIS'MODeL • Self diagnostics with super bright LED L.141J • Slide out heat exchanger and blower assembly a1 LIMITED WARRANTY , 78% 82% Mao 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty c€an€i€D - With timely registration, an additional 5 year parts limited warranty * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Use of to AIHRI Cartnad TM Mark indicates a enufad.,er parac�patm rn the p,ogram Hor other applications. �r i�•tart of a to�,a dNd.al proda� go m wawahndneetcryorg Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) UpflowlHz Downflow @.5 in.W.C.(125 Pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408A 40,000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54) N9MSE0401410A 40,000 96-0% 95.0% 625-905 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 123(55) N9MSE0401712A 40.000 96.0% 95.0% 650-1050 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 134(61) N9MSE0601410A l 60.000 95.5% 95.0% 675-1130 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 127(57) N9MSE0601714A 60,000 96.0% 95.0% 650-1420 35 x 17-1/2 x 29-1/2(889 x 445 x 750) 144(65) N9MSE0801716A 80.000 96.0% 95.0% 810-1600 35 x 17-1/2 x 29-1/2 (889 x 445 x 750) 154(69) N9MS 0802120A 80,000 96.0°% 95.0% 1335-1970 35 x 21 x 29-1/2(889 x 533 x 750) 162(73) N9MSEI002114A 100,000 96.0% 95.0% 915-1545 35 x 21 x 29-1/2 (889 x 533 x 750) 169(76) N9MSE1002120A 1 100,000 96.0% 95.0% 1345-2065 35 x 21 x 29-112(889 x 533 x 750) 169(76) N9MSE1202420A 1 120,000 96.0% 95.0% 1 1320-2105 1 35 x 24-1/2 x 29-1/2(889 x 622 x 750) 186(84) N9MS 1402420A 1 140,000 1 96.0% 94.4%& 1 1290-2035 35 x 24-1/2 x 29-1/2 (889 x 622 x 750) 190(86) Specifications are subject to change vnMaut notice. 440 11 4403 05 1213118 NXA6 "MF-.dV� Performance Series HEATING & COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1 1/z THRU S TONS SPLIT SYSTEM 208 / 230 Volt, I-phase, 60 Hz `` "'• REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil ��r�iu�rrrrr�� rr �n,� rrNrrr EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST rr�i�il�rlfrr���rrr�rrrr�fi� i • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated, weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra r� protection LIMITED WARRANTY* EN v STAR �t ' , efli Ad to en * 5 year compressor limited warranty � `"poper a° atold to achieve rated capacity and effiaerecy. Irustallr flow areation of * 5 year parts limited warranty (including compressor and this product shouA folly the manufacturer's retngeram coil) propchwging and air Harr insnay re s. Failure ener to confirm proper and airfiaw may reduce�ergy elfidency -With timely registration, an additional 5 year parts limited and Shorten equ,pawd Irfe. warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty certificate for complete details and UL CERTIFIED.. �$ restrictions, including warranty for other applications. hridirectory.org 'A LISTED Use of the AFIRI Certified TM Mark indicates a manufacturer's participation in the program.For verification of certification for indnndual products. go to w ,ahridirectory.org. Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) 32-5/16 x 31--3/16 x 31-3/16 188/ 153 NXA630GKA 2';'_ 30,000 16.8 25 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 32.4 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) Specifications subject to change vehout notiw 421 11 6201 05 5/17/19 r ester m D DC����� George Latimer [MAY 15 2018 County Executive VILLAGE Sherlita Amler,ND BUILDING D BROOK RYE TMENT Commissioner of Health E Pq R TM ENT May 7, 2018 Russell Palucci, PE 140 Princeton Drive Shelton, CT 06484 RE: Log #: 12359-18-DCDA Application for Backflow Prevention Device 2 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). Res ectfully, Natasha Court, P.E. Associate Engineer Bureau of Environmental Quality NC:AC:sbz cc: William McGuinness— SC Rye Brook Partners Frank McGlynn - Suez Michael Izzo — Rye Brook File OOO REUSE CYCLE 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. 12359-18-DCDA Facility: City, Village, Town: County: 2 Rose Lane R e 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: FZ10i p2525 Palmer Avenue, New Rochelle, NY 801 Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: /J / / SS l` !� fjllc DATE: May 7, 2018 Natasha Court, P.E. Associate Engineer 'IEW YaAK STATE 33faRTkwj-,OF NEALTrr *6 "I��"�� 'rP F,, Report on Test and Maintenance erpco:'tLi P'y�-Co:�r.3 Tw.v Aoo^t t I a Ktany.NYtu3r of Backflow Prevention Device Please use a separate form for each device. For tno yaw InhW tur t-Comprato arilro(arm 0 AnnualtM-CamplofoFanAonly PuhOcYJylatSttsrJly fzo„tua �. c:.�-.� elocJc tnt Fact lty Name -rho IC�nnT"rv� t�dlor,m owfra / OQ rrn>�lor Shea, Cay •Za Device Mtuudedurer Type Uod& Size(In Inches) Serial Number IrdomseUon ® oc1J JSa XL f 9A i Z" Co 4 —> y Check Valle Na i ChK*Valve Mo.2 nlHemntial Prtmaum Rallaf I Lino Pmnura cal yaVe Data before ntight grid ® Qponed at_?_�.peltl m 6aroro Cb2M tight rePeb WE Fre:_.rc=;)=no s=rt.aeck vahro M 0 Y 11-4 7 pold Describe .Rep_irad by and Name mutwints used Ur; ,A !Y / Date ropalmd: I 1 � 00 M D Y Da gnslleet Cloeod Bghf Y Gosad tight � optYsod M Z^-S paid i I © t--LF-1 Premum dmp across flydt 61 0 Y Chodt valve_j__.3pai d VJeiv Meter Number Meter Reading Type o'Serrtcert cne) —J 9 Dc.-csu:: 9 F 9 mer Remarks{D*xrft 0eldmdoa:try pttuas oueofa Wcut go&mm c. bot. w the drAx"peels al very.c4wp a kadea•a• irgns.t) Gart:rsat;an:Tni:C"Vo LIL meeiz, C70a 1oT cocci,the rcCui cmcrr3 cl en azwrtaiAe.41Amem o-ice at the time of te3Wg 11'emhy certify� the� ego+rg data to be.,up ) AA A � L J-'T �' S Sn �iz,�-� �J3 !, 2oz i PMrlla .o �`-f'Tom- Ce ed TaCrr No. a F�Ye00s Ori �°,°rty�ow?n-ott mmo tagent)perofigLan M text was pnferr.0a ] ' /15 (Mm f4ae Tr!'r. � -Nvtar�0 Cert)6colh7n that fnataitatksn is in atrnrdonce With the oppfavad pmna. _ covowr'te0 ty•.r.e dWpa estpuar or ardited or valaz �W71r•i t herrby tsrlffy fiat this 4rrtaeatian is'trt atom - o ro+..plans- Name Russell Palucci 79. r tie !I 1 1 O 16 11 —E ucame Number 78721-1 t18 m d y Rap-3erd)rw Prime Solutions. LLG, Lim Ioa�,�mt„ar iactaDatton rl.a^ae• Address 140 Pdncewn Drive city Shelton ' CT 0 gd b ees may a elpr neurtiuwxkrinN v me ana oaa wpy ro rW r rtsr u- ..:clan u says e u o esa�p cav m. N 01.Itef 1M ui:t'J wiPutt,��c Cell.; 1•CN.'�(���"�', Da/L 701 eNt �'/ ^r• rte17C u,:�r urraa.a:e:r es�• .. �I 1 DID FRO, CHEK ' NOV 15 2018 VILLAGE OF RYE BROOK Home Inspection Services BUILDING DEPARTMENT Date 7 February 2018 Kingfield Development Subject File number 5546 Blower Door Test #2 Rose Lane ,—fit,3q Rye Brook, NY 10603 Following are the results of the blower door test performed on February 7, 2018 at the subject address. Blower door status measured 79%. (CFM50) . Air changes per hour measured.3.79 which is acceptable. NOTE: - Additional ventilation is recommend if the blower door CFM50 reading is below 100% - Additional ventilation is required if the blower door CFM50 reading is below 70%. Please feel free to contact me with any questions. Regards, Frank Gires' rteference Code ANSI/BPI-1200-S-2017 2 Rose Lane 2015 IECC Energy D E(CEpy,. Efficiency Certificate Nov 152018 VILLAGS BUS NG D RYE BROOK Insulation Rating R-Value A IMENT 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: Heil#N9MSE1002120A 95.5° Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Date: 9/20118 Comments ON Sun RB Development Company, LLC. Project: Kingsfield SCHEDULES "A" & "B" New York State Foam & Energy, LLC. 2 Commercial Drive Suite A Cornwall, NY 12518 (845) 534-4656 Phone (845) 534-4659 Fax Spray Foam Insulation Batt Insulation Scope of Work & Pricing Revisions No. Date Revision Description 1 2 3 Budgets REQs Documents D L� DEC 2 0 2016 VILQUILDINGOF RYE BROOK �EpARTMENT 1 Contractor's Initials: PROJECT DOCUMENTS - Architectural: Plan Name Drawing Number A Unit Specifications A0.0 A Unit Architectural Site Plan A0.1 A Unit Floor Plans A1.0 A Unit Floor Plans A1.1 A Unit Exterior Elevations A2.0 A Unit Wall Sections & Details A3.0 A Unit Wall Sections & Details A3.1 B Unit Specifications A0.0 B Unit Architectural Site Plan A0.1 B Unit Floor Plans A1.0 B Unit Floor Plans A1.1 B Unit Roof Plan A1.2 B Unit Exterior Elevations A2.0 B Unit Exterior Elevations A2.1 B Unit Building Sections A3.0 B Unit Wall Sections & Details A3.1 B Unit Wall Sections & Details A3.2 Cl Unit Specifications A0.0 Cl Unit Architectural Site Plan A0.1 Cl Unit Floor Plans A1.0 Cl Unit Floor Plans A1.1 C1 Unit Roof Plan A1.2 Cl Unit Exterior Elevations A2.0 Cl Unit Exterior Elevations A2.1 Cl Unit Building Sections A3.0 Cl Unit Wall Sections & Details A3.1 C2 Unit Specifications A0.0 C2 Unit Architectural Site Plan A0.1 C2 Unit Floor Plans A1.0 C2 Unit Floor Plans A1.1 C2 Unit Roof Plan A1.2 C2 Unit Exterior Elevations A2.0 C2 Unit Exterior Elevations A2.1 C2 Unit Building Sections A3.0 C2 Unit Wall Sections & Details AM C2 Unit Wall Sections & Details A3.2 C2 Unit Wall Sections & Details A3.2 Y Unit Specifications A0.0 Y Unit Architectural Site Plan A0.1 Y Unit Floor Plans A1.0 Y Unit Exterior Elevations A2.0 Y Unit Wall Sections & Details A3.0 Z Unit Specifications A0.0 Z Unit Architectural Site Plan A0.1 Z Unit Floor Plans A1.0 Z Unit Exterior Elevations A2.0 Z Unit Wall Sections & Details A3.0 2 Contractor's Initials: Ow Clubhouse Specifications A0.0 Clubhouse Basement Floor Plan A1.0 Clubhouse First Floor Plan A1.1 Clubhouse Roof Plan A1.2 Clubhouse Exterior Elevations A2.0 Clubhouse Exterior Elevations A2.1 Clubhouse Building Sections A3.0 Clubhouse Building Sections AM Clubhouse Exterior Details A3.2 3 Contractor's Initials: SCHEDULE "A" Furnish all labor, material and equipment required to complete the Spray Foam Insulation, Batt Insulation, and fire Caulking work including but not limited to the following work and required specifications: SCOPE OF WORK: 1. All labor and materials to be provided by this Trade Contractor shall be of top quality and shall be subject to approval by Sun RB Development Company, LLC. and / or Local municipality. No substitutions of material, or equipment will be allowed without prior written approval from Sun RB Development Company, LLC. 2. All work shall be accordance with the Architectural Plans and specifications, any applicable consultant, and any Federal, State or local agency having jurisdiction. Comply with manufacturer's product data, including product technical bulletins, product catalog installation instructions and product carton instructions for installation. 3. Trade Contractor will be responsible for loading and unloading of all materials directly related to their work. Placement of all materials on the building will be the Trade Contractor's responsibility. 4. This Trade Contractor is responsible for compliance with all Federal, State and local mandates that apply to installation of work under this contact. OSHA standards regarding personnel protective equipment, working from heights, fall protection, All types of Insulation installation, slide protection, scaffolding, platforms, and any applicable OSHA standards will be strictly adhered to by this Trade Contractor. 5. This Trade Contractor shall be responsible for the installation, maintenance and removal of all scaffolding. This Trade Contractor will also be responsible for any pulley or hoisting equipment needed to load materials. Any onsite Lumber or other framing material must not be used in the construction of any scaffolding. 6. All material must be installed correctly to maintain the proper insulating value as per the manufacturer recommendations. 7. Install R-38 11" Bayseal OCX open cell spray foam insulation with ignition barrier in all roofs, exposed ceilings, cantilevers, and in all overhangs. 8. Install R-21 Bayseal OC or equal open cell spray foam insulation in all the exterior walls of the home including fireplace chases. 9. Install R-21 Bayseal OC or equal open cell spray foam insulation at all band joist areas. 10. Install R-30 Bayseal CC or equal�Ised cell spray foam insulation at all rim joist areas. 11. Install R-30 Bayseal OC or equacell spray foam insu anon at garage ceilings. 12. Install R-21 Batt insulation at all garage walls, and open cell foam above in the truss cavity. 13. Install 12" R-30 Batt Insulation at all unfinished basement and storage space ceilings. Install tiger teeth as necessary in basement ceiling to insure material holds in place. 14. Install 3 '/2" Sound blanket at the unit demising wall, and fire stop all areas as required. 15. Install rock wool or therma fiber to achieve any necessary fire ratings. 16. Caulk all top and bottom plates on 15' and 2nd floors. 4 Contractor's Initials: 17. Install 1/4" insulation board glued in place at all window and door headers 18. When the finished basement option is selected, remove all R-30 insulation over the finished area only, install R-14 Bayseal CC or equal closed cell spray foam insulation on perimeter walls. Install R-15 batt insulation in the wall separating the finished from unfinished space with open cell foam in the truss cavity above. 19. At walk out conditions install R-21 Bayseal OC or equal open cell spray foam insulation at all exterior walls. 20. Supply and install spray foam insulation around all windows and doors. 21. Insulation shall be installed on the outside of all piping, ducts, electric wiring and electric outlets in all exterior walls. Leave no voids. 22. Insulation to be installed behind ducts or other areas not reachable after they are installed by coordinating with trades and providing insulation beforehand. 23. All scaffold and excess material must be removed from the house after an approved insulation inspection. 24. Trade Contractor shall be responsible to protect all batt insulation from water. No wet, mildewed, or damaged material will be installed. 25. Trade Contractor will ensure all windows are closed after insulation is installed. 26. This Trade Contractor shall furnish 4 sets of product literature, cut sheets, manufacturer installation instructions, and MSDS sheets for all materials to be installed, as well as a company safety plan prior to contract execution. All products must be approved prior to installation. 27. All employees of this Trade Contractor must dress in appropriate work attire. Shirts must have company identification on them. Hard hats and work boots must be worn at all times. 28. Clean up — Trade Contractor is responsible to remove all debris associated with their work from each home site, at the end of every working day. Sun RB Development Company, LLC. shall provide all dumpsters for disposal of Trade Contractor debris. 5 Contractor's Initials: Jeff Dubois From: Mike Izzo (Mlzzo a@ryebrook.org) Sent: Wednesday, December 21, 2016 10.08 AM To- Jeff Duhni� Cc: Steven Fews Mn F (r, [P V Subject: Kingfield Development Attachment: Color0306.pdf REVI JANPLAN - � 2017 Jeff, DATEV.LLL1-A- GEP R,W QlhlRnC�K Thank you for the revisions, my comments are contained below. I've also attached your cover sheet hereto for review. 1. As requested earlier, please arrange to have the plans revised to contain the address and SBL of the subject dwellings on the plans. In this case; "Unit C2 Left', the address of; 2 Rose Lane, Rye Brook, NY- 129.25-1-1.123, must be present on the address block of every single sheet. For"Unit A", the address of 4 Rose Lane, Rye Brook, NY- 129.25-1-1.125, must be present on the address block of every single sheet, same thing for "Unit C1 Right", 6 Rose Lane, Rye Brook.. NY-129.25-1-1.127. 2. Regarding the requirement for fire blocking and fire protection,the reference to open cell foam insulation appears on page A0.0, item #11 under Thermal and Moisture Protection. As you know this product carries no fire resistance rating and cannot be substituted for vertical & horizontal fire blocking required in the finished basement. Nor can this product be left exposed and must be either fully encased in sheetrock or treated with an intumescent paint. If SC Rye Brook intends to substitute closed cell foam insulation carrying the required fire resistance rating for open cell foam in all applications then the reference to open cell foam must be stricken from the plans on page A0.0, and anywhere else it's referenced, and the actual product you intend to use and the rating of such product must be included on the plans. 3. Thank you for omitting the references to "Lag Screws" and including the reference to the Simpson fasteners. 4. Thank you for the MEP's. They will be the subject of my next review. S. Thank you for the cluster plan, also slated for my next review. One thing I did notice is that it appears SC intends to locate the water meter and the fire sprinkler backflow prevention device in an exterior pit adjacent to the home. Please provide code clarification which allows such exterior installation and the means by which you intend to prevent freezing of such. Please note that even in the event that such exterior installation is in compliance, the Building Department recommends and respectfully requests that all components of the fire sprinkler system be installed within the dwelling. Further note that unless there is a specific regulation from the water company for such exterior installation, the water meter must too be located within the dwelling. I'm sure I'll have more comments once my review of the MEP's is complete. Thank you. -r<�c�aE ryaCC>JtMCz- rJ 1 l.� Building & Fire Inspector village of Rye Brook, NY Phone- (914)9 3 9-4G68 Fax-(914)939-5801 mizzo@ryebrook.or 2 ON PAGE A0. 0 ur-jo-s�-"k- S%ae A s-)0 (Y1 C>\:5,Tj A- P. P"eyL t�0Z . PL- S4 S D-e S o e-2-. T4e-yLrs.- 15 ft v pr VV(� LC Gm I c- C ,,I-t.(-.c-O 0 J r- 0-03 rc.w.�rt.\ c c->�, P\ S PC, C 1. 1 �o�s r •f I � y 1 y1 i U v� o 7Ao Q W c� w i z; un .- � W0, ! YvOU(.� u-,w m cn U, Z z ....._.._. p > w .J >-? �-- ul (Ar ' ¢ Z Q~Q J LLJ LLJ U '� 1 V > Q LiJ �j J dc toFW— � Z= Q7 Q cr (n CCLL L U il: L p i to z X o Q : o �-+ w co cc IPL W 'J CL z O u W CLLLJ r .� < -7-- z Liu w! z U S E— V r/S Q W ao w UJ cv Q � (n � 0� w 0 W ch Q O Z o - m �< U)z Woo r fLL- . z uj �W w } cr m �. w D j V w Z o Vuj :n cf1 Q L ? > 0 z zsty — W - o� } d �� L.. _t 3 j, W Z w Ohl E: Building Permit Check List&Zoning Analysis 'Address: 7i �17c>S — SBL. l Zvi', 7 S—1 — I - l 2 Zone 70 1> Use: 21 z- Const Type Other. kl,J 4 l ELF SuN (Io••�E 1 Submittal Date: l 2 I N Revisions Submittal Dates: < < 2 Applicant: S Nature of Work -S(IJ GE— FAw l C w�=Li �� `�1 4)A4M A C, Reviews•ZBA: DEC 15 2016 pB. BOT• Other. NEED OK ( ) FEES:Filing: 7S BP: I Z,ADZ . I J C/O: 2 G rrE z 4Q.D. ( ) (�APP: Date Stamped: ✓ Properly Signed ✓SBL Verified: / H O.A.Approvac ( ) ( ) 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: ( ) (Jf PLANS:Date Stamped Sealed: `L Copies:_3_Electronic: Other. (� ( ) License: Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 7S3#: Dated- N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: V Permit: H W.I.C.:_Battery:_Other. (� ( ) PLUMBING Plans: ✓ Permit Nat Gas: LP Gas: N/A/: Other. (� ( ) FIRE SUPPRESSION:Plans: ✓ Permit N/A Other: H.V.A.C.: Plans: V Permit: N/A Other. ( ( ) FUEL TANK Plans: Permit: Fuel Type: Other. ( (•� 20I6 NY State ECCC: V N/A Other. (4/ ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER Other. ( ) ( ) Other. ( )A"mtg.date: approval- notes: ( )ZBA mtg.date: approval- notes: ( )PB mtg.date: approval- notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Area: DATE EB — 1 n Circle: Fie Front: H/ Front: A M Sides: rypr $ Rear ICq Main Cov: Accs.Cov Ft.H S Sd.H Sb: RF t A GFA: hY /0 Tot '✓. Ft.Imp: P Height/Stories --'D'f"'Till Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: L Z�'.2s- L - t I Z 3 Zone: Address: Property Owner& Contact Info: S C- 12tj FLf�. fLo�� - S�.-� t-la•-.�,�c k t nJSPt t� Job Description: S(w)<L FL. a `y }�p - G ,._, 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 $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= 75 Z sq.ft. x $65.00 = $ S ( F�{ °� —x$I5.001$I,000.00= $ `I TZ • 2� �- I9 Fl.= Z 1 S -7 sq.ft. x $220.00=$ '�L-74I, S�( J 'x$I S-00/$I,000.00= $ Z t l 6 . l o 2,d Fl. = t 2Ll sq.ft. x $220.00=$ Z7L( , 12 0, x$IS.00/$I,000.00=$ 4t llt 90 Attic= - P� sq.ft- x $220.00= $ x$I5.00/$I,000.00= $+ Total Sq.Ft._ �l lCi S� sq.ft. Total Cost= $ .1D 1 yJ Total B.P.Fee= $ 1 Z Total Amount Paid= $- Total Amount Due= $ Z i 0�0 Z. 1 O Date: DEC 15 2016 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: DCS) CAI Pf2CNT, rcln 2S—I - I . lZ3 Subject Property: SBL: Zone: Please take notice that the subject; B'6ne or Two Family; ❑ Commercial, 3,New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; S-fruss Type Construction (TT) C�,Pre-Engineered Wood Construction(PW) 7li+c 3U+ILI PIG MIJ;',rOLpt;"IEO WITH A P0%M1ArvEN-f CONSTRUCTION ❑ Timber Construction(TC) TYt°E iDENTIFICALU;4 SIGN; in the following location(s); FR v; PRIOR TO THE ISSUANCE OF A C/O, ❑ Floor Framing, including Girders& Beams(F) AS REQUIRED BY NY STATE tA1V. ❑ RR f Framing(R) Floor 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§1265 for One& Two Family Dwellings. Date Deli�Profcssional /2//2 l!L Date r 12-/Z ---- Date o _ is Michelle Diane Gironda NOTARY PUKIC,STATE OF NEW YORK Reg No.0I G 16301231 Qualified in Westchenereounty MY Cammiasion Expires 04/i4n6IS Mike Izzo From: Mike Izzo Sent: Friday,January 13, 2017 3:05 PM To: Jeff Dubois Odubois@warjamgroup.com) Subject: FW: Sun Homes Residential Development, 2 Rose Lane. Attachments: Color0314.pdf, DOC_20170113141526.pdf Jeff, Please note that the mechanicals are the correct size but do not contain the addresses.The revised architecturals which do contain the addresses are the wrong size measuring 12"x18". Sorry for any confusion. lfflG/ ad(/ �ZZO Building & Fire Inspector Village of Rye Brook, NY Phone—(914) 939-0668 Fax—(914) 939-5801 mizzo@ryebrook.org From: Mike Izzo Sent: Friday, January 13, 2017 2:51 PM To: Jeff Dubois (jdubois(&warjamgroup.com) Cc: Ed Beane; Christopher Bradbury; Steven Fews Subject: Sun Homes Residential Development, 2 Rose Lane. Jeff, Thank you for the revised plans and for addressing some of the issues I raised on my last email, a copy of which is attached hereto along with your hand written response. Regarding the specification sheet provided by you from Suez, I have reached out to our legal department for clarification regarding Suez's authority to demand the exterior installation of the fire sprinkler backflow prevention device in an area prone to freezing. I have already expressed my vigorous objection to this in the interest of public safety, and will continue to do so. Furthermore, NFPA 13D-17 contains specific regulations and protocols for any portion of a fire sprinkler system intended for installation in an environment prone to temperature at or below 40- F.The proposed exterior installation of the back flow prevention device fails to address any one of them. If Suez wants their water meters to be installed outdoors that is their prerogative. However the backflow prevention devices are not the property of Suez nor are they under the control of Suez, and I question their authority to require or even suggest this exterior installation in an area prone to freezing. Regarding the mechanical drawings; the smaller plans as submitted measure 12"x18" and cannot be scanned on Village equipment.The code specifically requires two plan sets measuring 11"x17",which language was codified specifically to allow the Building Department to scan the documents. In addition,the mechanicals do not contain the dwelling address as per my last email. 1 Please re-submit two (2) sets of revised 11"x17" mechanical plans for each address submitted and include the specific home address on each page of the plans. I would also suggest revising the plans to show an interior installation of every part of the fire sprinkler system. Thank you. A11L4 iG (/, �ZZO Building & Fire Inspector Village of Rye Brook, NY Phone—(914) 939-0668 Fax—(914) 939-5801 mizzo@ryebrook.org z Tuesday, December 20, 2016 D E C E 0^ „� DEC 2 0 2016 Mr. Izzo Rye Brook Building Department VILL4GE OF RYE BROOK SUILDING DEPARTMENT As per our telephone conversation we have made "most"of the changes you requested. 1. Individual address never made it to the first page, but did make it to the third page A0.1 as requested.The next set of plans and all to follow will be addressed the way you requested. 2. As per the basement open cell spray foam detail- I couldn't find where it said "open cell" we use closed cell in the basement. - c oPy oF- j.vcwq.r7 . 3. As per our telephone conversation you requested we use SDWS screws.Although it may not be indicated on all pages, I do see it on 2 Rose Lane Page S1.0 top left detail and those are the screws we have on our lumber lists. 4. All mechanical plans are attached. 5. We also included a cluster plan for the first group of homes. Thank you, Jeff DuBois KIN FIEL EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS IT VV C2 ow LEFT, 2 ROSE LANE, A0.1 ARCHITECTURAL SITE PLAN Also FLOOR PLANS E25mi =1 0 123 A1.1 FLOOR PLANS Alm2 ROOF PLAN INTERNATIONAL DRIVE A2.0 EXTERIOR ELEVATIONS RYE BROOK, NEW YORK A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A&I WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC A3.2 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 50.0 FOUNDATION PLAN Rye Brook, NY 10573 So.i DETAILS S0.2 DETAILS S0.3 GENERAL NOTES NYS Uniform Fire Prevention & Uniform Building Code: Si so FIRST FLOOR FRAMING 2015 International Building Code, 3rd printing S1.1 DETAILS 2015 International Residential Code, 2nd printing S2.0 ROOF FRAMING p g 2015 International Fire Code, 3rd printing S3.0 SHEARWALL PLANS 2015 International Energy Conservation Code, 2nd printing 2015 International Plumbing Code, 3rd printing FINISHED BASEMENT NOT 2015 International Mechanical Code, 3rd printing APPROVED FOR USE AS A 2015 International Fuel Gas Code, 3rd printing SEPARATE APARTMENT OR fill COPY DWELLING UNIT 2014 National Electrical Code 2016 Uniform Code Supplement 2016 Energy Conservation Code Supplement 2009 ICC 117.1 Accessible & Usable Buildingand Facilities AS--BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION 01r Project Criteria: PERMIT# 7 Use Group: R-2 Construction Type: 5B SBL# IqE Area: 3,692 sq.ft. DATE APPRO Rolm B Volume: 32,436 cu.ft. *-- —7- now=Zz 6�1 THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION BUILDING INS CTO Village of Rye brook,NY TYPE IDENTIFICATION SIGN; V FR 7 Thurston Avenue Structural Consultant PRIOR TO"I"Hf ISSUANCE-OF C/O, Newport, RI 02840 Camera/O'neill Engineers AS RFC_-.41I0ZFD BY NY SiATE LAW. 117 Black Point Lane CordtsenDesign.com 401.619.4689 Portsmouth, RI 02871 RE MEP&P Consultant P 1A 1l -�. %V" V R.W. Sullivan Engineering AS-BUILTIFINAL SURVEY EQL ZU17 529 Main Street#203 DA ............. REQUIRED PRIOR TO C 0 R D T S E N Boston, MA 02129 FINAL INSPECTION DESIGN ENT ARCHITECTURE 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 AC BUILDINGPAPER.,ASPHALT SATURATED FELT,ASTM D-226,TYPE I,15#OR TYVEK HOUSEWRAP MANUF BY QVSWMG/OVTSRV"GLIDBVGGLAZDOORS:I%B PALLS WITH CLEAR-Ye"INSULATED,ARGON FILLED,LOW-E, SHOWER HEAD TO PILE OR SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,CITY AND COUNTY BUILDING,ZONING,ELECTRICAL,MECHAN CAL,PLUMBING 318.AND CPS IIAf ANAL OF STANDARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPONT,ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS. INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF UNITS SHOW MUNT NS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX&CLOTHES DRYER EXHAUST BOX SEALED TO GWB AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF NFORMA ION&THEY SHALL OVERRIDE ANY DUPLICA E INFORMATION PROVIDED ON ARCHITECTURAL LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR&EXTERIOR S DE OF GLASS,ALIGNING BUILT-IN CABINETS TO GWB CONSTRUCTION AND BRING ANY 44< BIIUNMBVVOUSMF.MBRANE GRACE,ICE&WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET D RECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%B MUNTIN WID"H TYP CAL,UNLESS DISCRE BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DRAWINGS) UNDERLAYMENT SEE ROOFING SPEC.FOR MORE INFORMATION. OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR,,EXTRUDED ALUMINUM USED ON EXTERIOR;USE STAIRWAYS IN CONTACT WITH EXT.WALL SEALED AT GWB DOCUMENTS TO THE ATTENTION OF THEE ANC ARCHITECT SUBMIT COPIES OF INSPECTION REPORTS,NOT CES,ETC LAN7EDVEMMLLMIRER(LVEJ:COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE FIREPLACE BOX TO GWB TO OWNER AND ARCHITECT. 2 PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND PATTERN AS IND CATED ON THE EXTERIOR ELEVATIONS.EN7RYDOOR:hY,,'INSULATED FIBERGLASS BY JELDWEN,SEE EXT ELEVATIONS FOR STYLE.PROVIDE TEMPERED COMBUST B ON A R SUPPLY DUCTS AND PIPES TO GW FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVIS ON OF A PROFESSIONAL METAL FLUES TO GWB ENGINEER ANON ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-LP LVL BEAMS TO BE S DELITES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283, 2. DETA LS 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 KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB GENERAL REQUIREMENTS THROUGHOUT.DETAILS NOTED'TYPICAL'IMPLY ALL CONDITIONS TREATED ATTENTION PA 0 TO FOOT NGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING FRAMED USING HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFYc'TOYe'THICK, WATER RESISTANCE ASTM E331,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 28,THERMAL TRANSMISSION ELECTR CAL BOXES&CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. THE BUILDING ADHERED CONT NUOUSLY WATERPROOF ADHESIVE,ASTM D-2559-76.F8=2800 PSI.E=2,000.000 PSI,STAMPED WITH R-15.49(CALCULATED). GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A 36,PRIMED,GALVANIZED ASTM A 123, NMDOW:MANUFACTURER MARVIN INTEGRITY WOOD-LTREX,SHALL HAVE INTERIOR FACTORY-PRIMED WOOD WITH OR COATED W TH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR W TH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND NSTALL 12' AIR SEAL NG MATERIALS-USE A COMBINATION OF THE FOLLOWING: 3 THE CONTRACT DOCUMENTS ARE MENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4 ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SOIL.BEARING CAPACITY OF 4000 PSI FOR FOOTINGS& PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG'S. GRACE'VYCOR PLUS',OR EQUAL,AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS,APPLY DIRECTLY TO CAULK-SEALS GAPS LESS THANYz WIDE SUITABLE FOR THE INTENDED USE OF THE OWNER.ANYTHING NOT EXPRESSLY SET FORTH,BUT WH CH IS FOUNDATION WALLS,3000 PSI FOR SLABS. PARALIAMPARALLE/STRAND LUMBER(PSI.):COMPLY W TH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING,PRIOR-0 NSTALLING WINDOW.PROVIDE&INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES =Z u+ 'Do E a REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT SHALL BE NCUDED MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS THE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION& BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED WO GAPS W(3 of 2 b o'O 5 COORDINATE UNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OTHER RELATED WORK FABRICATON OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER LEVEL MODULUS OF ELASTICITY FOR FIN SH OF HARDWARE&WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDERING.UN TS TO HAVE CLEAR INSULATED, GASKETS ,_,;, 'O c.°• BEAMS SHALL BE 1,016,535 PSI,COLUMNS SHALL BE 914,880 PS.Fe BEAMS SHALL BE 2,900 PSI,COLUMN 2,400 a�- 4 ALL DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL LUMENS ON,LOCATE ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY C au U PS.CONNECTORS TO BE ASTM A-36,PR MED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED BUILDING WRAP INSTALLED OVER EXT.SHEATHING,SEALED WITH TAPE AT JO NTS DEPRESSED SLABS,SLOPES,DRAINS,OUTLETS,RECESSED REGLETS,BOLT SETTINGS,SLEEVES,ETC 6 CURE CONCRETE BY KEEP NG MOIST A MINIMUM OF 72 HOURS N CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH GLASS WHERE REQUIRED BY STATE CODE ALL OPERABLE UNITS SHALL HAVE INTEGRAL SCREEN IF UNITS SHOW SHEET GOODS-WOOD SHEATHING,GYPSUM WALL BOARD,RIGID INSULATION,TAPED EDGES 0at � o= 0 o MUNTIN ON EXTERIOR ELEVATIONS,PROV DE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR S DE OF O — $ N STRUCT,DWG's. SHEET METAL-EDGES CAULKED U = A> 5 THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORMS.FORM MATERIALS TO CONFORM TO ACI 347,PS 1-74 PARAL AM PLUS PARALLELS RANDLUMBER(PSLPLUS?.COMPLY WITH THE NTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS %MUNTIN WIDTH _0 -2 TYPICAL,UNLESS OTHERWISE NOTED PANT WOOD MUNTIN USED ON INTER OR,EXTRUDED ALUMINUM USED ON POLYETHYLENE PLAUST C-EDGES AND PENETRATIONS TAPED AND SEALED U DETER ORATION OR DAMAGE. REINFbRC7NGBARS DEFORMED STEEL,ASTM A-015,GRADE 60 RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED N THE CONSTRUCTION WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS,WINDOWS,ETC. w c, REQVFORCYNGME4M.WELDED STEEL WIRE FABRIC,ASTM A-165. DOCUMENTS.PLUS PSL FOR USE N WET LOCAT ON AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR;USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATION.CONTRACTOR HAS THE OPT ON TO HAVE Q 6 THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, CEWLW.PORTLAND CEMENT,ASTM C-150,TYPE I OR 11. PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.THE THE WINDOWS DELIVERED WITH THE EXTENSION JAMBS NOT NSTALLED,TO MAKE IT EASIER TO INSTALL INTERIOR MASTIC-SEALS A R HANDLERS,DUCT CONNECTION 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. DESIGN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER'LEVEL.CONNECTORS TO CUSTOM S LL APRON AT MULTIPLE WINDOWS PROVIDE SHOP DRAW NGS TO ARCHITECT,FOR REVIEW U-181 OR FOR_FACED TAPE TEMPORARY SEALS A R HANDLER,DUCTS NOT ACCEPTABLE BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT OVERNYEADDOIO)b SELECTED BY OWNER PRIME&PA NT AL_S DES PROVIDE SHOP DRAWINGS TO ARCHITECT. ACOUSTIC SEALING GUIDELINES eA DRAW NGS OR THE REQUIRED CODES. AGGREGATE•FINE AND COARSE,NORMAL WEIGHT AGGREGATES,ASTM C-33. DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORD NATE W TH STRUCT. FOR REV EW GARAGE DOOR OPENER SELECTED BY OWNER. ADMIXTURES:AR-ENTRAINED TYPE,ASTM C-260 AND WATER REDUCING TYPE A.ASTM C-491. ALL CONCRETE DWG'S. AIR-BORNE SOUND WALLS,PARTITIONS AND FLOOR/CE LING ASSEMBLIES SEPARATING DWELLING UN TS FROM 7 CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL NECESSARY PER REQUIRED TO PERFORM THE EXPOSED TO FREEZING&THAW NG 6%-8%,OTHER CONCRETE:2%-4%. TYPICALFXTERIORWALL.2x6 WOOD STUDS 0 16'o.c.,UNLESS OTHERWISE NOTED FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF O� G WORK SUBMIT COPIES TO OWNER AND ARCHITECT TYPICAL INTERIOR WALL.2x4 WOOD STUDS#Wo.c.,UNLESS OTHERWISE NOTED FURNISH AND INSTAL-THE FOLLOWING. CONCRETES CONCRETE READY MIX,ASTM C-94,3000&4000 PSI COMPFRESSIVE AT 28 DAYS NOT LESS THAN 50(45 FIELD TESTED)FOR AIR-BORNE NOISE. VAPOR BARRIER.LOCATE PER DRAWINGS,10 MIL POLYETHYLENE.ASTM D-2103. NOTE.NO NTTER'OR FINISH WORK S TO BE STARTED UNTIL A WATER-TIGHT SHELL IS ACHIEVED Q QMERIOR TRIM:SELECTED BY OWNER 2 STRUCTURE-BORNE NOISE:FLOOR/CEILING ASSEMBLES SEPARATING DWE...LING UNITS FROM EACH OTHER OR * �D * 8 THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPER NTENDENT WHO SHALL BE IN ATTENDANCE AT THE PREFMORMEDJOWTFILLER:YZ ASPHALT IMPREGNATED FLEXICELL. THERMAL AND MOISTURE PROTECTION CZOUSETSFIELVQVG&BARS:SELECTED BY OWNER. I PROJECT S TE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCT ON SIPERINTETDENT.S DOVETAILANC7JORSLOTS 22 GA.GALVANIZED STEEL I FURNISH AND INSTALL THE FOLLOW NG: GLASSSAOWERENCLMURE&RATAMIRRORS.SELECTED BY OWNER. FROM PLBUC OR SERVICE AREAS SHALL HAVE AN IMPACT NSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 REQUIRED TO BE ON SITE DURING ANY CONSTRUC"ION ACTIVITY,INCLUDING WORK BEING DONE BY FLASNINGREGLM-GALVANIZED STEEL. A7712MVAB4THCA8VVEMCOUMERS:SELECTED BY OWNER. (45 FIELD TESTED)FOR STRUCTURE-BORNE NO SE. 0 SUBCONTRACTORS.IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOUNDA77ONWALL FINISH:AS CAST WITH THE FIN REMOVED.HOLES AND F'ONEYCOMBING FILLED&FLUSH CUT 2. THE FOLLOW NG SPECIFICATION SHALL GOVERN WITH MODIFICATION AS SPECIFIED HEREIN-ASHRAE HANDBOOK K/TCNEIVB BATH PLUMBINGFVfMRES&APPLU/VCES:SELECTED BY OWNER. SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPL ANCE WITH THE TES RUB W TH CONCRETE BRICK TO SMOOTH PROJECTION AND ROUGH SPOTS. OF FUNDAMENTALS ELECTRICAL FDgEfRES:SELECTED BY OWNER. 3.OPENINGS AND PENETRATIONS N CONSTRUCTION ASSEMBLES FOR PIPING,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FLOORSLABSOMERIOR)FNISH,-SMOOTH,STEEL TROWE FINISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH-ARCHITECTURAL SHEET METAL MANUAL'BY DOOR HARDWARE.SELECTED BY OWNER CABINETS,BATHTUBS,SOFF TS OR HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE SEALED.LINED AS REQUIRED SMACNA. MEDICINECANNET,•MEDICINE CABINS'TO BE LOCATED IN EACH BATHROOM(MC).SELECTED BY OWNER. NSULATED OR OTHERWISE TREATED TO MAINTA N THE REQUIRED STC RATING OF THE ASSEMBLY 9. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCHORBOL7&-YZ D'A(MIN.)PLACED W-O"O.C.(MAX)NTERMED ATE SPACING MINIMUM(2)BOLTS PER PLATE IMERIORSTAIRS:PROV DE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR SELF-SUPPORTING WOOD ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE SECTION,12'MIN.FROM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 653/A 653M WITH ZINC COATING OF 1.25 OZ.PER STAIRS.STAIRS SHALL BE SELF SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STA R SELECTED 4.FLOOR ASSEMBL ES THAT ARE CARPETED GENERALLY MEET THE MIN MUM IC REQUIREMENTS.FLOOR PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD)RESPON BLE FOR THE RESULTS OF ANY SOFT.AND.20%COPPER BEARING,24 GA.DES GNATION G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED BY OWNER. ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE AD F ONAL ERRORS,DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR FAILED STRUCTURAL STEEL BLUMTOAN ERRACF.EXTERIOR I BLUESTONE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ACOUST CAL TREATMENT OR INSULATION TO MEET THE MIN MUM IIC REQUIREMENTS. RE TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. I FURNISH AND INSTALL THE FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWNGS FOR MORE NFORMA'ION& 4. NOWRE NFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS&DETAILS.STONE TO BE SET IN I' 1-0 THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROV DEED ON ARCH TECIURAL DRAWINGS) THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TEN LE STRENGTH:ASTM D-412,TEAR RESISTANCE MORTAR BED ON CURED,SLOPED CONCRETE SLAB.VER FY STONE TYPE AND PATTERN WITH ARCH TECT PRIOR TO 5 THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR N ASTM D-624,DIE C-ULTIMATE ELONGATION:ASTM D-4 2.LOW TEMP BRITTLENESS ASTM D-1149,OZONE ORDERING.PROVIDE CONISTENTY¢'MORTAR JOINTS,COLOR&TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL Z 1 0 THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSION AND JOB CONDITION AT THE JOB AGING:ASTM D-149,HEAT AGING:ASTM D-573. CONTROL AND EXPANS ON JOINTS AS REOUARED. 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 MEELSNAPFS,PLATESANDBAR.ASTM A-992,ASTM A,36. EXTERIORDOORAND MMDOWCAUNG:CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS&HEADS w/,'r SCOTIA INCREASE THE SOUND TRANSMISSION AT THE HIGHER FREQUENCIES.THIS CAN HAVE A DETRIMENTAL EFFECT ON 0 N RECTANGULARSTEEL 7UBECOLL3M STRUCTURAL COLD-FORMED STEEL.ASTM A-500,GRADE B 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PHIS.INSTALL RED COPPER WHERE &5/4 SLOPED CAP,2'HISTORIC SILL F ELD CUT TO FIT THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUST C PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED It. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH,DEBRIS AND SHALL PROTECT COLD-FORMF.DMETAL FRAAMVG.C SHAPED STEEL STUDS,18 GA.ASTM A-446. SOLDERED JOINTS&SEAMS ARE REQUIRED.INSTALL RED COPPER FLASHING AT ALL DRIP CAPS,DRIP EDGES AT DETAILS FOR SPECIFIC LOCATION FAILURE OF EXTER OR TRIM. SYSTEMS TO OBSERVE SPECIAL CONSTRUCTION PRECAUT ONS CAN REDUCE THE EFFECTIVENESS OF w N Q= ALL ADJACENT WORK FROM DAMAGE,SOIL NG PAINT OVERSPRAY,ETC.ALL F XTURES,EQUIPMENT.GLAZING, STEEL PIPE:ASTM A-53 TYPE E OR S,GRADE B. RAKES AND EAVES,STEPPED AT ROOF INTERSECT ON WITH WALLS,ABOVE EXTERIOR RUNNING TRIM,HEADS OF AGSC:EXTERIOR MUM.Ix THICK CELLULAR PVC,AZEK OR EQUAL. x CELLULAR PVC SHEET WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. ANC7JORBOL7S ASTM A-307 WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN Id,,".5/4 THICK PVC SHALL BE USED AT LOCATION THA'ARE ADJACENT'O ANY WALL SIDING BOL7S:ASTM A-325,Yz,D A. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE FIELD CUT TO FIT REQUIRED S ZE. 6 SYSTEMS SHALL BE AIRTIGHT RECESSED WALL FIXTURES SUCH AS MEDICINE CABINETS.OR ELECTRICAL, 12. SHOP DRAWINGS ARE REQU RED FOR STRUCTURAL,MECHAN CAL,ELECTRICAL AD SPECIALIZED MSTALLAflON.COMPLY W TH CURRENT.A/.SC CODES AND SPECIFICATION AND W TH AIMS STRUCTURAL WELDING NOTE.ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER,W TH PROPER OVERLAPS.ALWAYS EX7ERI0RRALUNGSANDBALUS7ERS SELECTED BY OWNER. TELEPHONE,AND TELEVISION DEV CES,WIRING,SPRINKLER PIPES.ETC,WHIO PENETRATE THE GYPSUM BOAS, NO CONSTRUCTION SHOP DRAWINGS SHAL._BE SUBMITTED TO THE ARCH TECT FOR REVIEW FOR CONFORMANCE CODE:AND CODE OF STANDARD PRACTICE ALL CONNEC'IONS SHALL BE DOUBLE SHEAR CONNECTIONS DETAILED IN WORK FROM LOW POINT TO HIGH POINT.WATER TIGHT,WEATHERPROOF PERFORMANCE OF FLASHING AND EX7ERI0RP0RCNCEIIl1V(WEAVESOFFITS:Ix6 BEADBOARD CELLULAR PVC,AZEK OR EQUAL. SHALL NOT BE LOCATED BACK-TO-BACK OR IN THE SAME STUD CAVITY ANY OPENING FOR SUCH FIXTURES AND ' WITH THE DES GN WENT OF THE WORK. N AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH AISC REQUREMENTS FOR SIMPLE CONNECTION.CONNECTIONS SHALL BE BOLTED OR WELDED SHEET METAL WORK IS REQUIRED,WITHOUT RELYING ON SEALANTS EX7ER150RCOLUMNCOVERS:HB&G PERMACAST FIBERGLASS FOR LOAD BEARING HB&G PERMAWRAP CELLULAR PVC FOR NON-LOAD BEARING,SEE EXT.ELEVATION FOR SIZE&STYLE FOR PIPING OUTLETS SHALL BE CUT TO THE PROPER SIZE AND SEALED,ELECTR CAL DEVICES SHALL BE 0 THE CONTRACTORS SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFAC-URERS WELDINGELECTRODER COMPLY WITH AWS DI.CLASS E 70 ELECTRODES NSTATED IN FULL BOXES AND SEALED WITH A NON-HARDENING SEALANT,SUCH AS 3M BRAND FIRE BARRIER N BACKPANT METAL FLASFiINGS WITH BITUMINOUSPAINT WHERE EXPECTED TO BE IN CONTACT WITH c SPECIFICATIONS AND/OR RECOMMENDATION PRLMIERP ANT.-TNEMEC 99 OR FABRICATORS STANDARD RED OXIDE. IRNISH AND INSTALL THE FOLLOWING: CEMENTITIOUS MATERIALS OR DISSIMILAR METALS. GYPSUM WALL BOARD: MPP-.S MOLDABLE PUTTY PAD OR EQUAL. +- G4LVANITJNG:ASTM A-123 Z N WATER-RESLSTANT./Z UM IMPERIAL GYPS BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. 3 ALL MANUFACTURERS PRNTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT:NON-SHRINK,NON-METALLIC PREMIXED GROUTING COMPDNO. 6. ALUMINUM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAWINGS FOR LOCATION GUTTERS:COAT MRERATED n7E I7r.Ye'GYPSUM BOARD ON WALLS&CEILINGS OF GARAGE 7 THE ENT RE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE A RTIGHT TO PREVENT SOUND 0 N WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EXECUTION:PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURN NG OF HOLES.DO NOT USE 'OGEE'STYLE,43',;H GH x 6'WIDE w/BRACKET HANGERS 0 18'o.C.DOWNSPOUTS:CONT.2)'4*x 4►'4', VENEER PL WER:ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SO�,ND FLANKING AROUND THE ASSEMBLY AND THROUGH I`__ (1) 6- PRODUCTS OF ACCEPTABLE MANUFACTURERS.WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR SERV CE CUTTING TORCHES IN THE FIELD FOR CORRECTING FABRICAT ON ERRORS IN THE STRUCTURAL FRAMING CONNECTED TO PVC DRAIN REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRAIN. ACCORDANCE WITH ASTM C-587 C-754,C-8" FINISH OF PLASTER ON WALLS AND CEILINGS SHALL BE SMOOTH ASSEMBLY PENETRAT ONS.FLEXIBLE SEALAW OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q 0 FOR THREE YEARS.USE EXPERIENCED NSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT TIOUCH-UPPAIN7:-IMMED ATELY AFTER ERECTION,CLEAN~IE D WELDS,BOLTED CONNECTIONS AND ABRADED &READY FOR PA NT THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR f \ U DELIVER,HANDLE,STORE,AND INSTALL MATER A_S IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AREAS OF THE SHOP PAINT APPLY PANT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7. ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB,CONFORM NG TO U.L.CLASS'A' ACLEYSORIPS FIBERGLASS MESH JOINT RENFORCEMENT,GALVAN ZED STEEL CORNER BEADS,VINYL'J' SURFACES WHERE PERIMETER RELIEF IS REQU RED.THE SPACING MID rw1"BER OF MECHANICAL FASTENERS IS — (n E PANTING.USE GALVANIZING REPA R PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER FIRE RESISTANCE.U.L WIND RESISTANCE ASTM 03462&ASTM D3018 TYPE 1 W TH A MIN.30 YEAR MANI CHANNEL,CAS NG BEADS,CONTROL JOINTS,ETC.AS NEEDED. ALSO OF GREAT MPOR'ANCE IN ACHIEVING A LISTED STC OR IIC RATING — 4 AT CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS IN GALVAJN ZED MEMBERS WARRANTY COLOR AS SELECTED BY ARCHITECT.SH NGLES SHALL BE INSTATED PER MANUFACTURERS CERAMIC77LE:CERAMIC TILE.MARBLE TILE&ACCESSORIES COMPLYING WITH T lE COII`IGL OF NORTH AMERICA 0 DOCUMENTS SHALL BE THE LATEST EDITION. QUALRYCON7ROL:INSPECTION OF FIEND WELDS SHALL BE IN ACCORDANCE WITH AWS STRUCTURAL WELDING INSTRUCTIONS.PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE&WATER SHIELD'OR APPROVED EQUAL, INC.IN COLORS AND PATTERN SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE 8,PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO BE EFFECTIVE FOR THE LIFE OF THE BUILDING,SEALANTS Lj_J U SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES.EAVES,RAKES,VALLEYS,HIPS. APPROVED MANUFACTURER.MANUFACTURER TO BE AMERICAN OLEAN FOR CERAMIC TLE AND MARBLE TECHNICS CODE.' ASPECT ON OF F ELD ASSEMBLED BOLTED COnTNECT ONS SHALL BE IN ACCORDANCE WITH SECTION 6.A/SC. ROOF-TO-WALL NTERSECTION,AROUND ALL ROOF PROJECTION,AND ENTIRE ROOFS THAT ALA FLATTER LTD.FOR MARBLE TILE OR EQUAL.INSTAL_:N COMPLIANCE WITH PERTINENT RECOMMENDA"ONS CONTAINED IN MIST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CAULKING IS UNSATISFACTORY AS AN Z � 5 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVALOF THE ARCHITECT/ THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL ICE&WATER SHIELD'FROM THE EDGE OF THE ACOUST CAL SEALANT S NCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT IS CRITICAL.THE Z 0 ENGINEER. ROUGH CARPENTRY THE 2008 TILE COUNCIL OF AMERICA'HANDBOOK FOR CERAMIC T LE INSTALLATION'AND MANUFACTURERS O ROOF TO M NIMUM 24"INSIDE THE EXTER OR WALL LINE.INSTALL PER MANUF. N. PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE S DE OF AN ASSEMBLY AND THE I. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AM CODE MOOIF CATIONS AS INSTRUCTIONS. INSTALLAT ON INSTRUCTIONS.ALL WALL&CEILING TILE TO BE INSTALLED ON'z REIN.CEMENTITIOIS BOARD.HARDWOOD PRE-FINISHED AND INSTALLED PER MANUFACTURERS NSTRUCT'ONS.MATERIAL TO BE T&G OTHER.WH CH REDUCES THE POTENTIAL FOR FLANKING NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS � 6 CONTRACTOR SMALL PROVIDE,PAY FOR AND MAINTA N.BUNT NOT BE LIMITED TO,THE FOLLOWING SERVICES SPECIFIED HEREIN w Lu A. AMERICAN NSTITUTE OF TIMBER CONSTRUCTION STANNDARDS MANUAL 8. WALLS DING SHALL BE HORIZONTAL'HADDIE PLANK'LAP SIDING WITH%EXPOSURE.COLOR AND TYPE SHALL I'x-OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A MINIMUMYr•GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL U Q diDURING CONSTRUCTION.POWER,METERING,TELEPHONE,FAX,CONSTRUCTION EQUIPMENT,DEWATERING AND B. NAT ONAL FOREST PRODUCTS ASSOCIATION.NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION BE SELECTED BY ARCHITECT. INSTALL OVER 15#BUILDING PAPER OR TYVEK HOUSEWRAP.INSTALL PER VEIMSHEBTFLOOR:COMPLIES WITH FEDERAL STANDARD:FS L-F-475,TYPE 11,GRADE'A',TH CKNESS.080, AND ALSO AT THE SLB SHOULD FLOOR.SEALANT SHOD BE APPL ED TO FILL THE PERIMETER GAP BETWEEN THE w u Q PUMPING,HEAT NG,LIGHT NG AND ACCESS.CONTRACTOR SHALL PROV DE,BUT NOT BE L MIXED TO,THE c- SOUTHERN PINE INSPECTION BUREAU STANDARD GRAD NG RULES FOR SOUTHERN PINE LUMBER MANUFACTURERS INSTRUCTION. SHEET WIDTH 6'-0'. INSTATED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T&G I'x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURROUNDING FLOOR,WALL AND CEIL NG COMPONENTS.CAULKING SHOULD NOT 0 Lnn 0 FOLLOWING SECURITY AND PROTECTION:F RE EXTINGUISHERS,BUILDING ENCLOSURE AND LOCK-UP D. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE S LL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY. ENVIRONMENTAL PROTECT ON,PEST CONTROL,SNOW AND CE REMOVAL CONTRACTOR SHALL PROVIDE (TPI-74). 9. INSTALL WATERPROOFING&PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE RESUJFJVTFLOOR:INSTALLED PER MANUFACTURERS INSTRUCTION.AS SELECTED BY OWNER. SANITARY FACILIT ES,DRINKING WATER,CLEANING AND RUBE SH DISPOSAL E. AMERICAN PLYWOOD ASSOCIATION:GU DE TO PLYWOOD FOR FLOORS,PLYWOOD SHEATHING FOR WALLS AND FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D 5385 CARPETFLOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. 9 NSULATON IND CATED TO BE PROV DED N A WALL ASSEMBLY SHALL BE THE SAME DEPTH AS THE WALL STUD ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK S COMPLETE,FOR CONTINUOUS SEA_ PALM;•INSTALLED PER MANUFACTURERS NSTRUCTIONS.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE F AMERICAN WOOD PRESERVERS ASSOCIATION S I ANDARDS INSTALL PER MANUFACTURERS INSTRUCTIONS. (1)PRIMER COAT AND(2)FINISH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP&BOTTOM FRAMING UNLESS OTHERWISE REQUIRED BY CODE,REGULAR UN-FACED GLASS FIBER OR MINERAL WOOL 17 CONTRACTOR SHALL PROVIDE THE FOLLOWING,PRIOR TO SUBSTANTIAL COMPLETION:PUNCH LIST NSULATON IS ACCEPTABLE.DO NOT OVERSTUFF THE NSUATION,AS THIS WILL REDUCE THE ACOUSTICAL SUPPORTING DOCUMENTATION,WARRANTIES,CERT FICATION,OCCUPANCY PERMIT,START-UP AND TESTING OF OF ALL DOORS TO BE PANTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR T PANTING.APPLICATION MAY BE 2 ALL STRUCTURAL LUMBER SHALL BE STAMPED N ACCORDANCE WITH THE AMERICANS INSTITUTE OF TIMBER Ip, SINGLE PLY EPDM MEMBRANE ROOFING,60 MILS THICK,FULLY ADHERED,SIRE-SEAL DESIGN A,BY CARLISLE OR BY BRUSH,ROLLER OR BY SPRAY IF PANT IS FORMUALTED FOR SPRAY APPLICATION. NI ONERIOR PANT STALL BE PERFORMANCE OF THE ASSEMBLY �L BUILDING SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF_IENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTION'CONSTRUCTION MANUAL' " APPROVED EQUALINSTALLPER MANUFACTURERS NSTRUCTIONS. M.A B OR APPROVED EQUAL.READY-MIXED PAINT SHALL NOT BE THINNED,EXCEPT AS PERM TIED IN THE O FOLLOWING,PRIOR TO F NAL ACCEPTANCE FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVI-S AND APPLICATION INSTRUCTION.COLORS TO BE SELECTED BY THE OWNER. CONSULT WITH PANT MANUFACTURER FOR 0 RESILIENT ME 1 A-COMPONENTS:RESILIENT CHANNELS SHALL BE DIETRICH PC DELUXE RCSD RESILIENT COMPLETED PUNCH LIST 3 ENGINEERED LUMBER ODIC TS HAS BEEN SELECTED BASED ON E SUBSTITUTED LVL AND PROVIDED AL PSL PRODUCTS II. FLEXIBLE,100%WATER-BLOWN,OPEN&CLOSED CELL POLYISOCYANATE SPRAY FOAM INSUATON FIBERGLASS PROPER PAINT AND PR MER TO BE USED ON CELLULAR PVC ALL NAIL HOLES&ROUGH FINISHED WOOD TO BE F LLED CHANNELS POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THEY CONNECT,M LE BY E SES AND E PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE BATT INSULATION,DEPTH DETERMINED BY STUD OR JOIST.INSTALL JUST BEFORE GYPSUM BOARD AND AFTER AM SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COA'S. PROVIDING THE S-RENGTH TO F RMLY SUPPORT THESE COMPONENTS.A CONCERN IN THE INSTALLATION OF SITE WORK STRESSES AND SECTION PROPERTIES"MEET OR EXCEED THOSE PRODUCTS INDICATED. ROUGH ELECTRICAL AND PLUMING. INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPECIALTTSfi KITCHEN ACCESSORIES,BATH ACCESSORIES,F REPLACE HARDWARE&M SC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESI IENT CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE I PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION,GEOLOGICAL 4 DESIGN,FABRICATION AND NSTALLATION OF TRUSSES AND SHEET META_CONNECTORS SHALL BE IN GYPSUM BOARD INSTALLED PRIOR TO SPRAYING. INSTALL THE FOLLOWING PER MANLrACTIRERS INSTRUCTIONS SCHEDULE AND SPECIFICATION.ALL ITEMS-0 BE INSTALLED PER MANUFACTURERS INSTRUCTIONS FASTENER.THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JO ST.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 SPECIF CATIONS: EXTERIOR WALLS R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHNIQUE IS TO PACE SCREWS ONLY BETWEEN �— VJ ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOILS A SUPPLEMENT TO ENG NEERING BULLETIN#SE-266,DATED 4-19-00 OF A.S.DIVISION FHA 1-4-61. ROOFS,EXPQSEDCFIUNGT,CAMII.EVF.RS,OVERAANGV.R 38 OPEN CEL_'X'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STUDS OR JOISTS THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON NSTALLATION AND THUS A MIN MUMX* 2:ENGINEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT F A e. NTERNATIONAL CONFERENCE OF BUILDING OFFICIALS REPORT#'7414 5,DATED 9-6-86. BARRIER THE BUdD;NG THERMAL ENVELOPE SHALL BE DURABLY SEAL-70-0 IMIT A AL R NFILTRAT ON.THE SEALING CLEARANCE BETWEEN T AND THE ADJACENT ASSEMBLY IS REQU RED THE RESILIENT CHANNEL SHALL BE U. DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR SHALL NOT PLACE c DES GN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES.T.O.I.70. RANDJOLYM R-21 OPEN CELL SPRAY FOAM. uj � M MET-+ODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIA_EXPANSION AND CONTRACTION INSTALLED PER MANUFACTURERS INSTALLATION�NSTRUCT'ONS. `-'RERT FOUNDATION MlJOLT73v R-58 CLOSED CELL SPRAY FOAM. _ ' 5. FOR TRUSS CHORD AND WEB MEMBERS,PROVIDE DIMENSION LUMBER OF ANY SPECIES,GRADED VISUALLY OR GlRAGECEIZMG.R-30 OPEN CELL SPRAY FOAM. � I `I MECHANICALLY,APZ CAPABLE OF SUPPORTING REQU RED LOADS WITHOUT EXCEEDING ALLOWABLE DES GN PARTYSEPARA77ONWALL.3Y{FIBERGLASS BATT ATTENUATION. 2 OPENINGS AND PENETRAT ON IN THE BU LDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR It•PIPES AND ELECTRCCA_CONDUITS SHALL BE CONCENTR CALLY PLACED W TH N THE WALL AND FLOOR/CEILING C O r- 2. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL.ALL CONCRETE FOOT NGS SHALL VALUES ACCORDING TO AF&PA'S'NATIONAL DESIGN SPECIFICAT ONS FOR WOOD CONSTRUCTION"AND ITS CLOSED WITH GASKETING SYSTEMS COMPAT BLE W TH THE CONSTRUCTION MATERIALS AND LOCATION. � O FIRES717P:ROCK WOOL OR THERMA FIBER TO ACHIEVE RAT�NG ASSEMBLES,UNLESS OTHERWISE REQUIRED PER F RE AND OTHER CODES. BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL BOTTOMS OF FOOTINGS SHALL BE 3'-6'BELOW FINISH 'SUPPLEMENT'. GUPAGESEPARA770NWALL:R 21 F BERGIASS GATT JONTS AND SEAMS SHALL BE SEALED N THE SAME MANNER OR TAPED OR COVERED W TH A MO STORE x � L r— GRADE(MIN.) UNFINbSfIEA�FINISIQ.DBISF.MFMSEPARA770NWALL:R-15 FIBERGLASS GATT VAPOR-PERMEABLE WRAPP'NG MATERIAL SEAL NG MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 2 REFER TO OTHER DRAWINGS,DETAILS MID SPECIFICATION FOR ADDITONA INFORMATION PERTAINING TO WALL N cn 1 6. FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS UNF7NISNEDBASEMEIVTCEILING,R-30 FIBERGLASS BATT MATERIALS SHAL_ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCT ON MATERIALS. AND FLOOR/CE L NG ASSEMBLIES. ^, 3 NO EXCAVAT ONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING S GREATER THAN HALF THE 7 UNLESS OTHERWISE NOTED.FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY FINLSMEDBASEMENTCEILING.R-30 OPEN CELL SPRAY FOAM. � W HORIZONTAL 01STANCE FROM THE NEAREST EDGE OF THE FOOTING A REGISTERED PROFESS ONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS FINLTHEDPF.RIMETERBASEAgNIWALG R-14 CLOSED CELL_SPRAY FOAM. 3. OUTDOOR AR INTAKE AND EXHAUST OPENINGS NIEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 13 THE FOLLOW NG TEAS SHALL BE CAULKED,GASKETED,OR OTHERWISE ACOUSTICALLY TREATED,WHERE 3 � Lo ^' NDICATED ON DRAWINGS WITHIN PARAMETERS L STED MUAWJ--FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MUDSILLS AND CONCRETE FOUNDATION WALL WITH NOT LESS THAN A CLASS I MOTORIZED,.EAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT OWEL_'NG UNIT SEPARAT ON WALLS,CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES. - �/ \�I 4 ALL BACKFILL AT STRUCTURES,SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.RACE IN DOORSANDWINDOWR-CONT:!NL'OUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO CFM PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED - 8. SHOP DRAW NGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REG STERED IN THE STATE OF PROPOSFD FRAMING.NOTE.DO NOT FILL ENT RE VOID,TO PREVENT FRAME DISTORTION. APPLY MINIMUM AMOUNT OF 8 LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED N ACCORDANCE WITH ASTM 0-1557 TO BE USED UN BUILDINGS LESS THAN THREE STORIES N HE GH'ABOVE GRADE. STAGGER&OVERLAP JOINTS IN MULTI-LAYER GWB WALLS&CEILINGS - BU WING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR N THE FOUNDATION. CONSTRUCTION,SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICAT ON.SHOP FOAM REQUIRED TO AIR SEAL GAP n) N DRAWINGS SHALL INCLUDE THE FOLLOWING TEMS: Y,SEALANT JO NIT AT GWB TO SUBFLOOR&CEL NG AT DWELLING UNIT SEPARAT ON WALLS �v A DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 4. VESTIBULE DOORS THAT SEPARATE CONDIT ONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED W TH t2. JO NT SEALERS TO COMPLY WITH MANUFACTURERS NTRUCTION APPL CABLE TO PRODUCTS AND 'a'SEALANT JO NIT AT GWB TO SUBFLOOR&CE'L.NG,GWB TO DOOR FRAMES AT CORRIDOR WALLS I 5 BACKF LL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN B. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERW SE) SELF-CLOSING DEV CES. APPL CATIONS INDICATED AND TO THE FOLLOWING SPECF CATIONS:ELASTOMER C SEALANT:ASTM C-926 FLEXIBLE GASKET(SMOKE SEAL)AT DOORS N CORRIDOR WALLS&SEA_AT BOTTOM OF DOOR - AWY DIRECTION,DEBRIS,ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS.PLACE IN 12"LAYERS AND AND/OR POINT LOADS. SOLVENT-RELEASE-CURING SEALANT ASTM C-804 LATEX SEALANT:ASTM C-790,ACOUSTICAL SEALAN ELECTRICAL PANEL SHALL NOT BE LOCATED ON UN T SEPARATION OR CORRIDOR WALLS 0 COMPACT TO 90%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-557 c. TRUSS CONFIGURAT ON DRAWING GIVING STRESSES ON ALL MEMBERS,REACTION AT SUPPORTS AND ASTM C-919 U.INCLUDE BACKER ROD AS NEEDED SEALANT SHALL PROVIDE PERMANENT,ART GHT, 5 RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR SEAL EXHAUST VEN"RATION DUCT JOINTS AND SEAMS WITH MASTIC STRESSES ON ALL MEMBERSNCUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES RECESSED LUMINAIRES SHALL BE IC-RATED - n` SEAL WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS VJ 6. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STOIC CAPABLE OF SUPPORT NG q HANGERS,FRAMING ANCHORS AND FASTENERS:PROVIDE AND INSTALL 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 PUTTY PADS OR APPROVED EQUAL N 3000 PSF. THE TYPE IND CATED AS REQUIRED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC DOORS AND WINDOWS A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING SEAL WIRING INTO ELECTRICAL BOXES&RECESSED LIGHT HOUSING TO GWB - O USE.NAILS SHALL BE FILLY DRIVEN IN ALL HOLES IN THE ANCHOR MANUFACTURER TO BE"SIMPSON'OR I• REFERENCE STANDARDS FOR DOORS AND W NDOWS SHALL Bt AS FOLLOWS 14 BUILDING MATERIALS DIRECTORY INC..NDERWRITERS LABORATORIES, . PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING 7. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH S DE OF WALLS DO NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. 6 THE FOLLOW NG SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALE D WITH AN AR SEAL PLUMBING P PES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS I w CURED AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED. B. NATIONAL F RE PROTECTION ASSOCIATION PAMPHLET#80 STANDARD FOR FIRE DOORS AND W NDOWS BARRIER MATER AL,SUITABLE FILM OR SOLID MATER AL ROCK WOOL AND FIBERGLASS BATT INSULATION ARE c. NATIONAL WOODWORK MANUFACTURERS ASSOC ATION:'S.1078:WOOD FLUSH DOORS. SEAL PLUMB NG P PE PENETRATIONS THROUGH GWB z ^' 10. ALL HEADERS AT BEARING CONDITION SHALL BE SIZED AS SHOWN ON DRAWINGS. D. AR LEAKAGE:ASTM E283. NOT ACCEPTABLE AS AN AR BARRIER MATERIAL. PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH TUBS AND SHOWERS `v 8 REMOVE ALL EX STING FOUNDATION WALLS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDATION. E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR&SHOWER ENCLOSURE TO SUBFLOOR AND WALL - II. ALL HEADERS AT NON-BEARING CONDITIONS SHALL BE SIZED AS INDICATED IN THE FOLLOWING TABLE,UNLESS AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND 9 EXCAVATION AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0'BEYOND NEW FOOT NG LINE. OTHERWISE NOTED: 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AR INF LTRATION STANDARDS OF THE 1972 MUDSILL TO FOUNDATION&RIM JOIST TO MUDSILL&TOP PATE TO RIM JOIST PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEON TO GWB x AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 IDES PER SUBFLOOR SHEATHING TO RIM JOTS T BETWEEN CONDITIONED SPACES SEAL.ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR 0 THE GENERA-CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROS ON OF STEEP BANKS DURING OPENING SIZE HEADER S ZE SOFT&SHALL BE CERTIFIED AND LABELED. SUBFLOOR SHEATHING T&G AND SQUARE EDGE JOINTS z UP TO 4*-T (2)2x6 SEAL RECESSED HEATERS(PTACS)TO GWB CONSTRUCTION.WHEN NEW CONSTRUCTION IS COMPLETE.THE GENERAL CONTRACTOR SHALL REGRAD= PARTITION WALL STUDS AT EEXTER'OR WALL INTERSECT ONS NSJLATE DUCTWORK LOCATED WITHIN FLOOR/CE LING ASSEMBLIES Ili DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT 4'-0'TO 6'-0" (2)2x8 3. GLAZING N DOORS AND W NDOWS SHALL BE EMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES EROSION. 6'-0'TO 9'-0' (2)2xI0 DROPPED CEILINGS,SOFFITS AND CHASES SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB - L EGRESS WINDOWS ON SECOND FL-OR MAY NEED L MITING DE%:ES THAT HA/E RELEASE MECHANISMS SEAL K TCHEN AND BATH EXHAUST FAN HOUSING TO GWB 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITION RUNNING PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING ATTIC KNEEWALLS AND JOIST CAVITIES UNDER ATTIC KNEEWALLS SEAL CLOTHES WASHER VALVE/DRAIN BOX&DRYER EXHAUST BOX SEALED TO GWB FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PAN.PROTECT LANDSCAPE ITEMS,THAT UNDER ALL POINT LOADS AND COLUMNS. TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRA NS TO SUBFLOOR i SEA"BUILT-N�.491NNFTS TO GWB _ ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM THE AREA ON 13. FURNISH AND INSTALL THE FOLLOWING: 5. BUILDING ENVELOPE FENESTRAT ON MAXIMUM U-FACTOR&SHGC REQUIREMENTS: MASONRY FIREPLACE TO SlBFL00R FASTEN CEILING MOLDING TO WALL ONLY,PROVIDE SEALANT JOINT AT CEILING THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE 11 FIXED FENESTRATION U-FACTOR:0 58,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 FLOORRE • AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE LIGHTFRAMEVGLUAIRER:ALL TOP AND BOTTOM PLATES,WALL STUDS SHALL BE DOUG FIR LARCH STUD GRADE U-FACTOR.0 77 SHGC PF<0.2=0.40.SHGC 0 2<PF<0 5=0.48 SHGC PF>0.5=0.64 HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC®ISTER BOOTS SEALED TO SUBFLOOR PROVIDE VIBRATION'SOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE x IN APPROVED LOCATION. OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDES.19%MAXIMUM SKYLIGHTS-U-FACTOR 0 50&SHGC 0.40 EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEALED WITH MASTIC MOISTURE CONTENT.2'NOMINAL IN THICKNESS AND 4'NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY WIRING&PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATER ALS:USE A COMBINATION OF THE FOLLOWING: 11 12. FURNISH AND INSTAL_,N ALL AREAS DISTURBED BY CONSTRUCTION ACTIV TIES AND ANY AREAS INDICATED ON STANDARDS,ATC 105. 6. FURNISH AND INSTALL THE FOLLOWING: WIRING INTO ELECTRICAL BOXES NON4IARDENING CAULK-SEALS GAPS LESS THANYz WIDE THE SITE PLAN,4'CLEAN LOAM AND GRASS SEED.COORDINATE W TH AL_OTHER SITE WORK. 7RFATEDLUMBER:SOUTHERN YELLOW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL SPRAY FOAM-F LLS LARGE GAPS AND SMALL HOLES EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY.CONCRETE OR GROUND.TO BE USED FOR EXT WD PRE•AUNGINTERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT AIR SEAL THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION: BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDSILLS. STADARo ANSI/AHA 135.4-1982 AND NWWDAI.1 86,SEC 3.73(B).MAMFACTIRER MASONITE CORP.OR ARCHITECT 11 13. FURNISH AND INSTAL_PERFORATED PVC PIPE AND FITTINGS AROUND PER METER OF FOUNDATION FOOTING. Y'SEALANT AT GWB TO SUBFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS BLOCMGANDNAQERS: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 ` GASKETS-NEOPRENE,RUBBER,FOAM SURROUND PIPE WI-H CRUSHED STONE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING,HANDRAILS,RAILINGS.BATHROOM ACCESSORIES.PROVIDE DOOR FRAMES&WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS ACOUST CAL SOUND MAT MEMBRANE ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL FURNISH AND INSTALL DRAIN PIPE, FIRE-BLOCKING AS NECESSARY,PER CODE. OWNER.FABR TS,TH FURNISH AND INSTALL AT TESTED D DOORS TO ACHIEVE O MIN.F RE RATING; TUB/SHOWER ENCLOSURE TO GWB CLEANOIITS,ETC,AS NECESSARY 8 DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIV L DRAWINGS INCLUDE GASKETS,THRESHOLDS,ETC.FOR ll TESTED ASSEMBLY DOORS SHALL SELF-CLOSE. GYPSUM BASED UNDERLAYMENT AT WOOD Sl8FL00R5 PLYWOOD APA RATED Y'r,'ADVANTEK,TONGUE AND GROOVE GLUE&NAIL.ADHESIVES CONFORMING EX7ERIORDOOR:MANUFACTURER MARVIN INTEGRITY WOOD U-TREX,SHALL HAVE INTER OR FACTORY-PRIMED ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES ' W TH PERFORMANCE SPECIF CATION AFG-01 SHALL ONLY BE USED. WOOD WITH FIELD-APPLIED PANT FIN SH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE& ATTIC ACCESS PULL-DOWN STAIRS SEALED WITH WEATHERSTRIPP NG ON COVER RESIL ENT CHANNELS-DIETRICH RC DELUXE RCSD ROOFSNE177iDVG:APA RATED%*EX'ERROR GRADE PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER L FURRING x INSTALL CORROS ON RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATER SPRAY.VERIFY RECESSED LIGHT HOUSING TO GWB SOUND ISOLATION CLIPS USED WITH META_FRING CHANNELS THAN 24'O C WITH OWNER/ARCHITECT FOR SELECTION&FINISH OF HARDWARE&DOOR ALMINUM PANT COLOR PRIOR TO RECESSED WALL HEATERS(PTACS)S.A.D TO GWB WALLSHEATHING.APA RATEDY{COX PLYWOOD OR P,'a OR ENTED STRAND BOARD(OSB). GYPSUM WALL BOARD(GWB) ORDERING.VERIFY ACTIVE PANELS ON DOUBLE SWING DOORS,PRIOR TO ORDERING.PROVIDE SHOP DRAWINGS TO HVAC GRILLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES - ARCHITECT,FOR REVIEW. FL1 313.00 G 312.42 G 311.25 G 311.83 FL1 307.50 G 306.92 G 305.75 G 306.33 FLI 297.00 FLI 301.50 G 300.92 C 1 FLI 294.50 G 296.42 G 299.75 G 300.33 C l A FL 1 292.50 G 293.33 A / fn ,Ft 1 291.00 G 291.92 G 290.42 A Cl7 C1.USlER W BR BL %Moe BL 9 CLUSTERX CKLE LANE ,. UA i� NEYSU „,Omciv° Vv BR CLUSTER Y H 0 - O u+U CLUSTER 2 Y L m e,a, _o- p o CLUSTER P A _� FL 1 3h 3.00 - O ~ N 11 C N CC CL STER BB S U C E L A N E � Z R G A2.42 U x r aa) T; CLUSTER O N E Y K FLI 305.50 = 009 _ u H G 304.92 a B L r. � C: Z L FLI 312.00 r�2 FL'294.50 rn G 311.42D� G 293.33 B R e D Y R c BL FLI 305.50 m FLI 293.50 BR G 304.92 G 305.92 Z3� Z L FLI 311.00 W/O 720 G 310.42 G 292.92 D m_ Z R �p p FL 306.50 r G 294.33 G 305.92 1 O I /� G 305.92 r m Z Y L FLI 310.00 O FLI=94.00 gL y m m c w/O OO v. FLI 295.50 FL'306.Sq A r C 1 G 305.92 m G 309 42 G 293.42 A G 294.33 G 305.92 Z R Z ; m J m Z r G 294.92 G 305.92 �' FL 1 309.00 C 1 / G 3o9.a2 FL lW/o'° BR O z G 304.42 N Y R z G 294.92 r" p FL1296.50 FL1305.00 �. ;�' _... _ w - B L G 295.92 G 304.92 C 1 N A G 304.42 ---- - - - FLI 296.00 g L A �', r W/O 3 A m cr m G 295.42 A N R FL'305.50 A A G 303.83 Z �Q C� G 304.33 O C 1 O ' J CN FLI 297.50 gR 70 VG O �,%�::' ice/ NOTE w FOR DIAGRAMMATIC PURPOSES W/O G304.33 7 Ceti �� ONLY. REFER TO CIVIL G 296.92 FL1 298.00 OG ;' DRAWINGS FOR ALL RELATED � � CN G 297.42 �E` % SITE WORK -J •- G FF 302.50Q rt, LEGEND. 0 FL 298W/o.00 B L GG 297.42 a �- A"UNIT BR-"BRIGHT'UNIT F-- G297..42 BL O �� BL-"B LEFT"UNIT U O U O F 1 303.50 Cl- "C"UNIT.MASTER UP LLJ t G 302.92 C2-'C"UNIT,MASTER DOWN' �_ 0 0 YR-"Y RIGHT"UNIT Z = Z 0 )o G'?90�. ti YL-"Y LEFT"UNIT r 1 BR a L / C 1 (� F �`° G302.42 ZR-"Z RIGHT"UNIT C U !Gs ZL-"Z LEFT"UNIT F2 � w FL1 298.00 / a l�0 FL1 303.00 W/O-WALKOUT w Q < Q W/O FLI 297.00 � G 297.42 / G 296.42 G 301.42 ^ G 302.42 p v> p C 1 p �s A G 205 83 FL l 302.0 A>0 G 302.42 G�, G 300.83 G 296.42 ��o � C 1 C, 5 FL'302.50 A l �'� G 300 83 i gel , C 1 G 30'.92 tp FLI 297.00 G 293.42 „''"" J}' 9 0 W/o ti C 1F` G 295.83 FL'294.00 ' ;� do B L 16 G 293.42 G 302.44 G 300.92 W y s� G 295.83 �� A G 292.83 , ,'�j%/� ti :F� Z 3 1/4% �� FLI 303.00 ��/;; F C' w C` ,' }' W/o / 1` FL 301.50 •� G 302.42 i�% 1' G 300.92 �J O N �%� O( t j �,•� G 30'2.42 GJ f� Cl 0 G 289.42 ` ' 10 �O A 0300.33 L r- N Cc F�l 290.00 „ G 289.83 ,' V Lo W/O C 1 �'`�' FLI 302.50 G 289.42 i FL'291.00 W/o ;" N G 288.83 A r, ,� '' G 289.83 G 301.33 / �. 5 !/ G 30r.33 G 298.42 G 289N �4 , A .83 �, Z FL'288.50 W/O �. �, 1 FL1291.50 G 287.92 / C��JS' G 290.92 FLI 299.00 C 1 ram. 298.42 \: ^^`` BL •v° 1 \�;4 \ `� '�q` G 29'1.83 �, G 297.83 N BL FL 1 293.00 �a 0 G 'P '�% G 292.42 FLI 294.50 C 1 Cz ,�P /i G 293.82 (N C 1 G297.83 in-' ::'- • v ,; , F}1 290.00 � C 1 W/O Cc\� CzUSTF�G / FL12997.83 G G 289.42 %' VSTF F G` ,, 1 R %,•` - - - •�. :, .,>G�J., G~288.83 _• - _, C��ST ER Z G C 1 _ FE G 298.44 BR Cl Ct US E F 7 -' FJ-1 288.50 G 290.33, / CLUSTER DID Z _ } W/o28 FC1 291.50 % Cl O c<+ 41299.50 _ --- - -- i G 287.92 W/O � B R G 298.42 � G 298.92 _ � I G 290.92 G 29D.92 �•� BR FLl 299.0o ABR FL o W 35Q 298.42 G 292.92 FLl- -�� _ _ �r � __,�� �� _ -- 24a.5o - = '� ' W/o FL129s.5d G 293.92 G 298.42 UNIT C2 LEFT UNIT "All UNIT "Cl" RIGHT G294.92 I� *-4 2-5 *-4* 2-5��k--# -�` ----------------- --------- ^�`"�` e_ r _ �I LTA r a � i DECK ABOVE �t t.r'! O COLUNN COVERS _T 4 O'CONIC O CONC 3 SONOTUBE SONOTUBE i I A3 0 FOOT'N5 FOOT NG i -`} 2-5 _4 2-5 -4 -O" I .fl I I 24 x60 I O i.�i<.` i.L i<.L i i<.'�V I BLU=STONE Z z�++ ' SLAB ' ` �'� �� '� '�� ` �'� '�'' W�_ c ccli v ' 36-7 o o, 1 5-8 `t `t 36-7 `fi/`fi `� `t n '"�►'' a 5,- 0uiU G --o O ' ; E5RES5 HELL O v' oe 0 o 0 0 ------------�-0/2 23'-3y2 5 w/STEPS 35'-4' S O - 5 a v r-- - ----------- -- ---- ------------------------------------------------------ ---------- -- U = m O --- - -------------------------------------------- ---------------- ------------------------------ --------------- - �- U o 3i63�-Nf' -- Sri-tPr--3T6SCSTT1------- -------------------------------------- F------------------------ ---------------ti -- ----- ------------------------------ r rEMFERED l3)2x6 TE tF�RED I I i i r----- - ----- ----- (TYP') i I b� ' Q' I 2x/-STUD HA_L i I �� SEE DETA L5 r UP ul 1 I 6 I I 1 w 7 36 H 15-Q ' I I I I I I GUARD/ I HANDRAIL 6 W FINISHED UNFINISHED ' ( ' ' s II 1:1 BASEMENT UTILITY �- -J i 3-8Y A3.1 A3.1 -r-O ' l i i < $ UNFINISHED ------- ' z ------- z UTILITY I - - I .0 .O Nj 2x4 STUD HALL I _______ SEE DETA LS FINISHED -- --- Z 1 I BASEMENT --CL T ' , m w I I I I bl I SEE NON-AAL<OUT I 2x�STUD HA_L I , I , 1 I }b BASEMEV�FLOOR SEE DETA LS PLAN FOR i i i ti0�SJ� 2x6 STJD NAL_ NFORMAT ON IN i i ' m 5-0 5-SV2 THIS AREA i ( i ' , 0 cx6 NT WAU I I Cal ! i C2"x6O"TUBcI SHOWER, I C/) cn Z I ; ' WALK-IN I CN CL 1 —J BAT I + ' O E O Z U > o I N I I I I I I + w ( O Q I I 2x6 NT VIAL. m --- ----T-MC r- I , r----------------------------------------------------� I ------------------------------------- CL Ce d; J I I U I U U w t ------------------------------------- 1 EJECTOR P T Z c 1 N < I- I I I r---------- 1 I O PUMP FOR o}Jam; i-----------------------------------------------i I uj U cn f ; BATHROOM e i OUTLIN=OF STUD WALL I I I ABOVE(TYP) , 1 1 1 I I l � I � I ' ♦/ I I I I i f ELEC O PANEL HOT i 1 2 x 2'x4 WATER; I 1 I I I DEPRESS ON AN 1 ' I I I I 1 I N SLAB ! I I I I VJ SE= Z NON-HA_KOUT , � -�p 1 I I I BASEMENT FLOOR - 1 I I 1 I j - ' i i UNEXCAVATED I uJ ♦% \ J I 1 I I PLAN FOR I i i HVAC UNFINISHED I I N NFOQMAT ON N i - i UTILITY i SLAB ON GRADE I n , O THi a- I 11 I I I � ry 5 AREA t ' O • I I I 1 I � � 5-4 I la'-2" I a I a- ' i i i i 2 1 i I I 1 I II 2 I I I 1 I J I CN Lu Lo Lu I I 1 I I I I I W, 1 , I ' • ILI N' N w I 1 I I I I I I I I I F_ I I 1 I 1 I I I I I I I i i O xI i i i I rl I L------------------- I I I L- _ O' I I IL---------------------------------------------- J I ------ ----------------------- I , , - I I ; rx I ; L---------------- -J ------------------------------------------ O � I O r , a, 1 ------------ ----------------------------- I I I I II -----------I ' -------------------------------- I N I I I , r----- I ; r-------------- --- Z� ; r-- -------------� I 1 r-- ------------ ------------------------------ - dJ I I I I ` �' � ��� 1 I I L L--------- -Y _ W I 1 ,jn J L---- --4-------� I m `l Q I r Fri I �J i -----------------------� ILL i `-�; UNEXCAVATEd ------�--------------- J ' E I i 1 I L--------------U I i 1 0 i L-----SLAB ON ►5 i I 3 I z 1 L-----------------J I ~I ' --------uFFcST3�_- I AJ.O I I V I I L-----------------------J 0I L -------------------- cr , r ri I 36-"1 a BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN • SCALE:1/4"=I'-0" SCALE:1/4'=1'-0" FLOOR AREA :2'UNl- BASEMENT 792 SO FT FIRST FLOOR 1.65L SO FT SECOND FLOOR: 1.2L6 SO FT -OTAL 3.692 SO FT GARAGE 503 SO.FT 0 2' 4 a' VOLUME 32.L36 CU FT GONPOSITE 36'H =VG t 36-� DECK'NG GUARDRA L 30`-O 5 WD.DECK OR BLUESTONE PAVER I_4 A3.0 10"COLUMN - I I F-AT ROO=BELOW A3.0 `fl 12-5 L L — UJ ° r ---- � Z 0 ua v N 0 — --- ---------------- — — c—a v ROOF I I I I—J L \, —J W __J L_J L—J L— H y 3 Q !�Lu O GUARDRA L w/ i _" ABOVE i t ad p� o o Q o GATE 36 H. I `fl O - ABOVE GRADE T _..� • _ -9' 9'-O "i U U2-4" x 7 aa TE -iIIli ------------ ---------- ------------------ -___ -- -__TEMPERED S `*TEMPERED3763 CSMT 376 CSMT 3763 CSMT 3-63 CSMT 3-63 SMT 3-63 3763 CSMT 3-63 CSMT 3 63 SMT ERED TEMPERED MPERED TEMPEPED ST (3)2X6 FED IN 'O l3)2X6(TY�(TYP) i - II 0 Q G'(3)2Xb(TYP.) UP M �� 3OUIARDI 6 HGH _OHANDRAIL 2_52 LIVING -------------- at Ii ' I o BEDROOM#2 ILI ROOM MASTER BEDROOM STAIRJ I °OPEV —8/2 5 ABOVE � A/ O 6-3 -536 W.PREFAB 4_q_--- }.�_S°•-(r'3_'-r1b_�-YsI._I)" �m+6B.2b'--4Ii1!!II!I oJ�'211iiIiI!I° 1IiIII11 m°mv�J-•-•-o•P-e�v�6q+,•--6 2-�0-w''�-�?`�-E�1'`'f a,��,"O G1i1iI.�O,6••�,.t.a�3 6-'IIIIrIIII vC-6Li'0`2�a- x pO tiub+A 33.0 . _ui'�I!q--r"3 r�b-;+�'�-I N-�II A+t#-_�fi�f''t-'_. --.--.-.IIIIIIII- IIIIIIIIIIIIIIIIIIIIIIIIII '_ry_n r A32..0 A23I. '�vn--"'''I rry!(II Ili,i1I iiIIiIIiiII,ii;Ii1i'IIj�{'iI1;1,1f►III1_!,iI!iIIlIII�i'. 2jIItIIIIiII�III�I j'f1(IIIII�!!E€�IIIft�I'�IIIIIjIIIi1(1jIIIIII{II�I�f --IIIII.iIIIiIIfIII�I!i��II!iII{I;I;!(IIIII�IjI!iI I`IiI1iII{I'�I�I�III IiII(I I,IIIII'IjIIfIiII11III II(II (II'lIIIjI!III!jI(II!IIiiiII�Ci ` — --6—�L,---6-•-,�..+ d6e . —3— — —�IiIII,'iIII'I,'I�'IIII!I�I- r_ I . ZO VENT FREE GAS, OPENF REPLACE BE_OW-� + uj 5-5/2 S DN uITs o� '°A/G DN O\G.PAD 10 2 Z WALK-INDINING TP. - — - —J N�,ll •�1 ••�CLROOM '0 TER cv a Z w C -4 ABOVE HIG-f ROD�SHE Qo GUARD/ HANDRAIL q-10' w -BATH � 31 O OWALK-IN OLo I CL ZU I P .0 V) v) Q)p HALL LL° i n MSINK DW Q Q 02_0/WEIR OTILE W/ RED �+ ' t S w N di tn m a w U Q 32 VANITY 32xINT VAL cKITCHEN o BATH X O O z= a 30 X30 V) O ATT G ROD SHEACCESS � ON LINEN /2' WATER tL METER GARAGE 1V�ALL5 HA WALK-IN wCLOSET w/ 0_ GE'Lh5 TO HAVE s/a WEATHERTYPE X BOARDz CL . 5TR PPED PEA DOOR LL Z ' HEATER .10 •e w cv 642 IV 8`-oY2" HAS ON � _ O .'b GARAGE CN ui 2 CL 2 � o. °s LAUNDRY 3_ N 4--------------------- 2611 BEDROOM#3 N 6n Z FOYER a o (3)2X6(TYP.) N SL -G_05G 20 MIN.RATED DOOR 3"63 CSMT 3763 CSMT 3763 CSMT OTEMPERED 2959 CSMT 16'0"x8'0"OVERHEAD 1!1 -'1tTI!I N a r-' )PD I, TEMPERED xn 1 (TY 3 2931 CSMT jr ---_--------- 9WESTONE 4'-7" 4 I--7" RA LING WALL TER ACE 3 NE O'WALL BELON A3.0 IL SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE:1/4'=1'-0• SCALE:1/4'=1'-0" FLOOR AREA C"UNIT BASEMENT: 792 SQ.FT. FIRST FLOOR. 1.654 SQ.FT SECOND FLOOR 1.246 SQ.FT. TOTAL 3.692 SQ.FT GARAGE 503 SQ.FTC 0 2' 4' 8' VOLUME 32.436 CU.FT. x 44< FLAT ROOF BELOW A3.0 ALUN "K"GUTTER -J L_ L_J L-J J L LIVE OF WALL BELOW I W _� C�o o D.S.c D.S. 0 W U ¢ p1 0 LU !I �!�--I ---L!�!I 1,- --'-i.,I_1-1 I-I'I --�-{I �_ ,I I --��!!',----i+ ! ! O °a } I II i I I� II! Ilil j II�' t i I— I ' ';► —T— I— ! ' f� =y •I ili � (!' I � I � �� + I�i :I I i 1 I! E� ,�_-j_� 'I �I III III o I ! !it I i :! I lil ! 1 I I I t it I I a I i ! II !; i ! ,• I� ,I !I it I! II I f II !! ;I If !! !! ,i _ _ I � ; •I� ! i I II ii' I ! ; ll'• ; j ! I I ! � I '!I ! ii I LU > ;! I I I•. I ! it � �o iE 1 1 1 i I o N t !I i it � I ! I i; �• II ! i i N 12 � i I I I I Ilfl o i -4- o EP7M 00= I 0 z ! M=_MBR. PEP,F .SLOP N Z Q w U If I I II I I ! I o V tl ! I I O D.S.o LL- Z t II I fif i�' it I ! I LU c� I N O 2 GHI / ,I,. f G m A3.0 THI Ii I I f I I I I VE Ra-- !, Lo _ N� III I• ( !ff{ I I! I � fl I , i i I � . N Ul --tI I-1-I---I- ---I 17 ---ril,I I I ��1 ----I I N °DLL - O ! I ZRAI-NG BELOA I N — L----------- ----------J (TYP.) 3 � z A_UM."<"GUTTER LINE OF WALL BELOk\ A3.0 Y V ROOF PLAN � rCN SCALE:1/4-=r-0- x • x 0 2' 4 8' x BLACK ALUM (0-0 GAP --FiBERGLA55/ ---F BER5LA55, 1 ASPHALT ROOF I ASPHALT ROOF THI N5ET BR,GK _ 1 _ _. 5H i NOLE j 51-NSLE VENEER- I METAL FLA5HIN5 METAL CHIMNEY - -- I I AT THE I-EAD OF tilE-AL FLASHING FLA5HIN5 AT -- _ I ALL WINDOWS 6 AT'HE HEAD OF ALL WINDOWS 4 ROOF(TYP.) DOORS(TrP.) i kr_ 700R5(TYP.i- }, It _. 12 _Ix PVC TRIM e f __ 11�7 .� Q 8± EAVES I E PVC 4 ® 12 ` f RAKES(TYP.) Z Z u, ro 0 0 EAVES 8±� ; RAKES(TYP) i' 7 t ? \`� 8 H 0 ag N N o f 11 A3.1 0-N� a'� -3,� 5TEaP= 6 D METAL -- K STYE o w U FLA5-+.NS AT ALL A3.1 __- WH ALJ rl. I 't ---5/a aVG TRIM °C o o 0 0 ROOF TO 51 DEWALL r SUTTER5 w/2'x 3' �� AROUN7 0 -_ 5 a y s `� DOORS AND NTERSE..T'ONS(TYP.) WHIM ALJM. \ a - ' LEADERS(TYP) WD INOVN5(TYP.) 5TEPPED'IETAL a 17- ` FLASH NS A-A_L GEMENTBOARD - - - --- -. I . ROOF TO 5 DEWALL F.O "' - i NTER5EGTIONS(TY=.) SIDING,5Y4 REVEAL I 6" K STYLE -1 7 1 -__ -- VNHITE ALUM. I-- _�- O.. _ I O 5UTTER5 w/2'x 3 I CEME\ OARD A3.1 _r _ ( hHITE ALUM. �fT-- SIDING,5Ya'REVEAL 12 ( LEADERS(TYP.) I 4 5/4 PVC TRIM -- - _ - I� L� 7 -1 - -. - A3.1 AROUND DOORS AND - --- - 12----- --- ---- - � WINDOVNS(TYP.) i FLAT EPDM N10 q 2 MI/T 0 SUBFLOOR - { ti a T 0 SUBFLOOR --- _ -. ---- -- ------ __ _ --- =6' 'K"'STYLE O ---- ---- --------------------- -----------�Ir-------- -- --- ----------------------- ---------- _ DECORfi1- 2 - ,-------------- - - -"HYT'E-,ALLM. - RAILING - 5UT-ERS w/2'x 5' WATER METER WHITE ALUM. CLOSET I LEADERS TYP) BEYOND -- - - 1 cV �_z I I ii- I 1 O SQUARE l _ O O ! I COLUMN p I -C - 11 Z O SQUARE COLUMN _- II �-•-- O COVER � OVER - � i - � II � COVER OVER n ND GO_UMN _ i f ; uj IT 0 SUBFLOOR _ _-_ I T 0 SUBFLOOR_-_-•----- - - -- -_ -- ---- ON LEADER INTO 1 I i i 1 11 1 1 11 1 FINISH GRADE z 0 BLUE T NE TERRACE 2 �- NISH 5RADE I 1 1 1 '� 1 I I 1 4 I I I I GA32 -AVER TERRACE .ON GmNG SLAB A3.1 I I I A3.1 1 DRAINAGE 1 I I I 1 1 1 a 1 1 1 1 I I I 1 1 1 SYSTEM(TYP.) I ) l) l ) U l ) U l 1 I }; �J L-----------------� L,I Sim 1 --------------------------------------------------J L, Iq 1 1 1 1 I O N I I I 1 I ' 1 _ I I I I F- ,-- ---- L—T --- rJl I r-------__.__ +—J �D I r------J L-------J L------- I I Q N 1 1 I I 1 I I w I I I I I , 1` 1 I 1 I I I I I I I I I w I 1 FRONTLEVATI ON I REAR ELEVATION c o I 1 I 1 I I I I 2 I I I 1 I 1 SCALE:I/4'=I'-0' I I I I SCALE:1/4'=1'-0' I I O Z B r` T.O.SLAB _ I I I I — '� -- --►-----------'_..- .-----------.__4---------------------------------- --- B T 0 SLAB --I.i--------------------------------------------------------------- -+-------- � N � rJ L----------------TJ L-------------------I L, J LL71 L--------------------1--------------------------J L— --J O X Q w w U -' 6i UNIT'A BEYOND BLACK A_UM 0 N 0 F BER5LA55/�-- UNIT"A BEYOND GAP ASPHALT ROOFZN� THIN5E-BRICK SHINS_E _ VENEER - _ GENERAL NOTES. --- -�� __.-_ I SEE EXTERIOR ELEVATIONS 8 SECTIONS FOR ALL R.0 is TOP PLATE HEIGHTS.UNLESS - _ __-__ v. y • OTHERWISE NOTED `�` ---2 METAL CHIMNEY 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED --- ---- --- - r--- - - -- - - ----- -- } FLASHING AT 3. 2x6 NOM EXTERIOR WALL FRAMING P,2xL NOM INTERIOR WALL FRAMING.TYPICAL, ,T _- _ - ROOF'TYP.) UNLESS JTHERWISE NOTED Iz 10 � METAL FLASH NGa— AT TH=HEAD OF ALL W!NDOW5 d DOORS(TYP.) WINDOW/DOOR NOTES I ALL WINDOWS/DOORS r0 HAVE MUNTIN PATTERNS.AS SHOWN ON ELEVATIONS. ---- -- �,g '�` O 2 REFER TO FLOOR PLANS T ONFIRM NALL THICKNESS. AROUND ' _ O 5/a PVC TRiV i'` - - ��` 3 PROVIDE CUSTOM SIZE WINDOWS AS REOUIRED - - L PROVIDE SAFETY GLASS IN L CATIONS AS REOUIRED BY CODE DOORS AND - - ----- N I } WINDOWS(TYP.) 1�- Lo -1 F x PVC TRIM a AiI ' ' • EAVES d � DECORATIVE _ - _ � i DECOR RAKES!TYP; -- 1 O - - i �-RAIL W N T 4 �A4 FLAT EaDM ROOF-- T O SUBFLOOR i , 12 J 1 t i V) 1- ^^0 I..L ET] _ - - - i 1 %PVG TRIM Niv ~ CORNERS(TYP.) -1 ( I -- _I ( III I O L-+- lk I —F 10"SQUARE I-� - I� J ____ ___ 10 SQUARE COLUMN D.S.it COLUMN COVER OVER I I I I I I I - _�n --- COVER OVER WD.COLUMN r______� r_____ 1 KO.GOLU'r1N GEMEV-50ARD I TO SUBFLOOR + i i_ --a - -- - - SIDING,5Ya'REV=< L.-- L--- --- ----------- --- - ---- I A/C UNITS ON -(5)ELECTRICAL LEADER INTO WATER ME-R G-05ET I 1 1 1 1 1 1 I I F N 5H GRADE IBL;UESTONE TERRAG>t 1 r_--_---T-- i SONG.PAD METER LOGAT O\ DRAINAGE w/WEATHER STRIPPED I 1 rr- i i i J A3.1 SYSTE�1(TYP)i DOOR a HEA'=R I O 1 GONG SLAB -i- II_ 111 - GUARDRAIL q/ _ I 1 i i� k-- _ „----4 36"H A 1 1 1 GTE I I I I j l II 11 II I, I I I f•--------------J L ,1—_4,� \0 L----I 1 IO 1LJ oil I jI I I ABOVE GRADE " I I =GRE55 a/ i�-=�k- �ih-►�F-- I i AINDOWS IN I i I I HELL h/STEPS 1 1 1 I 1 ,1 II 111 II I, 1 I Ir `�=='1-- � I � SIDE ELEVATION I I z I I I 1 1 1 I I 3 SCALE:1/4'=1'-0' I i 0 2' 4' 8' BT O SLAB -------- 1 1 ------ -----1 1 `-�- -��------------------------------------------------------------------------------------�1----------- ------J L -----------------------------------J L� ------------ - r----------------------------------------------------------------------------------------- I I , z L---------------- -- -------�-------------------------------------------------------------------------------------------------------------------------------J I/4"=1'-0" FIBERGLASS/ ASc'HALT ROOF SHINGLE METAL F_A5H`5 - AT THE-BEAD OF ALL WINDOWS 4 DOORS(TYP.) 12 --Ix PVC TRIM i 107 Q 8± EAVES e RAKES(TYP -- t t 8 W Oac �N O'S ��- vo cx 6" K"'STYLE W U Q y -2•o WHITE A_L'M. _ _ `� 5/4 PVC-R M o u+ o= p o GUT-ERS w/2 x 3 '� AROUND O _ n o WHITE A-L M. `. DOORS AND u = c 3 N � - -__ t U O LEADERS(TYP; W NDOWS TYP.� - -- --_-�----------------_�-- -- - � � U 5TEPPE7 METAL a FLASH NO AT ALL ROOF TO 5 DEWALL i i I - NTERSEGT ONS TYP.) OA/� I( r I I -CEMENTBOARD F-7 LLI i 1 Ll - - 5 D N5 5 4 REV=AL S- All, — — _-_ —-- ---- 12 I -___--- - --- ------------- FLAT=PDM-- -------- .__ N10 T 0 SUBFLOOR Roor -- - 6""K"'STYLE 2 -- ---------------------- %------ ------------------------ ------- WHITE ALUM. O GU-TERS w/2 x 3 _ WHITE ALUM. El L LEADERS(TYP i 10"SQUARE COLUMN � �� N o � � I I Z p i i I �! � -I - - COVER OVER af WD.COLUMN- 1 - I D S D L ------ 56"H.PVC i GUARDRAIL-- IT 0 SUBFLOOR - - -_- --.-- -_ 10"SQUARE - COLUMN COVER OVER z 0 WV.COLUMN -� `- - O } Lu 2x4 P T.WD J i- T I' NA LERS RECESSED w NTO END OF GONG. AC - ----------- i FND.WALL O O Z U T O SLAB - _ i L i N 1,11 1 1 I I l 1 1 1 1 z W I I 11 1 1 I i i i i F N15H GRADE i / CAP AL-)M. X Q 1 II I I I UN T A BEYOND � GAP � I,11 I I I I 1 1 1 I I 1 1 UNIT'A BEYONDLL V V \ J V \ J V \ I F BER6-A55/ w w Lu J I J L ASPHALT ROOF Li � Q -----r ,( �---------------------------� �--------------------- � �------------ � TH NSET BR GK 1 I I I 1 I 1 5H NGLE VENEER I-IJ U Q L_---------L---------------------------1-------1--------------------- -----1------- ----------------J Q cn 0 REAR ELEVATION W/ WALKOUT / SCALE:1/4'=1'-0' 12 - -META-G-WANEY `� 10 =-A5H NO AT --- ROOF(TYP) ----------- METAL FLASH NO --- - AT THE HEAD OF ALL WINDOWS d -------------- DOORS(TYP.) -- --- -_ -1. W 5/4 PVC TR M LL— Z AROUND W DOORS AND -NZ N WINDOWS(TYP t - - - _ - --- - - - r ` 1 _-___ t Ix PVC TR M® ca - EAVES a RAKES(TYP DE L R -VE V LO FLAT EPDM ROOF + _ -.-- ---._ -__.__ _ • I + - -- 12 T 0 SUBFLOOR 2 r- N NIO 2 ----------t-- -----------------------------------------------------------------_-----------_------- ---- o sOUARE 1 COLUMN COVER OVER ND COLUMN- ____._- __ �I� n r r -_ 5/4 PVG TR:M (� i I I I� I F I I F CORNERS(TYP; - --- -El;l 1:1-t �, 10"SOUA RE Li COLUMN 36 H PVC I _._ _ -__ _ -_-n F - COVER OVER GUARDRAIL r, GEMENTBOARD x T 0 SUBFLOOR _-_-- -- _ 1 1 1 _ + SIDING,5)4'REVEA- I - - ----------------------------------------------- - ----- ------- ---- ----- - - ---- ------------ - r�- --Tr-- --�T--n--ZT--`r --------- L_ J L_ J I I 1 1 l T T l f 1 1 1 --- - ----- 10 50JARE I I I I 11 I I I I 11 1 �- I I I I I I 1 1 I I 1 1 1 1 L1 (3)ELECTRICAL `A/C UNITS ON WATER METER CLOSET I 11 GOLUNN i It 11 F N 5-GRADE 2 METER LOCATION w/WEATHER STRIPPED IBLTLESTONE T=RRAG 1 COVER OVER I I 1 1 I I 1 1 A3.1 GONG.PA: ION GONG.SLAB I ND COLUMN - --1 t--11 1 DOOR 8 HEATER 1 1 f�- I ---------------ilI IL I I 11 LEADER INTO 1 I _u DRAINAGE J 1 r-----------------� w i STEPPED SYSTEM;TYP.)- - �-Err-=n==Tr-----i =OUNDAT ON WALL 1 I 1- T r' -�1 1 rr r I I 1 1 I 2x4 P.T.HID.NA LERS® 6 o.c. RECESSED INTO GONG FND.WALL 1 I Bjk TO SLAB - ---------------- -- --- ----------------------------------------------------------------------------------------------- 1 I 4—�— I I I I T SIDE ELEVATION W/ WALKOUT I SCALE:1/4"=1'-0" I I 0 2' 4 8' I I I I I I J \ I I 1 I 1 rJ L-----------------------------------------------------------------------------------------------------------------------------------------------------J L' I I I --------------------------- FLAT EPDM ROOF a + SLOPE Y4 PER FT. 12 10 K � N5.)_ATE " S:PARAT ON a WALL TYP 12 8+Ll." " r Z Z W y D C,4 U Q C Lu OGQ W C N� 0 0 0 t ,.,O C y 107 U x N U - o NSULATE oc r, 5EpARAT ON a =LAT EPDM WALL!'YP.) T �QEDAR 12 HALL 0 BATH BEDROOM#3 lov 'C'�36 HIGH er Q GUARD/ HANDRA L 2,-`T 0 SUBFLOOR,y ,....._. -------- ---------- ------ 2 T O SUBFLOOR O 9 - N5ULATE PER MET=R N N OF GARAGE KITCHEN U MASTER o FOYER LAUNDRY GARAGE rYP N NO o CL o BATH " O z CN Ll CV O T O SUBFLOOR IRV _- j I T O SUBFLOOR _ T O SLAB :r @ DOOR �± i 1 I 1 1 (. V li I i .► L ,T, C] NSULATE 11 Z ' =LOOR OVER p N FINISHED WALK-INS' i UNFINISHED BATH SPACE(TYP) CV v BASEMENT - CL ��' UTILITY U Lu 1 = E BTO SLAB p T O SLAB = _ z Z -� D �. N u _ - - 0 O Q n BUILDING SECTION n BUILDING SECTI ON _ co SCALE:I/4==I'-0' � di J SCALE:I/4'=I'-0' 'Li w u Q 0 V) 0 1 1 � 3Y2 F 5ER6LA55 ( GYP N12 F BERGLA55 SOJND BOARD SOUND ATTENJAT ON L NER PANELS ATTENUAT ON 7 W 1 _ ' x ui cy) N Z N m 1 �J — BEDROOM#3 - BEDROOM#2 HALL = U lf') N - _- - o - p� GY � THERMAL F_AT EPDM u BOARD ^J` N a FIBER OR ROOF " MAL APPROVED '- L NER --ER -� I CLOSED CELL FIRE STOPPING PANELS x Z F BER OR p' SPRA"FOAM 5" g^ T 0 SUBFLOOR _-_-_ APPROVED I J F RE STOPPING i t 51 5 n SEPARATION WALL DETAIL H O IhS.jLATE N SCALE.1-1/2'=1`-0' PERiMETER _ p OPEN GEL_ X OF GARAGE SEPARATION WALL DETAIL SPRAY FOAM _ (-YP.) _ 4 SCALE:I-I/2•=1'-0' MASTER 0 5 BEDROOM MASTER 0-40"Sa�ARE - BATH GARAGE GOLJ�ih O x i ^ COVER OVER X ! HD COLUMN T SUBFLOOR = x - - ------ -� TO SLAB { I \ @ DOOR �► f— I i Si" F 9 'III 1'j 1-4 1 F—`I iTI��I 1-1—11--1 —f=F� I_ 1-+-11-u 1-n-I--•` INSULATE . I -Irfi i 1 i- =LOOK OVER I Ir�1-1-- - I �I UNFIN SHE7 THERMAL I I III II I 7 L__ '.iLi I I I SPACE!TYP I_ i F-BER OR I'�O.Ti UNFINISHED ' APPROVED 1-= J BATH - F;RE STOPPING GYP.BOARD -= UTILITY L NER=ANELS __ NSULATE WALL5 ADJACENT TO Oi ;?•I SEPARATION WALL DETAIL i- UNFNSHED d) SCALE:1-1/2'=1'-0' TO SLAB -- -------T . , x 2 4 8' 3 BUILDING SECTION Y SCALE:1/4'=I•-0' C HD.LADDER NO.-ADDER ROOF GON5-RUG-ION w/BLOCK NG ROOF CONSTRUCT OIL h B_OG<INS ROOF GONSTRLCTiON, SEE WALL SECT ONS-�, METAL a b o c SEE NAL_SECT CNS METAL a b o c SEE VrA_L SECT ON5 ROOF CCNSTRUGT'ON ALUM, 'K DRIP OR P SEE WALL 5EGT10145 SJTTER I EDGE 53/4 EDGE 534 2x WD.BLOGK�NG BETWEEN RAFTERS METAL OR P 12 EDGE IO V 4 x PVC �4 ALUM. 'K _� `� TRIM 34 z z u+ •v o c a, SUTTER.- r .. PAINT- J ,`�U'= ro`° o-o N 1? •• x=VG v r y 'o c o• 53/4 = TRI`r1, = Ix PVG 3/4 I c Lu U o S M,SON H-4 OR PA NT AJ i x PVC TRIM, °C o'+' o p o _� H-5 HLRR CANE m} BEADBOARD PAINT 0 ~ a N m�I GLiP a EACH �� I PVC--RIM 5" 5I' ' U RAFTER(TYP) 5/4 1 O SQUARE EXT.WALL EXT.WA_L U In EA.SIDE OF COLUMN CON5-RUG-ON CONSTRUCT'ON, - �ry WD BLOC<'NG BEAM,PA:NT COVER OVER SEE WALL 5EE hALL a ®'6'o.c N . 1 I D.COL-PAN 5EGT ON5 SEGT,ONS x PVC TR N. 5 PA N- EXT WALL RGO=CONSTRUCT'ON 5/4 PVG HEAD CONSTRUCT ON SEE WALL 5=GT!ONS-�, TR M.PANT-� SEE WALL PORCH EAVE DETAI L �, MAIN RAKE DETAIL DORMER RAKE DETAI L a �� ------_ J SECT ON5 V SCALE:1-1/2"=1'-0' SCALE:I-I/2'=I'-0' 8 SCALE:1-1/2'=1'-0' METAL W NDOW AS DR.P 12 4 6 `I 5G-4EDJLED 36 -1.PVC EDGE 10// * p A3.0 GUARDRAIL ALUM K µ .• F --DECK GON5T GUTTER ! 51MP50 H-4 OR 0 _ MAIN EAVE DETAIL 5EE WALL H-5 HURt'CANE O SCALE:1-1/2'=1'-0' ! SECT ON5 �) qy4 CLdP a aACH i RAFTER(TY=J I I Ifl r Ix PVG TRIM, PAINT_ - Ix PVC � 5 ai TRIM, Ln In TYP.ROOF CONST. t- =AIN- ` ix PVG - BEADBOARD Z n _-r• ASPHALT/F BERGLASS O + 5/a PVG TRIM 5"I� 5f' O SQUARE c_n ROOF SHINGLE 5/4 PVG TRIM. ' P T WD BEAM W EA.S'DE 0=i �. I COLUMN > • 15#BUILDING PAPER w 51 =A NIT i I PAINT COVER OVER ui B=AN. • 5/a EXT.PLYD SHEATHING 1 I hD.COLUMN • ENG'NEER=D WD ROOF TRU55 w/SPRAY FOA`rl z NSULAT ON RE COLUMN J • 5/a GYP BOARD PANT ! COVER OVER PORCH EAVE DETAIL _J WD COLUMN SCALE:1-1/2'=I'-0' Q 0 o _ rP.ROOF GONs-. DECK DETAIL ~ - 6 • A5P-4ALT/FIBERGLASS 9 TYP FLAT ROOF CONST Lu TYP.SEGON7 FLOOR GOINST SCALE:1-1/2'=P-0' 0 N EPDM MEMBRANE • FINISH FLOOR • ROOF SHINGLE 5 BU LOINS PA= • 3 ER • 4 -45 EXT PLYWD 0(5 N • 5/4 T15 PLYWD. • 5/a"EXT.PLYWD.SHEATHING 5HEATH'iNS V) i 5UBFLOOR • ENGINEERED ND.ROOF 12 • 2x 0-APERED ND l• 2 FLOOR JO 5T TRU55 w/SPRAY FOAM 107 RAFTERS a b O c Z GLG _O'ST5-EXT WALL GON5T • 2x/- /_- EXT.WALL GON5T. Q • 5/D"GYP BOARD,PA\� NSULAT ON ROOF CONS' 5EE --- • x=VG BEADBGAQD 0 O 53/4 OETAL 2.A3 BEE DETA_2 A3 5E=DETA L 2/A3' A3.0 1 SOFFIT BEADBOARD SLOPE Y4 PER FT LLu Z 2 T O SUBFLOOR i i T O SUBFLOOR _---.-__ T O SUBFLOOR ---_-_ --- -_ �T 0 SUBFLOOR _ -- Ln ---_-_-_-_-t- z Q 0 ,•---- �� O �� EAVE w/ If ��- --I H GUTTER, EAVE w/ 1 1 1I 1 5 ------- -x-: SEE DE-A L GUTTER. 1 U J d� _-- -- SEE DETA'L , v> < A3.1 1 �. ` 1 u.l u < INT.SEPARAT ON WALL i i SECOND FLOOR 6 i I i 1 SECOND FLOOR 0 N 51�1.UL-U336 -HOUR RA-�D EAVE w/ I TYP.SECOND F_GOR GONST. i GON5T,SEE DETA L A3 I ��I I 1 GONS� SEE DETA L STG RATING 6 GUTTER, 1 1 t-- I 10 1 SEE DETAIL 1 • FINISH FLOOR A3.1 2 2 A3. A3' r 1 1 • (2)ROWS 2x4 ND ( - , • 3/4"T46 PLYWD 1 I-T I STUDS a 6"o.c,w/3►'2 ----- 5J5FLOOR FIBERGLASS AGOUST G • 2 F_COR_O'ST - �i--I ^,NDOW AS 5 O SQUARE 1 1 Q ATTENUATION • /a GYP.BOARD PANT I 1 w ' ' I O SCHEDULED- COLUMN I i m i • I"GYP BOARD L NER � COVER OVER � � I i (V T_ PANELS N i �_ 4 ND GOLJMN i I rci i i = 1 • I"AIRSPACE EA SIDE T"P EXT.WALL O 1 U_I DOOR AS 1 I I i I x•)12"GYP BOARD EA - - , I � V SIDE,PANT • CEMENT = Q S-_-EDULED 1 I~. O SQUARE i w i nn,, -- -- CLAPBOARD r p 1 O GO_JM\ DOOR AS p W 1 COVER OVER 1 (f1 5GHEOaLED � Z ' • BUILDING WRA= = TYP.TERRACE ' 6 - Y 6 TYP.FIRST FLOOR GONST • /2 =XT.PLYWD. n 0 TYP FIRST FLOOR GONST. WD GOLUNN ' • FINISH FLOOR • n V� RANDOM ry ry 5 5 - SHEATHING �. 1 �: 2x6 AO.STUDS 0 1• FIN15H FLOOR B_UE5TO\E O `r1UD ET 1 1 ,[ N • 5/4 T&G PLYWD a b O c.w/ - • 5/4 T3 G PLYWD • 4 RE N.GONG SLA - FLOOR r � - SPRAY=OAM SUBFLOOR • 6 GOMPACTE O SUB • 16 FLOOR JOIST NSULAT ON • b'F_OOR-OI 5T GRAVEL BASE ON O i• 5/a"GYP BOARD,PA\- PAINT GYP A NTP BOARD ` • 5/e GYP.BOARD PANT G01r1PAGTED OIL F RST FLOOR GONST �-F RST FLOOR CONS N m I 5E=DETA L 2/A3' SEE:;)ETA 2 A3 r-- A3.0 I SLOPE Y"-E4 FT. SLOPE/B PER FT. L//1� 1 1 v T O SUBFLOOR 1 1- JNT 0 SUBFLOOR 8 T O SUBFLOOR T O SUBFLOOR - N 1 F N.GRADE cr MIMI ' -I-! _ •• .,fir-<•r}'.'i )'-S f`rftiSr • _� -I a - _. e. r� � r r •;° 1 GONG SEPARATION WALL 11 I iTYP GONG FIND WALL CONST zIf— I ' I I I I I I f I �•a ' I r -r 1! I_ I I lI a - J O GONG. r~ I • PROTECT ON BOARD SOVOTUBE I I •' VJ • • 10 RE'N.GONG.WALL -I •'a WATERPROOF 5"5=N ° r N a •Y1 A.R5PAGE • ( 1 • 2x4 KID.STUDS a b O c ,I n I• O RE N.GONG.WALL FOOT NG- • Yz A R5PACE _I! !I- -- 1 I I I-- FOUNDATION NAL_, O - w/SPRAY FOAM =I I I_ FOUNDAT ON WALL; I I .e; IPSJLAT ON EA.S DE —I ,e • 2x4 WD STUDS a - -I I- . ,a 5EE DETA_2 A3 L_ ______J I; ,• SE=DETAIL 2/A3.1 •Y2 GYP BOARD EA I 6 o c.w SPRA"FOAM `fl T = S DE PA NIT ! I ! ,L NSULA-ON I j TYP.PAVERS • -- --- a , - •Y2 GYP BOARD,PAINT 8 FOUNDAT ON NAL_w/ I I • (Ys'RANDOM !I Y =I BLUESTONE w/SAND-: v p` k REIN CONIC FOOT NO NOTE - NOTE. SEE STRUCTURAL DWG s SNEPT JOINTS' • 4''SAND BED i I ALL WOOD ALL WOOD TYP GONG SLAB GONST 6 FOR MORE NFO I I I �' • b ..ONPA.,TED I I IN DIRECT I•� TYP.GONG.SLAB GOVST. IN DIRECT - _ 1 GRAVEL BASE ON I CONTACT w a CONTACT w/ a -° COMPACTED 50.1- ° ` • 4 RE N.GONG.SLAB • 4 RE N GONG SLAB CONCRETE - �,. • O M L.POLY VAPOR CONCRETE _ • 10 KL.POLY VAPOR ! SHALL BE BARR ER SHALL BE BARR ER I PRESSURE ,� • b COMPACTED • GOMPAG-�D PRESSURE 6 _ TREATED GRAVEL BASE ON TREATED GRAN=L BASE ON I i l /, GONG SLAB SEE z -CONC SLAB 5EE G011PAGTED 50 L =- COMPACTED 50 L 1 a DETA L 2 A3 I DETA L 2 A3. - .. __ .. II a• ' • T 0.SLAB •j. T O SLAB T O SLAB T O SLAB g . , g --- g ----------------- _� ----------- .. - _ r. } ; - 4'PERF.DRA P l ,I � �" 4"PERF.DRAIN � ,• 4"=ERF DRAIN •�" PIPE N COUR5= PIPE IN COURSE PIPE IN COURSE RE N.GONG FOO-NO, GRAVEL.WRAPPED GRAVEL,WRAPPED -R=N GONG FOOTINS, GRAVEL.WRAPPED R=N.GONG FOOT NO •V F LTER FABRIC. RE N GONG.FOO-NG N FILTER FABRIC,, -N FILTER FA G, SEE STRUCTURAL DWG s SEE STRUCTURAL DWG s 5EE STRUCTURAL DNS s SE=STRUCTURAL DWa s x FOR MORE N=0 CONNECT-O DRAIN GON\EGT TO DRAIN FOR MORE NFO. CONNECT TO DRA N-� FOR MORE NFO FOR MORE N=0 &WALL SECTION_ �� WALL SECTION WALL SECTION WALL SECTION SCALE:1/2'=I'-0' ��' SCALE:1/2'=1'-0" SCALE:1/2'=I'-0' �4� SCALE:1/2'=1'-0' ROOF CONSTRUCT ON } SEE WALL SECT 0\5 NEW WINDOW a DOOR INSTALLATION NOTES: 2x AD BLOCK NO TAPE OVER META_ BE-WEEN RAFTERS 12 DR'I FLASH NO REF.DWG 5 FOR HEADER I, A_L WINDOWS AND DOORS-O HAVE 8±7 ' TYP, SIZE COPPER=AN OR BITUMINOUS titEMBRA\E METAL FO_D SELF-ADHERED FLASH NG AND ALL W'VDOW5 a DOORS DRIP 54 PVC SLOPED GAP SHALL BE N5-ALLED EXPLIG,TLY WOE m w =VG SCOTIA -YPi RUBBERIZED F_ASH\G \-O ACCORDING TO MANUFACTURERS - GPEN NO AT_AM35 d N5TRUCT IONS T`Y'P W NOON PVC SELF-ADHERED INSTALL OVER 5'_L END 2. COPPER PAN OR B TJ"NOU5 MEMBRANE CA5,NO PA NT i ALUM. K RUBBERIZED FLASHING GAP DAMS(TYP) FLASH NO AT ALL NEW WINDOW SILLS GU-TER 1 OVER-LEAD NA L NO WINDOW R 0 HT SHALL BE'NS-ALLED OVER A SLOP NO I 53/4,. Z Z W 00 E ua V'= CN pv FLANGE!TYP SEE EXT ELEVATIONS SILL(USE CEDAR CLAPBOARD SET ON THE Lu-> >O o c ROUGH SILL)TO PROVIDE POSITIVE a �-„�.- >_ BACKER ROD AND I DRAINAGE TO THE=XTEQ OR m� c�++U x o x PVG BEADBOARD- 51NP5ON t--4 OR �,_ SEALANT AT INSULATED 6LA55 � H-5 HURRICANE ��� � PEER METER OF WINDOW; 3. PRE-FORMED WINDOW OR DOOR SILL PANS WINDOW SEE EXT. (i.E.MARVIN SILLGUARD OR EQUAL)MAY x PVG 5 DES PA NT! CLIP®EACH 0 FLANGE(TYP.)- ELEVATIONS a WINDOW o W,N70W AS �ry U x a3i A_50 BE USED IN LACE OF COPPER OR SCI•-ED i_ED RAF-ER TYP.) V 10 I 5G-1EDULE FOR TYPE BITUM NOUS MEMBRANE FLA5HING v Ix PVC TRIM, oc Ij 2 -415TORIG PVC 1 5_L w/DRIP i I 4. WRAP BOTH SIDES d TOP OF ALL WINDOW d DEGORAT VE PAINT WD.BLOCK NO Q DOOR ROUGH Oo=N I NG5 NTH A 40 M!L. RA_NG ®16 o z. -RUBBER ZED PAN BITUM NOUS PEEL d STICK MEMBRANE OR W\DOW AS FLASH'NG SYSTEM w/END A BUTY_BASED FLASHING TAPE(SUCH AS SCHEDULED- DA/� CA=DAMS a BACK DAM MADE BY GRACE, CARL 5LE.VYSOR PLJ5 ,� EPDM ROOF'NG,RUN B=T/IEEN W'NDOA UNIT d OR TYVEK FLEX WRAP) UP S DES d UNDER PVC S LL E STOOL TRIM(TYP.) 5 NAILING=LANCES TO BE EMBEDDED N Vr NDOW ON 3/t T65 APRON,PA NT-� PAN FLASH NO CAULK EXCEPT FOR THE BOTTOM FLA\GE EXT PL"WD. (5. ALL NAIL NO FLANGES TO BE COVERED w! 5HEATHiNG ON EPDM ROOFING RUN UP 5 DES d UNDER b'WIDE FLASHING TAPE -APERED FRAI✓NG WI\DGW,ON 3/4 T45 EXT PLYWD. 'T. ALL VOIDS(SHIM SPACE)AROUND W NDOW 5F-EATH NO ON TAPERED FRAM I\G TYP EXT WALL FRAME-5 WITHIN T-iE ROUGH OFEN NG5 TO BE F L-ED w/LOW-=XPANDING.SPRAY SLOPE Y4'PER FT. GO\STRUGT'Oh FOAM'N5U_ATION 5L PE Y4"PER F-. --EXT.WALL TYP. WINDOW DETAIL O 2 - CONSTRUCT ON _ N _ 12 SEE WALL SCALE:1-1/2"=1'-0' `'""-"�"� 10v SECT ON5 4x/5 I P 4x ,PA T EPDM ROOF NO.ON 5/4 {' Ta G EXT PLYWD 5/4 PVC 5LOF=D SHEATKN5,ON 2x4 GAP w PVC TAPERED FRAM NG ROOF GONSTR,.CT ON vi SCOT A TYP 4 EXT WALL SEE WALL SEC-IONS �6� DORMER WINDOW DETAIL o ''' � =1-0 I 5/4 PVC 1-EAD � � GONSTRUGTION, SCALE:1-1/2 cis GAS NO -YP SEE WALL w ! m SECTIONS CLI �---, 'T`eP FLAT ROOF GONST 0 1 EPDM ME'IBRANE -------- IE Cn a Sxb x PVC PVC JAMB � �• 3 5 I I x PVG �-I SHEATH NO PLYWD � J A3.2 I !__-_--_ i GAS NO -YP TRIM, BEADBOARD + • 2xIG-APERED WD. 0 PAN T - Q I RAFTERS m'b o� r N I • 2x4 G_G JO STS EXT.WALL SONS-_ W I I ROOF GOVST.,SEE I; RECESSED WINDOW DETAIL {. x PVG BEADBGAQG SE=DETA L 2/A3 Q N DETA L 2/A3.1 5 SCALE:1-1/2'=1'-0' _X I 1 1 SLOPE Y4 PER=T. W N 3/4"PVC B=ADBOARD I 1 2 ----_ -� , I �T 0 SUBFLOOR _ ----------- � 2 PVC SGF=IT - 1 O H STOR GAL EAVE.4 f I f SILL ITYP; �I GUTTER, - ~ O WINDOW AS i i 5/4x4 APRON'TYP,' SEE DETAIL I I U Z U 5C�-EDULED ; TYP EXTERIOR ; - T I I I T, 6 t 1 SECOND FLOOR � . N � 1 CON5T.SEE DETA L Z Q of O WI NDOW/ DOOR CASING A3.1 � . EPDM ROOF I �I 2/A3 J 1 I- SCALE:I/2-I'-0' I CL I I I 1 I W I 1 w I I �i 1 DEGORA'`✓E i i`A i i Uw U Q RAILING I 1 1 0 cn U I I 1 I 1 I I I I SECOND FLOOR 13 Q i CONST..SEE DETAIL ;O SQUARE i u = _ ___ __ _ 2/A3. GOLJ�I\ 1 mDOOR,AS T 0 SUBFLOOR ___ 36 H.PVC I , SCHEDULED 2 >'ti ..4 N' �.r GIrAQDRA_ COVER OVER I o 0 L,C_ HD COLUMN O GUARDRA L w/ GATE 36 1•. i ABOVE 5RADE - EXT.WALL CONST SEE DETA L 2 A3 CHAMFER F R5T FLOOR CONS- BOTH 5 DES 5==DETA L 2 A3 - TYP ROOF GO\5T. UJ -5/6 -YPE 'X,GYP. I J N BOARD d NSULAT ON ( T 0 SUBFLOOR - _ • ASPHALT/FIBERGLASS I TO SUBFLOOR _ _ _ O A30VE GARAGE ROOF 5K NGL- _ __-_�' -` r- _ O . 15#BUILDING PA=ER 12 ' ` FIN.GRADE 9 L A3.1 r: 'a • 5/a. EXT.PLYWD.SHEATH NO 8±7 I I N • ENGINEER-D NO.ROOF I I = IN TRU55 w/SPRAY FOAM r 1 I IN5ULAT ON v O } .•• ., r �,ti'-~ (`�L_I- . P T.WD _EDGER F. Lo OVERHEAD DOOR ,� _ - �2 tom,% i ? METAL-LASHING ON TO=/ N i EGRESS STEPS RST-LOOK GON5T ti'•� t 1 • •• _•~~r r I- SEE DETA L 2 A3 ti7-'` I GO• -�.,,,�,. I I �TYP DECK NST ON 6 ,'_-------------------- r i COMPO5 TE D=GK NO N A3.2 I , iZ, - i 2x,2 P HD.JOISTS® 6 oz Y 1 I j I EAVE w/ • ••. = i GI.T-=R. I .SJ i i = � J 5E=DETA_ ' I I I • � I I I I T W I I I I ?, �, i W NOOK AS T 0 SUBFLOOR --1 :• •• °:• � r i SGHED.,LED i ! DOOR AS I --•-• - --- _ -6 GRAVE_w DRAIN SLOPE Y4 PER FT. --, •• TO FOUVDAT ON i O SQUARE r N T 0 SLAB • X I PER METER ORA N I EPDM R00= I = �-COLJ'-IN G @DOOR _- I _ i r 30" COVER OVER I ---,i •. =- t h •° ,•• ° 'ONG 5 WD GGLUMN AB SEE i -GONG SLAB.SEE • MIN. x DETA L 2/A3 i SLOPE y = FT. Li DETA L 2/A3 x otry DR,VEWAY. I_ • ,_ T 0 SLAB _ _ • I 1_ I _..- _ Z I -„ I I p T O SLAB , SEE SITE PLAN B T T-� -� I '-' • i r Jr ftil�"' t, I B - ------------------------------- ° - I-- �- GONG 5LA5,SEE 4 1 i •: 12 m DETA L 2/A3. NO ° ° ,•° %0 1 1 10V -j 1"` ------------- - R G D INSU_A'ON - ''•• ° ;' '� :•. ,JrC; i I II E- III i I`�I(i i i�li I� I 2(_��I ° 2 ROD N5JLATON 2-O M N.EA. z 5 FOUNDATION AAL_w/ - D RECT ON FOR REIN GONG.FOOTING, 4 PERF DRAINPIPE N COURSE RE N.GONG FOOT NO ��O GONG. k I ° EN-RE LENGTH OF SEE STRUCTURAL DWG's GRAVEL.WRAPPED IN FILTEQ� SEE STRUCTURAL DWG s -_--_-^ 2 �J l\ FOOT NG REAR WALL FOR MORE IMF FABR C,CONNECT TO DRAIN FOR MORE NFO. T 0 SUBFLOOR / I \ SONOTUBE J���, RE p r l WALK-CUT WALL SECTION WALL SECTION WALL SECTION ; ; '. 0 =OUNDATON I I 4"P=RF DRA N .4 ,,.• WALL w/RE N. SCALE:1/2'=1'-0' SCALE:1/2"=I'-0' --------� PIPE IN COARSE GONG.FOOT NO SEE x GRAVEL WRAPPED STRUCTURAL DWG s 4 I N F I_=R FABR G, 1 FOR MORE NFO WALL SECTION CONNECT TO DRA N -� SCALE.1/2"=1'-0' Y 36'-l' 3-2 5'-8 36-1■ CAMERA O'NEILL CONSULTING ENGINEERS PROVIDE I INSTALL51MP50N a O tr ctura Engineering Design ABUbb STANDBASE I �i�6 g� GONG.FT6.REINF.W/04 •��t�� GONG.FT6.REINF.W/�4 s���t�� u7 Black Point Lane I'-4' I'-4' Camera/O'Neill P:rtsmouth,pl a28n FASTEN TO CO NC.W/5/am DIA. '` xe- BARS o 12'O.G.EJ•'1.,BOT. '"� CONC. O 12°O.G.E.W.,BOT. '` ''`� I 1'-4° I got 578.z983 EPDXIED THREA ANCHOR Consu t g Eny""is ROD(b'EMBEDJ 1 1 ! i I b'-9" 12'-5' 12'-5' L 10'DIA.REINFORCED 50NOTUBE PIER TYP. 4 �� V�W Yp^� 3'-2' 4 (B.OF.MIN.3'-b' 3-2 50.1 11 � .,� 50.1 BELOW GRADE) 3'-2' 3'-2' 3'-20 I �r�� i7-5' 12'-5' t �tI,GG b GONG.FT6.REIW.W/#4 CONC.FT6.REINF.W/•4 ¢ -0' ��BARS a 12'O.G.E1 L,BOT. - , BARS o 12'O.G E W.BOT. - :1- ! Z Z D o E to 10 is 2'THICK GONG.FT6. O O O I r "`"- f H `v o o v 35'-II' 1-4' REIW.W/05 BARS 0 -' (5� •� j ` ¢'- FASTEN FIRST WALL tq_I• COORD.W/ARGHL 12'O G.ElJ.,BOT. L-___l p u�U � N STUD TO GONG.FDN. I J 10'DIA.REINFORCED I of p,+, WALL W/HILTI TYPE X-U 9 iL 5 b 50NOTUBE PIER,TYP. /r O = a ro' 5. (B.O.F.MIN.3'-b' U = ; r POWDER ACTUATED 50.1 50.1 [B.OF.-IO'-10') BELOW 6RADE) PERMIT SET U N o FASTENERS AT Ib'O.G. [B•O.F.-14'-0"] ---_ ----- t� 5TA66ERED - [B•OF_-14'-0')-- - -- -- ------------- --- �- _ -� I ADJACENT ADJACENT --- -TA.SHELF-- --- ------ - - ------------ T.O. -1 I UNIT r------ ---- -------- ---- ------------ ---� �' LL J I T.O.WALL UNIT I [-10-2] l T.O.WALL [-10-2'] I FOUNDATION I I T.O.WALL O BEAM PROVIDE I INSTALL BEAM FOUNDATION POCKET AND P.T.BEARING tD TO.STEM 50.1 [1002� to T.O.STEM ---- = I I [-0'-5V4] POCKET PLATE TO AG(.OMPIODATE Q T.O.WALL [11'-b'] 51M _ :o O [-q'-b') I I I _ [-I'-{�:) BEAM.PROTECT O ^ �� - :o I FT6.STEPS `* _ I I o UNTREATED LUMBER WITH O }� I T.O.WALL T.O.WALL O WINDOW BUILDING FELT,TYP. ti I 4• Y 1 [COORD.Wl 1 [COORD.W/ARCH'L) 4•� 3S.LP.U-Y S I ARCHL) I cod qc4>-r--- LAY m T.O.WALL STEPS I PROVIDE(4)FULL I CAL IJ. COORDINATE 3S' COL. T.O.WALL O I WAIERPROOFIN6 T.O.WALL HE16HT 05 VERT.BARS I [-0'-9`+) I AND DRAINAGE W/ [-0'-5'4'] AT WALL STEP L_ 5 O I ,�j 1 FT6.STEPS I L� _J •} I ARCH'L DW65. L� l/) Ib'-ICY: 3'-M. 14'-ID: Q PROVIDE#5 BARS AT 24'O G. ---- Ib'-IO1: 3'-615' 14'-ID4° C VERTIG Y I HORIZONTALLY I t I G ON WALL.PROVIDE I I > T.O.WALL 1 #5 DOWEL INTO FT6.TO MATCH I Qj -O Qf [-O'-5k'4] VERT.REINF. I � C Q O' I. I I PROVIDE I INSTALL Yi (' GAP AND BASE PLATES Z�O,O I 3S. AT ALL COLUMNS T1'P. p N 3 �4 r - 3�. cA`' > C 10 to �I ,I• 50.2 50.1 V.2 t" I" i PROVIDE a TALLY L"-'-J I I PROVIDE I I TALL)Y - I '5PRIN15Fi 'GAP AND I BASE PL •C AT ALL 14'-IOW 1 I I BASE AT ALL 4'-IOV NO LALLY TYP. r -, I I I LALLY G L TYP. I I I Z ON I 10 WALL 4'L�Lr I 1 1 I 10 WALL 4"L 10 WALL )'ALLr Q I'-10'FT6. �I OL 1 1'-10,FT6. COL. 1'-10,FT6. C O T.O.SLAB M • i ELEV.-9'-b' 3 I I i T.O.SLAB Z I I ELEV. 0 I SLAB DETAIL E 1 I SLAB DETAIL PROVIDE#4x48' O 1 I PROVIDE#4x4b' O Q 0 I AT���� I I I DIA60NAL REBAR 4'NORMAL WT.COW. 5LAB CORNERS 0 I Q I I SLAB CORNERSAT . ° o O O SLAEE DETRADE. T.O.0 T.O.BEAM -0-WALL I 1 4'NORMAL T.O.H T.O.WALL O O Z Z POCKET = [ 4) I I - I SEE DETAIL POCKET O BEAM [-0-S►'4) LL -J I ADJACENT I I [-I'-b►4] ADJACENT _ I NT I 1 r ----- UNIT N Q dj w T.O.WALL - IFFCxJ�JATION T.O.WALL , FOUNDATION Q U 0 N PROVIDE I INSTALL BEAM [-0'-S►':) ------.- [-O'-") _- I �•. PROVIDE I INSTALL BEAM � I 4 I �-- :I•, POCKET AND P.T.BEARING PLATE POCKET AND P.T.BEARIN6 PLATE ( " AS REQUIRED TO ACCOMMODATE I 1 I PROVIDE I INSTALL BEAM b AS REQUIRED TO ACCOMMODATE I 1 I PROVIDE I INSTALL b BEAM.PROTECT UNTREATED I ^1 1 POCKET AND P.T. 50. -- BEAM.PROTECT UNTREATED I ^I BEAM POCKET AND P T. 50.1 LUMBER WITH BUILDING FELT I O 1 - I BEARING PLATE TO SIM I; LUMBER WITH BUILDING FELT I 1 i BEARING PLATE TO 51M ACCOMMODPROTECT uNr a = I 1 g I p I TE BEAM. ACCOMMODATE BEAM. IN THE EVENT OF SEPARATE LUMBER WITH BUILDING •. I �I 1 LUMBER WITH BUILDING � .•• I� O I I I PROTECT UNTREATED IN THE EVENT OF SEPARATE POURS,PROVIDE I INSTALL#5 ' I POURS,PROVIDE I INSTALL 05 I I O I FELT 1 O �T x 3O LONG DOWELS o 12 O.G. } x 30'LONG DOWELS o 12'O.G. Q I ►C: I ,� ' � I I 1 VERT.DRILLED I EPDXIED INTO I a Q I VERT.DRILLED I EPDXIED INTO Q I i 1 5 FDN.W/b'EMBED. 1 I I 5 FDN.W/b'EMBED. I. I 50.1 1 I 50.1 I 1 I I51M 10'WALL I 1 I SIM 10'WALL } 12'THICK GONG FT6. I I I SLAB DETAIL 12'THICK GONG.FT6. I SLAB DETAIL REINF.W/#4 BARS 0 I I I I 50.1 1'-10'FT6. I• REINF.W/#4 BARS 0 1 I 1 SO.B I'-10'FT6. 1 L i2'O.G.E.W..BOT I `, I 1 1 12'O.G.E.W..BOT. I 1 U. O [BA.F.MIN 3'-b' 1'- I _ I ' ■ 1 I J I [BA.F.MIN 3'-b' r-4kI' I W BELOW 6RADE1�� I 10 WALL I 1 4'NORMAL W.GONG. �� I BELOW GRADE)� I 10 WALL I 4'NORMAL WT.GONG. Q I'-10°FT6. SLAB-0ON Q I I'-I 'FT SLAB-0Nff;?AM. < J SEE DETAIL F I I O 6. O 1 �SEE DETAIL N b"WALL I I I I. I 3 r ry 6.� 3 � 50 2 Z '^ T.O.WALL I 1 T.O.SLAB T.O.WALL T.O.SLAB N [COORD.Wl I ELEV.-I'-0'O 6ARA6E DOORS I .. I I [COORD.W/ ELEV.-I'-0'O GARAGE DOORS ARCHL] I I = I _ I ARGHL) E I O PROVIDE CONT.#4 BAR I T.O.WALL I tb t I PROVIDE .#4 BAR I T.O.WALL 0 O ENTERED AT TOP OF WALL I [-O'-5►'4'] T.O.WALL '_ I I ENTERED AT TOP OF WALL T.O.WALL 0 AND CONTINUOUS 2x3 I I 4) I I I CONTINUOUS 2x3 SHEAR KEY AT WALL BASE I I IN THE EVENT OF SEPARATE SHEAR KEY AT WALL BASE I IN THE EVENT OF SEPARATE �✓ 1 I I 1 POURS,PROVIDE I INSTALL 05 I I 1 POURS,PROVIDE I INSTALL#5 1 I x 30'LONG DOWELS 0 12'O.G. I I _ x 30'LON6 DOWELS 0 12'O.G. VJ ' 1 I VERT.DRILLED I EPDXIED INTO ' I VERT.DRILLED I EPDXIED INTO O 55 1 I FON.W/b'EMBED T.O.WALL J I ADJACENT O 5 I FDN.W/b'EMBED. T.O.WALL I ADJACENT J ti ^I tD [-O-S�'4`] I 50.1 I �D ° t' UNIT • O O I T.O.WALL (_ FOUNDATION 1 I J ri O FOUNDATION 1 p I T O WALL T.O. b � y Y O I T.O.WALL 0 DOOR _ I DOOR 4 I b ,I [ -5►',7 [-r-eI ' o � 4' I o ° [-0-`�`4') 0l ---------- --------- -- - ------- .j• I L-- - --- o --------- ---- --- - --------- , �-- I T.O.WALL I - I T.O.WALL 1 I I 55„ [-0'-S►'4'7 I I fB.OF.-4'-b') I I I [-0'-�;] 1 OVIDE(4)#4 VERT. I ' --J I , 8 m IDE(4)04 VERT. I L--_- __J [$'O.F. BARS AT PIER I r L---- I 50.1 BARS AT PIER I r `P 1 i Q I jY I 50.1 'o I `i , 4 I rt 50.1 ri = I _ T.O. ri WALL I I -t-8`FT6•--- ---- I I T.O.WALL - 10 I [1'4'� I tib-3' tl'-10�5 10 i [-I'-4') I b'WALL ■ tl-TOTS -- 50.1 I I - ---J rb COORD.W/ARGHL 50.1 I I -- ---- COORD.W/ARGHL L ------- 50.1 I L -------- J 50.1 '7'-10" 9'-2' 14'-l' 1'-10' 4'-2' FOOTING SCHEDULE FOOTING FOOTING B FOUNDATION PLAN-WALK OUT BASEMENT A FOUNDATION PLAN-E&RE55 WINDOW ID TAG 2'-O'x2'-SIZ 2'THICK (3�#4 OR TIN& 56ALE:1/4=1-O 5GALE:1/4=1-OBOTe FOUNDATION PLAN NOTES, F25 2'-b'x2'-b"xl2"THICK (4)#4 E.W.BOT. I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION O'-0' 'x # 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, 6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES DRAWINGS PRIOR TO CONSTRUCTION. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND Y2'THICK"5PRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION 4. SEE 6ENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS GCAMERA-O'NEILL 4"INTERIOR CONCRETE � • e CONSULTING ENGINEERS SLAB ON GRADE w/bx6 t• Structural EngineeringDesi n u7 Black Point Lane Z Camera/O'Neill Portsmouth,RI 02871 .x m ,. »ot.578.:g83 SHRINKAGE CONTROL JOINT \�w V CONCRETE SHALL BE PROVIDE AND Co"sVR 9 Enipneeis (PROVIDE 5AWGUT JOINT 20 = 3000 psl MIX W/NO IN GONG.SLAB AND FILL w/ z ~►- ADDED AIR ENTRAINMENT. BARS INSTALL MAC ER " H •-- EPDXY AFTER SLAB CURES) - AT LALLY COLUMNS,PROVIDE AND INSTALL " �F NEay Qi 51ZE AND SPACING i Y 'SPRIN&FIELD'GAP AND BASE PLATES. �� , V �q RUN HOR BARS OF HOR.WALL . FASTEN GAP PLATES TO BEAMS W/(4)-I/2 DIA.LAG CONCRETE FILLED LALLY 10 MIL.POLY.VAPOR x LONG •: REINF.E.F. COLUMN SEE PLAN 4 PROVIDE d INSTALL SIMP50N P.T.POST SCREWS AND FASTEN TO CONCRETE FOOTING{WITH RETARDER.LAP ED6E5 () ABUbb(OR ABU44 AT 4x4 SEE PLANS A A �'DIA.EXPANSION ANCHORS.TYP. y POSTS)STANDOFF BASE d / w Z Z u+ v o =a b MIN. tin SHIM SPACE.COMPLETELY PACK FASTEN TO CONCRETE PIER W/ �, y r �z� W D 0 5 co WITH N.5.GROUT TO ACHIEVE FULL H- N N v e DIA.EPDXIED THREADED o 6"THICK COMPACTED , BEARING ONCE COLUMN 15 SET IN PLACE GRAVEL BASE LAYER. ANCHOR ROD(5 EMBED.) in,L U • * OC Q 1Y f GONG.SLAB ON U - UND15TURBED VIR61N 501E T.O.SLAB EL. GRADE,SEE PLANS U OR COMPACTED GRANULAR FILL PERMIT SET " U 3 t, 09 CONCRETE WALL INTERSECTION w 10"DIA.CONCRETE 50NOTUBE a .ems_-r X—•�'—X-=<—:—d �~'ti,—x—'�—=�•—•x I.5AWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. ' OF SLAB PLACEMENT,AS SOON AS CONCRETE IS CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE 5AWGU17IN6 EQUIPMENT. CORNER BARS TO MATCH 51ZE AND B.O.FOOTING EL. 2.LOCATE 5HRINKA6E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT SPACING OF HOR.REINF. P SEE PLAN FOR � PROVIDE d INSTALL 36" � FOOTING SIZE AND z (3)#4 HOOKED MAXIMUM 5PAGING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RE5ULTIN6 v REINFORCEMENT E DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A IS:I LENGTH TO WIDTH RATIO. 360 m 8 • ` 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FA13RIGATED ' PLASTIC STRIPS INSTEAD OF 5AWGUTTING.SUBMIT CATALOG GUTS FOR APPROVAL PRIOR TO USING. (D5Z6ALE�:3/4"=I'-O' PIC SECTION THROUGH INTERIOR FOOTING B.O.FOOTING S 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS-ON-GRADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH PROVIDE AND ONCRETE 50NOTUBE DETAIL,TYP. AGI-360 AND AGI-302. INSTALL INSIDE 2'-6°MIN.LAP (2)#4 BENT BARS (DSCA LE:3/4"=1'-0" CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND 5PAGIN6 OF HOR. Z I TYP.INTERIOR SLAB ON GRADE DETAIL WALL REINF.E.F. STEP VARIES, `n SCALE:NONE . 12" SEE PLAN p 6-0"MAX.) L-0 36" 1 2 6"MIN.LAP UJI 2 a (TYPICAL) r CONTINUOUS APA RATED WALL FOOTING 5HEATHIN6,5EE CONCRETE WALL CORNERS (2)#4 CONT.AT GENERAL NOTES. OU BOT OF FOOTING 2x6 WOOD STUDS®16'O.G. 0 m 8'MIN. 12)#5 CONT.AT UNLE55 NOTED OTHERWISE. TRIPLE 2x6 SILL(P.T.ON BOT.)FASTENED CV (D TYP.REINFORCED GONGRETE WALL DETAILS BOT.OF FOOTING FASTEN PLYWOOD TO ALL TO CONCRETE WITH in DIA.x 12"LONG SCALE:NONE DOOR JAMB BEYOND PLATES WITH 8d NAILS®4' HOOKED ANCHOR BOLTS®48'O.G. AND � O.G.EA.PLATE,TYP. 6'(MIN)FROM BUILDING CORNERS,WALL } �AL EPPED FOOTING DETAIL #4 SLAB DOWELS®12' 3b° ENDSF ,AND DOOR OPENIN65. N O'=1'-O" COORDINATE SLAB EDGE O.G.®6ARA6E DOOR DETAIL WITH ARCH'L OPENINGS 24. PROVIDE AND INSTALL FELT BOND J DRAWINGS T.O.WALL BREAKER WHERE SLAB IS POURED < (U NVEL. A6AIN5T FOOTIN6/WALL,TYP. LU C CONT.#4 N051N6 T.O.5LABdK T.O.5LABAdk Q 0 2x6 WOOD STUDS®16"D.G.UNLE55 2x6 WOOD STUDS a Ib°O.G.UNLESS .SEE 5 AB x—x_.•y y .SEE P NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR `. t. O O 5HEARWALL 5GHEDULE5. 5HEARWALL 5GHEDULE5. T.O.WALL �I (2)#4 CONTINUOUS Z Z z IV EL.5EE PLAN • 2 GONG.SLAB ON GONG.SLAB ON O DOUBLE 2x6 d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED GRADE,SEE PLANS BARS®TOP OF WALL GRADE,SEE PLANS CL TO CONCRETE WITH in DIA,x 12'LONG TO CONCRETE WITH in DIA.x 12'LONG (2)#4 CONTINUOUS - 10'WALL 10"WALL w LLj HOOKED ANGHOR BOLT5®48'O.G. AND HOOKED ANCHOR BOLTS®48'O.G. AND BARS®TOP CF WALL U J w 6'(MIN)FROM BUILDING CORNERS,WALL °TEG APA RATED b'(MIN)FROM BUILDING CORNERS,WALL 'T46 APA RATED L.0 U Q ENDS,AND DOOR OPENIN65. PLYWOOD W13FLOOR ENDS,AND DOOR OPENIN65. . PLYWOOD SUBFLOOR 6•TYP CONTINUOUS 6' BE—COVTINUOUS ELED 2x4 T.O.SUBFLOOR T.O.SUBFLOORr• BEVELED 2x4 f SHEAR KEY.TYP. TYP. SHEAR KEY,TYP. EL.5Et PLAN T.O.WALL 5 tpi'. T.O.WALL_0EL.SEE P FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL PRE-ENGINEERED PLATES WITH 8d NAILS®4' PLATES WITH 8d NAILS®4" FLOOR TRUSSES, B.O.FOOTING B.O.FOOTING • f• . O.G.EA.PLATE TYP. O.G.EA.PLATE,TYP. SEE PLANS P Np EL.SEE P LAN r (2)#5 CONTINUOUS (2)#5 GONTINUOUS } (2)#4 CONTINUOUS (2)#4 CONTINUOUS BARS®TOP OF WALL •- BARS®TOP OF WALL i FOOTING SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BARS®BOTTOM OF —PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED I-10 FOOTIN6 NATURAL,UNDISTURBED I-10° FOOTING BEARING FLOOR TRUSSES, 50-6RADE OR PROPERLY 90-61RADE OR PROPERLY C SEE PLANS COMPACTED 6RAVEL FILL. COMPACTED GRAVEL FILL. ^, • SECTION THRU 6ARA6E DOORS 8 SECTION THRU 6ARA&E WALL LU SCALE:3/4"=I'-0" SCALE:3/4"=I'-0" Q • • ll #5 HORIZ.BAR®TOP, #5 HORIZ.BAR®TOP N ' Z BOTTOM,d 24'O.G. BOTTOM,d 24"O.G. APA RATED WALL 2x6 WOOD STUDS®16"O.G.UNLESS u BOTH FACES BOTH FACES SHEATHING,5EE NOTED OTHERWI5E IN PLANS OR VQJ #5 VERT.REBAR®48 #5 VERT.REBAR®45" GENERAL NOTES. 5HEARWALL 5GHEDULES. _ O.G.OUTSIDE FACE '--#5 VERT.REBAR®24' O.G.OUTSIDE FACE #5 VERT.REBAR®24' DOUBLE 2x6 SILL(P.T.ON BOT.)FASTENED O O.G.INSIDE FACE O.G.INSIDE FACE FASTEN PLYWOOD TO ALL TO CONCRETE WITH 'DIA,x Ib'LONG 364 O _� lo'WALL lo'WALL '� PLATES WITH 8d NAILS®4' HOOKED ANCHOR BOLTS®48"O.G. AND • O.G.EA.PLATE,TYP. 6'(MIN)FROM BUILDIN6 CORNERS,WALL W t • ENDS,AND DOOR OPENIN65. #4 SLAB DOWELS 012° 24' ^` O.G.®TERRACE VJ T.O.STEM GONG.SLAB ON FOUNDATION IV EL.5EE PLAN 6RADE,SEE PLANS T.O.SLAB #5 CONTINUOUS HORIZ. EL.SEE SLAB #5 BENT BARS®24°O.G. 42 BAR®TOP OF STEM T.O.SLAB4 #5 BENT BARS®24"O.G. 42 '• ALTERNATE BEN05 6"STEM ,• 5 • ALTERNATE BENDS _I T.O.WALL • PROVIDE AND INSTALL FELT f PROVIDE AND INSTALL FELT T.O.SHELF N � PROVIDE AND INSTALL FELT .5 PLAN 2 `r GONG.SLAB ON BOND BREAKER WHERE BOND BREAKER WHERE • 4' BOND BREAKER WHERE GRADE,5EE PLANS SLAB 15 POURED A6AIN5T SLAB 15 POURED A6AIN5T SHELF SLAB 15 POURED AGAINST (1)#4 CONTINUOUS - 8°WALL FOOTIN6/WALL TYP. FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. #5 CONTINUOUS HORIZ. 10"WALL BARS®TOP OF WALL GONG.SLAB ON LONG.SLAB ON 6„ GRADE,SEE PLANS 6' 6RADE,SEE PLANS BAR®TOP OF SHELF b'TYP B3ENTVELEDI�4 TYP.' TYP. #5 BENT BARS®24°O.G. cz SHEAR KEY,TYP. • �- x ."r x' ALTERNATE BENDS U •• r . ` Q ••• .. Q TYP. B.O.FOOTING ,•.r •' = BLAN IVEL..FOOTING B.O.FOOTIN6 .OVAR .V P •• •.•� (2)#4 CONTINUOUS SEE PLAN I-10 (2)#5 CONTINUOUS SEE PLAN 1'-10' (2)#5 CONTINUOUS Q FOOTING SHALL BEAR ON I,-8„ BARS®BOTTOM OF BARS®BOTTOM OF CZ BARS®BOTTOM OF _ - NATURAL,UNDISTURBED FOOTING v FOOTING v FOOTING AB.0.FOOTING .' 5UB-6RADE OR PROPERLY m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON EL.PLANS I'-10° (2)#5 CONTINUOUS COMPACTED 6RAVEL FILL. NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS®BOTTOM OF 5UB-6RADE OR PROPERLY 5UB-6RADE OR PROPERLY v FOOTING COMPACTED 6RAVEL FILL. COMPACTED 6RAVEL FILL. 10 SECTION THRU TERRACE FOUNDATION SCALE:3/4'=I'-O° 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMI SECTION THROUGH WALKOUT FOUNDATION SCALE:3/4"=1'-O" SCALE:3/4'=1' NG-O' SCALE:3/4"=1'-0' G CAMERA-O'NEILL CONSULTING ENGINEERS Stnrctural Engineering Design 117 Black Point Lane Camera/O'Neill Portsmouth,RI 02871 wu,ng Er ymeers »01.S78 2993 SINGLE 2x4 SOLE PLATE,TYP. ,r NE y 2x4 WOOD 5TUD5®Ib'O.G. ORPROVIDE FASTENED . CONTINUOUS 2x4 2x4 WOOD STUDS®Ib'O.G. v � SHEARWA A BBON F STENED TO EA `''r • ✓� ,' _ 5HEARWALL.SEE 5HEARWALL PLANS a LL SEE 5HEARWALL PLANS a y SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL FLOOR TRU55 W/12d NAILS :�` :�' W Z o S oCO INFORMATION INFORMATION tip. �aW N- 51N6LE 2x4 50LE : O ~ o(a c PLATE,TYP. T.O.SUB-FLOOR V V N a PROVIDE CONTINUOUS 2x4 "Ta 6 PLYWOOD G°oRD.wr ARG"• PERMIT SET n- O GOO F TINE Q c, 'RIBBON'FASTENED TO EA. 5UB-FLOOR. QUI NT5 W/ FLOOR TRUSS W/12d NAILS 'L DW65. PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED HOOD-/ FLOOR TRU55,SEE PROVIDE YV DIA.x 6'LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 51MP50N 505 SCREW FASTENED STUB POST MOT SHOWN)BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 ,IAMB AND P05T LOCATIONS ABOVE. INTO PRE-ENGINEERED TRUSS 6.C.NOTE: TOP PLATE,TYP. DOUBLE 2x4 TOP PLATE,TYP. BOTTOM CHORD®24'O.G. PRE-ENGINEERED WOOD FLOOR TRUS5 BEARING REQUIREMENTS SHALL BE COORDINATED WITH TRU55 DESIGNER 2x4 WOOD 5TUD5®16"O.G. 2x4 WOOD STUDS®Ib'O.G. 5HEARWALL.5EE 5HEARWALL PLANS a 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL Z INFORMATION INFORMATION UJI 2 SECTION THRU FRAMING AT PARTY WALL SCALE:3/411= �O 0 V co J Imo-- V) U p O N 2x4 WOOD 5TUD5 6 16'O.G. O O 5HEARWALL.SEE 5HEARWALL PLANS a 2x4 WOOD STUDS®16'O.G. Z Z Z SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16'O.G. 5HEARWALL.SEE 5HEARWALL PLANS a INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WOOD 5TUD5®Ib'O.G. SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS a CL � LLI INFORMATION TRIPLE 24 SILL(P.. . T ON BOT)FASTENED TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED x 100 SCHEDULE FOR ADDITIONALINFORMATION NG Q N Q TO CONCRETE WITH J"DIA.x 12"LO SINGLE 2xb SOLE TO CONCRETE WITH DIA.x I2 LONG HOOKED ANGHOR BOLTS®4b'O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS®4b'O.G. AND 6"(MIN)FROM BUILDING CORNERS,WALL ' 'Tab APA RATED GOORD.FIRE RATING b'(MIN)FROM BUILDING CORNERS,WALL ENDS,AND DOOR OPENIN65. ' REQUIREMENTS W/ PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. 100 ARGH'L OW65. T.O.5UBFLOOR $, SEE PLAN PROVIDE AND INSTALL FELT BOND T.O.WALL JhT.O.WALL BREAKER WHERE SLAB 15 POURED '1111�JEL.SEE PLAN .SEE PLAN A6AIN5T FOOTIN6/WALL,TYP. T.D.5LABAk • (2)#4 GONTINli0U5 GONG.SLAB ON -: (2)#5 GONTINUOU5 PRE-ENGINEERED TOP CHORD BARS a TOP OF WALL GRADE,SEE PLANS �1C:^`` BARS®TOP OF WALL BEARING FLOOR TRU55E5, _ 10'WALL = LL W O SEE PLANS Uj P.T.2x4 SILL FASTENED TO CONCRETE !• CONTINUOUS WITH J"DIA.x 12'LONGS HOOKED ANCHOR b' BEVELED 2x4 BOLTS®46'O.G. AND b'(MIN)FROM TYP. '' SHEAR KEY,TYP. O ^` BUILDING CORNERS,WALL ENDS,AND DOOR OPENINGS. • #5 HORIZ.BAR®TOP, BOTTOM,3 24"O.G. B.O.FOOTING f• .•. = v Q BOTH FACES O #5 VERT.REBAR®4b' (2)#4 CONTINUOUS 7C) 0 O.G.OUTSIDE FACE FOOTING SHALL BEAR ON BARS®BOTTOM OF #5 VERY.R®AR®24' NATURAL,UNDISTURBED FOOTING Q� CID 10'WALL O.G.IN51DE FACE 51)5-61RADE OR PROPERLY COMPACTED 6RAVEL FILL. (D.,5tE,�GTION�THRU6ARA6E AT PARTY WALL-O' . #5 BENT BARS 0 24"O.G. 42 • ALTERNATE BENDS x • PROVIDE AND INSTALL FELT BOND BREAKER WHERE x SLAB IS POURED AC7AIN5T 7 • FOOTIN6/WALL,TYP. TYP. GONG.SLAB ON GRADE,SEE PLANS C4• Y B.O OOTIIN6 • x SEE PLAN (2)#5 GONTftOU5 BARS®BOTTOM OF v �FOOTING '^ FOOTING SHALL BEAR ON NATURAL,UNDISTURBED 50-61RADE OR PROPERLY COMPACTED GRAVEL FILL. x (D'�j5AEGTION TH RU FOUNDATION AT PARTY WALL LE:3/4"=Ib" z CAMERA-O'NEILL �/ CONSULTING ENGINEERS Structural Engineering Design iq Black Point Lane Camera/O'Neill Portsmouth,RI 02872 c lungEng:neers :ot 578.:g83 GENERAL NOTES, CONCRETE NOTES: STRUCTURAL LUMBER,ENGINEERED LUMBER: I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 1.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER GONSTRUCTION V. 9 DIME ION5,ELEVATION5,6RADE5,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 4556 AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS STRESS-6RADE LUMBER AND ITS FASTENINGS'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. d �' 9 AND ALL CONSULTANT PRANIN65 AND REPORTS INGLUDIN6 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3000 P51 AT 6EOTEGHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADE-5 AND DE516N VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LIMBER SHALL BE: Z Z u, v o E a STUDS,CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1300p00 P51, t`.;+, J�+ ,+, oc c o 2.ALL 516NIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 2b DAYS JOIST5/RAFTER5/BEAM5:5PRUGE-PINE-FIR NO.2,FB=B75 PSI,E=1,400,000 P51 i ? v o v THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 7%). PRESSURE TREATED LUMBER:50UTHERN PINE NO.I,E=1,400p00 PSI out U 3.ALL DIMENSIONS,ELEVATION5,SHELVES,BEAM POCKETS, 4,ALL CONCRETE 94A L CONTAIN AN APPROVED WATER-REDUGIN6 ADMIXTURE. 3.ALL EXTERIOR WALL 5'UDS SHALL BE AT LEAST 2x6 O 16"O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL ��' V �o� o o 0 o GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN `� U - 5 3 ;N ALL OTI ER ITEMS SHALL BE FULL?COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS O 16'O.G. _ 6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER PERMIT SET U Z v EACH DAY MEN CONCRETE PLACEMENT EXCEEDS 5 GJ61G YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO o TRADES' HE DRAWINGS PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH T ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF STUDS °C ` CODE INFORMATION AND DE516N LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. Q b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 160 NAILS.NAIL RELATED REFERENCE:A5CE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED b'O.C.FROM BOTH SIDES STA66ERED 4'APART. CONCRETE LEAD ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE H15TORIGAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-ENGINEERED WOOD TRUSSES. FLOOR LIVE LOADS: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN66 SHALL HAVE NOT LE55 THAN ONE JACK STUD AND TWO FULL I.WOOD TRUSSES SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL; HE16HT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LE55 THAN TRUSSES',PUBLISHED BY THE TRUSS PLATE INSTITUTE. PRIVATE ROOMS 4 CORRIDORS SERVING THEM,40 P5F b.ALL REINFORGIN6 BARS SHALL BE A5TM A-615 6RADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16HT 5TUD AT EACH 51DE OF THE OPENING UNLESS NOTED OTHERWISE. PUBLIC ROOMS 4 CORRIDORS SERVING THEM:100 P5F 1.ALL CONVENTIONAL LM*R ROOF RAFTERS SHALL HAVE A 51MP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2•ALL ROOF TRU55E5 AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER q.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINN65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL.AND SNOW AND ROOF LOADS/FACTOR5: ENGINEERING REVIEW.SHOP PRAHIN66 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO U5E 51MP50N L55U SKEW®AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRUSS MANUFACTURERS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPIGT REBAR LAYOUT,MATERIALS,LEN6TH5,LAPS, GA.RIDGE STRAPS(10 bD NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION) 3.HOOD TRL65 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(Pq):30 PSF BENDS,DETAILS,ETC. DRAWINGS BEARING SEAL AND SIGNATURE OF THE DE-516N PROFESSIONAL ENGINEER,R-615TERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED FLAT ROOF SNOW LOAD(PF):30 PSF OF NEW PORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 3I8 BUT IN NO CASE SHALL THEY BE 'E►" . SNOW LOAD IMPORTANCE FACTOR(Is):I.O SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRU55 LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ca),IA LE55 THAN 2'-0'OR 4$xDIA. TRUSS DETAIL SHEETS SHOWING CONFIGURATION,DIMEH510%,LOADS,MEMEER SIZES AND 6RADE5,MEMBER 4.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING THERMAL FACTOR(CL):1.0 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-05,Fg=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HAN6ER5 FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANGHORA6E HARDWARE(SPECIFIED BY TR155 6EOTECHNICAL FACTORS: 12.ALL MELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL ME5H PANELS AT SIDES AND ENDS AND BE 5ECURELY DESIGNER),ETC. FR05T DEPTH:3'-6' WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL 13E PRESSURE TREATED WITH PRESERVATIVE. MED A55U SOIL BEARING CAPACITY:SEE'FOUNDATION NOTES'IT 15 A551JMED THAT 4.TRU55 DE516NER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING THIS GON5TRUGTION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCLt-ENTS.ADDITIONAL 13.SEE ARCHITECTURAL DRAWINH65 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT II.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15l32 APA STRUCTURAL I RATED SHEATHING.J'HUBER'ZIP'SYSTEM IS PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION EL.EMENT5),51DEWALK5,AND REQUIREMENTS MAY INC.L.UDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR OUTS. PERMITTED'ZIP-R INSULATED PAN435 ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z NOT LESS THAN b'O�G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANS EDGES MUST BE BLOCKED AND NAILJ=D SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,6ENIERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSS DE516NER SHALL CAREFULLY 14.COORDINATE ALL�oUNDATION PENETRATIONS WITH ARCHITECT,PLUN�EINkS,MEGHANIGAL,ELECTRICAL CONTRACTORS WITHIN 4b'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTEGHNIGAL ENGINEER TO COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED 0 TEST AND EVALUATE THE SITE IN,ARO,RND,AND BELOW THE BUILDING FOOTPRINT TO AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO TUBS,SHOVER UNITS,WITH THE 6.G.,ARCHITECT,AND MECHANICAL DESIGN. N VERIFY THESE ASSUMPTIONIS AND PROVIDE A 6EOTECHNICAL 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 UNLESS w PROCEDURES AND 6UIDELINE5 PRESCRIBED IN THE LATEST EDITION OF 13UILDINS CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD SUB-FLOOR 5.DEAD LOADS: WIND FACTORS: SU ROOF TRU55 TOP CHORD DEAD LOAD,10 P5F RISK CATE60RY:11 REINFORCED CONCRETE'AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS O 6'O.G. ROOF TRUSS BOTTOM CHORD DEAD LOAD,10 PSF AND AGI-305/306 GUIDES FOR HOT/GOLD WEATHER GONGRETIN6. BASIC WIND SPEED Mt 130 MPH FLOOR TRU55 TOP CHORD DEAD LOAD:15 PSF EXP05URE GATE60RY,B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM J'T46 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSS BOTTOM CHORD DEAD LOAD:10 PSF TOPOGRAPHIC FACTOR(Kzt):ID BE 6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL �O BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/5'T46 APA STRUCTURAL I RATED 6.TRU55 DE516NER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD r- ENCLOSURE CLA551FICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6L.SHALL COORDINATE THE CONCRETE MIX DE516N A.E.SELF c-HEAT}HIN C7. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF C) INTERNAL PRE55URE GOEFF 66p6 30.1E(ENCLOSED B1D6J C-ON50LIDATIN67 GONIGRETE),REBAR PLACEMENT,AND METH005 OF VIBRATION TO PRODUCE A FULLY THE LESSER OF 3/4'OR Ll360 UNLESS SPECIFICALLY APPROVED OTHERWISE. CV NG SALIENT CORNER DISTANCE,b-O' CON50LIDATED GORETE POUR FREE OF VOIDS AND/OR'HOLY-COMBIN6'. 15.ROOF 5i•EATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 4b'OF 1.WOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL'EMPORARY LLJ COMPONENTS AND CLADDINI6:UNFACTORED HIND LOADS 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVE5. ERECTION BRACING. ZONES 1,2 4 3 ROOF WIND PRESSURES DESIGN,AND GON4CRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O CY) TR15 AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROU6HOUT.ALL PRECAUTIONS•SHALL BE TAKEN TO AVOID'HONEYCOMBING HE ER 'AND V0105 IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING MEMB5 SHALL BE THREE LAYERS OF#'APA RATED PLYWOOD 6.TRUSS SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 0 10 5F 30.4 P5F 35b P5F 35b P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-STAGING CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS 5TA66ERED BETWEEN SUCCESSIVE LAYERS.EAGH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP PRAHIN66 FOR ACTUAL TRUSS LAYOUT AND SPACING Z >` 20 5F 2b.4 P5F 34D PSF 34D PSF CONCRETE MIX DE-516N5 TO PROMOTE GOMPI-ETE 015TRIBLMON,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE 5UPPORTIN6 FRAMING WITH bd RINK-5HANK NAILS o 12'O.G.ALL NAIL5 SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 50 5F 26b P5F 32D PSF 32D PSF CONJTRAGTOR'S DISCRETION. STA66ERED BETWEEN NAILS FROM SUCGE551VE LAYERS. Q � Q 100 S 2 F 25 PSF 30.4 PSF 30.4 PSF 0.CONCRETE VOIDS AND EXCESSIVE'HONEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE 11,SOLID BLOGKINH6 SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL ED6E5 IN � E ZONES 4 4 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHIOD. PAR61N6,DRY-PACKIN6,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHEPE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR LL1 � a) TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLIN6 CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. Z 0 10 SF 33D PSF 40.1 P5F 5167NIFICANT VOIDS. LLJ 0 20 SF 31b PSF 38.0 P5F 18.EM61*EERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z T� Z Z 50 5F 2qb P5F 34.3 P5F STRUCTURAL STEEL NOTE5, PRAHIN66 FOR ALL ENGINEERED LUMBER AND I-JO15T5.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 0 lJ 100 SF 28.4 P5F 31b P5F I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE A15C 5PECIFIGATION5 AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 SF 25.2 P5F 25.2 PSF LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING,AND SQUASH BLOCKS. 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL BE ASTM Agg2 FY=50 K51.BASE PLATES, IcI.LAMINATED v`E EER LUMBER(LVL),LAMINATED STRAND LLll" ° (L5U,AND PARALLEL STRAND L,*+BER(P5L)SHALL U J Lii FOUNDATION MOTES: v> Q CHANNELS,ANGLES,AND MISC.STRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 K51.ALL SQUARE AND BE VERSA-LAM BY BOISE CASCADE OR EQUAL. Lu U Q 1.ALL 501L CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTAN6ULAR HOLLOW STRUCTURAL SECTIONS(HS5)SHALL BE ASTM A-500 6RADE B FY MINIMUM 46 K51. p to 0 CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND PSL BEAMS SHALL HAVE;HE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,Fr,=150 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREt'"TS OF ASTM F1554 AND P51 Fr,=3000 PSI,FV= 285 PSI,E=2000,000 PSI 2.ALL 501L SUPPORTED FOOTINI66 SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 5U86RADE OR COMPACTED BANK RUM GRAVEL FILL WITH A BEARING CAPACITY OF 21.PSL COLUMN5/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=150 AT LEAST 3000 PSF.6G SHALL BE RESPONSIBLE FOR DETERMINING THE SITE'S 4,ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI,FV= 285 PSI,E=1,100,000 P51 HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE6.G.SHALL BE RESPONSIBLE FOR CONSTRUGTIN6 THIS BUILDING AND SURROUNDING 51TE/SUB6RADE 22.LVLS AND PSLS SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THIS RILL IN STRICT ACCORDANCE WITH THI5 REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE EIOXX. LENGTHOF THE MEMBER. 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BROW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AW5'CODE FOR ARC 23.AP►E_IVE USED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF ASTM D-255q-1b. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPAGTED GRAVEL. AND 6A5 WELDING IN BUILDING CONSTRUCTION',LATEST EDITION. 24.ALL 514,P50N CONNECTORS(HAN6ER5,STRAPS,UPLIFT CONNECTORS,P05T GAPS,ECTJ SHALL BE COATED WITH x 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOLTS OR rFiDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. �- EACH TYPE OF SOIL TO BE COMPACTED. OF 10,000 POUNDS UNLE55 NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR U5E WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LE56 THAN g5%OF MAXIMUM DRY DENSITY PER 6.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4'UNLE55 NOTED OT►ERl 15E PRESERVATIVE TREATMENT U5ED. L- ASTM 0I551 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH, q,ALL WELDS SHALL BE V151JALLY INSPECTED AND ALL FULL PENETRATION rELD5 SHALL BE INSPECTED BY x O 26.ALL FASTENERS-EXPOSED TO MOISTURE,EXPECT®CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE - b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC,TESTING. WEATHER SHALL BE MADE FROM N ON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE w TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. ARCHITECT OF RECORD. 10.AN INDEPENDENT STEEL TESTING A6ENGY SHALL PERFORM ALL ULTRA50NIC INSPECTION AND TESTING.THE O STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL 5CHEDUL-E ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RE515T UPLIFT LOADS WITH SIMP50N PG/EPG _ 1.BAGKFILL SYMi€TRIGALLY AGAINST ALL FOUNDATION WALLS IN INGREMI NTS NOT TO REaUIREN ENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T GAPS AND 48'LONG(UNLESS OTHERWISE NOTED)51MP50N 206A COIL 5TRAP5.STRAPS SHALL BE z �' n l EXCEED 2 FEET MAXIMUM DIFFERENTIAL. II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH /�' �✓ 7 SEQUENGE5 WITH RELATION TO TI=MPERATURE DIFFERENTIALS AND STABILITY. IOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. - ` v ' L b.SEE PI.UMEIN6 AND ELECTRICAL PRAHIN95 FOR UNDER FLOOR SYSTEMS AND SPECIAL n l GRANULAR FILL MATERIAL REQUIREMENTS. 2b.ALL CEILING FRAMING(INCLUDING TRUSS BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE 3 r 1 W 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,L005E _ v Q �L HE FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOvEHENTS.COORDINATE ALL CEILING SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO - O q.NO FOOTINGS OR SLA55 SHALL BE POURED INTO OR AGAINST SUB6RADE CONTAINING ARCHITECTURAL PRAHIN95 AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. FREE WATER OR ICE. O 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE 4 INSTALL 10.ALL 5LAB5-ON-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE 4 INSTALL j'FULLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING 4 POINT CONTIN110'J5 2Xb CLEAT FASTENED THROUGH 5FEATHIN6 AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING 6RANILAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE NIO DECKING SCREW W 5UB6RADE PREPARATION REGUIREHENT5 WITH CIVIL AND/OR 6EOTECHNICAL ENGINEERS THROUGH TOP OF RAFTER. OF RECORD. 14.GUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL HEMBER5 FOR THE WORK OF OTHER TRADES L SHALL BE SHOWN ON SHOP PRAHIN66 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30. PROVIDE AND INSTALL HORIZONTAL 4'xb'PLYWOOD PANEL CENTERED ON THE PRE-546INEERED WOOD RIM TRUSS. HOLES OR GUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXGEPT BY WRITTEN II.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE PHRMI5510N FROM THE STRUCTURAL ENGINEER OF RECORD. THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS O 6'O.C. _ DESIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT IS THE RESPONSIBILITY OF THE (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENC71NEERED WOOD RIM TRUSS TOP CHORDS, GENERAL CONTRAGTOR/OV#t ER TO CONFIRM WITH A 6EOTECHNICAL ENGINEER,CIVIL 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/bd NAILS O 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH bd NAILS O ENGINEER,OR OTHER QUALIFIED DESIGN PROFE5510NAL TO ENSURE HYDROSTATIC AND EN6INEERIN6 REVIEW.SHOP DRAHIN66 SHALL BE REVIEWED AND APPROVED BY THE GENERAL 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FORGES DO NOT EXIST. CONTRACTOR PRIOR TO SUBMITTING TO ARGHITEGT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH bd NAILS O 6'O G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH _ 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,GUTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED bd NAILS O 6'O.G."EXCEPTION:PLYWOODPANEL PA SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AND JACK) Cn x x x x x z • z z PROVIDE SIMPSON PCbZ COLUMN GAP AT ALL DECK POSTS CAMERA-O'NEILL ALL DECK BEAMS SHALL BE PROVIDE 5IMP50N H2.5A FASTENED TO POSTS TO CONSULTING ENGINEERS -o o UPLIFT ANCHORS AT EA. o a RE515T UPLIFT WITH SIMPSON Structural Engineering•Design AT END POST,PROVIDE AND END OF ALL DECK JOISTS, o COIL STRAPS,SEE DETAIL o o AT END POST,PROVIDE AND Black g S S S u7smouPontLane INSTALL l0'LONG,20 6A x�'�x� TYP• x� s '�a I INSTALL 10'LONG,20 6A I Camera/O'Neill Portsmouth,9 3 SIMP50N COIL STRAP FROM ONE SIMP50N COIL STRAP FROM ONE gEnyrneerb coi.578._983 wlUn SIDE OF POST,UP AND OVER THE 51DE OF POST,UP AND OVER THE TOP OF THE BEAM,AND DOWN THE TOP OF THE BEAM,AND DOt-N THE � OTHER SIDE.FILL ALL AVAILABLE OTHER SIDE.FILL ALL AVAILABLE 4 :ltW - � Y NAIL HOLES WITH ION NAILS.SEE .T. 12 GK NAIL HOLES WITH ION NAILS.SEE SIMILAR DETAIL 1/52.0 I5T 6 Ib O.G. SIMILAR DETAIL I/52.0 �'1 ,cP' V ?+'9 2 a 4A"� x Ov s L 10 g' �'Vt g' g' x I P.T. A2 GE H R AT c� n x� PROVIDE 3 INSTALL '`A�`n i t w Z Z u, y o E wo F A DEC' I TS cx SIMP50N ABU44 STANDOFF ,:. �. ., ,u allo ° N6 ND BASE Q FASTEN TO GONG. y �,, �I '�'-> >o o b I O M IST NT11 T. x12 � �-- 51.1 W/( )'4 4' N6 FA TE I THREADED ANCHOR EPDXIED \'r:♦ -.;-fir-4j%� p,V a .v \ o- rC I Ib' � ErtBEDJ PROVIDE Q INSTALL BEAM POCKET AND O ~ ° r _ I O ST/ a b ID P.T.BEARING PLATE TO ACCOMMODATE U x Cl PROVIDE a INSTALL S ( Y,' 4'L1113 50•I PERMIT SET ^N Ib' G. BEAM.PROTECT UNTREATED LUMBER WITH U ,�z o PAIR OFF TTTIES CPROVIDE a INSTALL BUILDING FELT oc tZ5 _ PAIR OF DTT2Z Q 2x8 1RTPL�2xb TRI 8 TENSION TIES +6 50 HEADER �' � T 0 PRE-ENGINEERED 61RDER DOUBLE 2xb STUB POST Q,y+ D ROW OF L.V.L.BEAM(FLUSH) r O PRE-ENGINEERED 61RDER 0 FJLLDEPTH SOLID `ya BLOCKING DESIGNER TYP. L.V.L.BEAM(FLI15F1I VIDE QUAD 2xb ARGH'L DW65. I 0 tlC ARGH'L DW55. 1 OLS E � 1] ' C J J 'SPRIN6FIELD'GAP AND �' � _ 'SPRIN6FIELD'GAP AND o N 41 � LALLY COLUMNS,TYP.r � � LALLY COLUMNS,TYP. � N -O tY 10 H PRE-ENGINEERED 61RDER PRE-ENGINEERED GIRDER �c::::3 TRJU456 OR DOUR E ' QQ 1 o 1 0 44 Q Z_o o_o a) �O N �ILA ONC)Ncn Y Y 0 U - 1 CV 4)0 o U 1 50.2 1111 50.2 J -j 5PRIN6FIELD'GAP AND 15PRIN6FIELV8 GAP AND r--ExEr5 r 5 Y GO ,TYP. Y COLTYP.I '- )II- - c�1 )ill_ 0 50.1�• Z N '^SLY SLY C Q � (y) ROW OF BLOCKING ROW OF BLOGKIN6 LL L- BEARIN6 WALL TRU55 DE5156tNER�lc�51 RESPONSIBLE FOR BEARING WALL 5PECIFYIN6 ALL CONNECTION AND O UPLIFT HARDWARE.TRUSSES SHALL BE TRU55 DESIGNER NOTE, -4 TRU55 DE51611ER NOTE: DE-516NED TO MEET ALL BEARING > INDICATES } TRU55 DESIGNER NOTE, dMITtocAl ION, REQUIREMENTS.APPROACHES TO TRU55 DE516NER NOTE, APPROXll!tocAr U_ } InAACHIEVE REQUIRED BEARIN6 INCLUDE, � s, O 0 COORD.W/ARCH/6.C. BUT ARE NOT LIMITED TO,BEARING L 1 - GOORD.W/ARGHJ6.C. Z F- ENGHANGERS,ADDITIONAL TRL155TRIFADan , _ Q Z Z PLIES,DIFFERENT MATERIALS,ETC E I 0:� SEE 6ENERAL NOTES FOR ADDITIONAL REQUIREMENTSANFORMATION vL'x ILL. w (> _j LL.i w Q t� vUi p PROVIDE t INSTALL BEAM PROVIDE I INSTALL BEAM POCKET AND P.T.BEARIN6 PLATE b POCKET AND P.T.BEARING PLATE / AS REQUIRED TO ACCOMMODATE ZPROVIDE!INSTALL BEAM AS REQUIRED TO ACCOMMODATE L PROVIDE!INSTALL 6 BEAM.PROTECT UNTREATED POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED BEAM POCKET AND P.T. 50.1 LL'BER WITH BUILDING FELT O BEARIN6 PLATE TO SIM LU43ER WITH BUILDING FELT O BEARING PLATE TO SIM ACCOMMODATE BEAM. ACCOMMODATE BEAM. o PROTECT UNTREATED -o PROTECT UNTREATED LUMBER WITH BUILDING LUMBER WITH BUILDING ei FELT FELT 5 5 50.1 50.1 SIM 51M ' 'L._ O 5 5 L1J ^ 50.1 50.1 - J O E3 3 l: _j 50� E 50.2 N > z o SO.I l b PROVIDE!INSTALL--,.,. 8 SIM `�•1 SIMPSOti AM44 STANDOFF 50'I BASE f FASTEN TO GONG. 50'I W/%6 VIA.EPDXIED THREADED ANCHOR ROD(b° Q EMBEDS Q Q b Q b 50.1 6L 50.1 B FIRST FLOOR FRAMING-WALK OUT BASEMENT - A FIRST FLOOR FRAMING-E6RE55 WINDOW SCALE:I/4"=I'-O" 50.1 SCALE:1/4 PLAN NOTES: SIM • PLAN NOTES GONT.: I. *J-4K JACK AND KING STUDS SHALL BE SAME DIMEN51ONAL STUD LUMBER AS ADJACENT 571JD5.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR EN611 ED MEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S FULL-HE16HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. RAW 10.ALL MULTI-PLY WOOD AND/OR EN61NEERED MEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURERS ` 2. INDICATES 51MP50N 5TRON6-TIE TYPE HAN6ER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HAN15ER5 REQUIREMENTS AND PREVAILINry STATE 5UILDIN6 CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO 6ENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Y2'THICK'5PRIN6FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL GUIDE TO FRAMIN6.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMIN6 METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWIN65 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD 6AN6ED TO A DOUBLE KIN6 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,ELEVATION5,SHELVES,BEAM POCKETS,CUT-OUT5,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL b. REFER TO 6EtZRAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' T. ALL FULL4E16HT COLUMNS WHICH PASS THROU614 FLOOR OR GEILIN6 FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UfTERS,CORBELS,BUILD-OUT5,PAD-OUTS,AND ALL OTHER APPLIED 6. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 117 Black Point Lane Camera/O'Neill Portsmouth RI o2871 Coruing Engineers 401.S7E.2983 4rF 1�EWy ZZW �o p W OD 5100 • .�:.' �..1� H y H Q \' 0 L.V cc 0 W O po 0 ,,,O C v Cl PERMIT SET `� U_ � ij U Q PRE-ENGINEERED ROOF TRU55,SEE PLANS x 6.WB.,GOORD. ADJAGE APA RATED WALL SHEATHING, W/ARCH'L SEE GENERAL NOTE5. UPPER ROOF TRUSS SHALLUNIT GEAR ON LOW ROOF TRUSS SINGLE 2xb SOLE PLATE 2xb WOOD STUDS®I b"O.G. E i'T46 PLYWOOD Z 5UB-FLOOR. 0 N �O W w ,LL!li PROVIDE AND INSTALL TRIPLE 2x6 2x4 e16 O.G. � STUB POST/SQUASH BLOCK T BEARI N6/5HEARWALL SHOWN)BELOH ALL JAMB AND a Q P05T LOCATIONS ABOVE. f �Q E, 2�PRE-ENGINEERED PRE-EN61NEERED ROOF O 0< DOUBLE 2xb HOOD FLOOR TRUS`',SEE PLANS N -' TOP PLATE,TYP. TRUSSES,5EE PLANS PROVIDE 2x DIA6. } BRAGIN6 a 4&'O.G. PROVIDE BLOCKING BETHEEN O FLOOR TRUSSES TO PROVIDE N Ch SUBSTRATE FOR FLOOR J — i- 5HEATHIN6 FA5TENIN6 Q F— to JL+-L w 0 b SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING SCALE:3/4"=I'-O" Z z PRE$JfiINEERPD FLOOR TRUSS,SEE PLANS 2xb elb'O.G.BEARIN6 WALL 2x4 alb'O.G. U Q di BEARING/5HEARWALL w U Q 2xb olb'OL.BEARIN6 WALL 0 N CONCEPTUAL SECTION SCALE:I/2"=I'-O" APA RATED WALL SHEATHING, 6.HB.,COORD. SEE 6ENERAL NOTES. H/ARCH'L 51N6LE 2xb SOLE PLATE 2xb HOOD 5TUD5®16"O.G. x "T46 PLYWOOD } PROVIDE CONTINUOUS 2x4 5UB-FLOOR. L LL 'RIBBON'FASTENED TO EA. p FLOOR TRU55 H/12d NAILS z O O 13- PROVIDE AND INSTALL TRIPLE 2x6 0 0 STUB POST/SQUASH BLOCK(NOT SHORN)BELOH ALL JAMB AND P05T Y ^^ll U-Q LOCATIONS ABOVE. I"APA RATED WALL - - N > Z p 5HEATHIN6,SEE 0 PRE-ENGINEERED 6ENERAL NOTE5. r 1 W DOUBLE 2xb HOOD FLOOR TOP PLATE,TYP. TRUSSES,SEE PLANS 2x BLOGKIN6 AND TRU55 —CONNECTION HARDWARE PER 0 J015T DESIGNER. _ O Ininn— co PRE-ENGINEERED W HOOD TRUSS, SEE PLANS _ W PRE-EN6INEERE Tar,PL�rwooD D • aSC5 CTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING IN RooF sHEATHiN6WOOD TRUSS, PRE-ENGINEERED ROOF SEE PLANS ALE:3/4"=I'-O" TRUSS,SEE PLANS PROVIDE AND INSTALL IS 'APA RATED T46 UPLIFT ANGHORA&E PER { PLYWOOD 5HEATHIN6 LAP SHEATHING TRU55 DESIGNER Q'-O"MINIMUM PROVIDE e z INSTALL UPLIFT I'-On MAX AWSHORAGE PER z TR1n5 M516NER 51146LE 2xb SOLE PLATE PROVIDE 4 INSTALL HOOD BEAM, HEADER, UP51DE DOWN 51MP50N Td6 APA RATED SEE PLANS SEE PLANS IU53.56/IIBB FACE - PLYWOOD SUBFLOOR 2x LADDER FRAMED RAKE MOUNT HAN6ER5 L..V1.BEAM,SEE PLANS PRE-ENGINEERED P.T.POST, APA STRUCTURAL I RATED---' HOOD ROOF SEE PLANS --�— EXTERIOR PLYWOOD TRU55 5HEATHIN6.5HEATHIN6 SHALL %�'—PRE-E%INEERE TRU55 DESIGNER NOTE: CONTINUOUS 2x&LE06ER®HEEL OF x EXTEND TO TOP OF 6ABLE WOOD GABLE PROVIDE SEAT TO MONO-SLOPE TRU55E5 FASTENED THROUGH END TRU55 END ROOF ACCOMMODATE LEDGER. SHEATHING AND INTO HALL STUDS WITH(2)j'x4Y TRUSS SIMP50N 5D5 5GREH5®Ib"O.G. 5EE ARCH.FOR---'� REFER TO TRU55 DE5164ER'S REGUIREMENT5 PROVIDE a INSTALL UPLIFT �K—CANTILEVERED EXTERIOR FINISHES,TYP. FOR TRU55 FA5TENIN65 TO LEDGER AND HALL. ANCHORAGE PER TR1155 PRE-ENGINEERED FLOOR DE-516NER TREES,SEE PLANS (DEEE ON THROUGH PORCH ROOF 2xb 616'O.G.4 RAKE LADDER FRAME DETAIL AT TRUSSES :3/4"=1'-O" BEARING WALL SCALE:3/4"=1'-O' G)MLE TION AT CANTILEVERED FLOOR TRUSSES :3/4'=1'—O" z G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design LADDER FRAMED RAKES ARE NOT SHOWN ( u7 Black Fm983ane Camera O'NeillLADDER FRA=RAKES NOIL Portsmouth,RI ox871 FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ConsulungEngineers 401 S78: ADDITIONAL INFORMATION GABLE END BRACING r J E W}, CEILING/BOTTOM CHORD OF TM65 TRU55 DESIGNER NOTE C r A ALL PORCH TO POSTS TO ,c� Cry 9•f. SHALL BE FASTENED TO EFFECTIVELY PROVIDE SIMPSON H25A TRU55 DESIGNER IS RESPONSIBLE FOR BRACE GABLE END WALLS. RESIST UPLIFT WITH SIMP50N -o -o -o -o -+, -o I SPECIFYING ALL CONNECTION AND .p.� UPLIFT ANCHORS AT EA. -p A-p,� COIL STRAPS,SEE DETAIL 'o•�'fl•�, END OF ALL ROOF JOISTS UPLIFT HARDWARE.TRUSSES SHALL BE TYP. g� g\V. v REQUIREMENTS.S APPROAC MEET ALL HES TO 1 L W Z Z�++ ro o E 1 I 2 10 _M_( _O_PPED) _ ____ __ _ FRAMER�� PROVIDE SIMP50N LU5210 = ___ 1=111==A_ __ ____ ___ __ __ __ ____ = ACHIEVE REQUIRED BEARING INCLUDE "'U°C o GABLE END BRACING BUT ARE NOT LIMITED TO,BEARING CEILING/BOTTOM CHORD OF TR455 NOT HAVE ANY C9 FACE MOUNT HANGERS AT ENGHANGER5,ADDITIONAL TRUSS JOINTS ACROSS STAIR G W U � -o ALL ROOF JO STS,TYP. a T 2xl JO TS Ib' I PLIES,DIFFERENT MATERIALS,ETG `SHE BE FASTENED TO EFFECTIVELY OPENING C�++ o p o .6.( MIN INN ) CONTINUOUS 2x10 5g GENERAL NOTES FOR ADDITIONAL BRACE GABLE END WALLS. O j a N Q LEDGER FASTENED REQUIREMENT 5/INFORMATION ?� ?� Y x n o THROUGH SHEATHING U g� AND INTO WALL STUDS fi PERMIT SET = s --- __ ___ ___ __ _ ___ H/Y4x4�'5IMP50N505 Q t, SCREWS a 16'O.G. TRUSS BLOCKING ___ ___ _ _ ___=MF _ TRIPLE 2xb TRTP�2x8 TRIPLE 2xB TRIPLE 2xb N STAG6ERED PROVIDE AND INSTALL SOLID TRIPLE 2xb TRI 2xb TRIPLE 2x6 TRIPLE 2xb IIII N HEADER HEADER �CADER HEADER I BLOCKING EA.SIDE OF ALL RIDGES, HEADER if ADER HEADER HE61M -PROVIDE t INSTALL VALLEYS!HIPS AND AT ALL EAVES IIII_ TO SUPPORT AND FASTEN SHEATHING III TB45I ON TIE -I PROVIDE!INSTALL IIII TENSION TIE ?xpr,,,,.E Q 6 DOUBLE ROW OF FULL PANEL EDGES.SEE GENERAL NOTES III p K ""DL Pc DEPTH OCKING 50LDPAIR OF SIMP50N DTT2Z FIRST RAFTER/FIRST TRUSS PROVIDE CONNECTION TENSION TIES FASTEN FIRST RAFTERIrF4195 THROUGH HARDWARE _ SHEATHING INTO WALL STUDS/TRU55 ' �k6 F ! 'BETS W/Y4 x4%SIMPSON SOW .2 ft 6 p�T p —- `SCREWS AT I6'O.G.STAGGERED OS FIRST TRU55 NNLE55 OTHERWISE NOTED) T h+'`QCh` I C DER TRUSS \ PROVIDE GO14 ECTION HARDRA ZE PER 2x4 oV O.G.BEARING 1 ADJACENT ADJACENT WALL(SHOWN SHADED) UNIT 7 x UNIT 7 WALL(SHOWN SHADED) PROVIDE TRIPLE 2xb G.G.NOTEr (SHOWN SHADED) S 5 PARTY I SEE SECOND FLOOR HEADERS AT ALL THIMIRMM wlw)nw TWIct I Irni THIF PARTY--% HALL BETWEEN VNIT5:�� FRAMING FOR ALL O OPENINGS TRU55 T cn LOW ROOF FRAMING \ Z FNEADERS BE, AND N \ BLOCKING,�,� 0 P05T5 SEE NOTE !' X 2 LU IIII I DESIGNER NOTE, V.2 ,\ IIII J_ ~ TR�S IIII /K III 61RDER TRUy5 SHALL in n �O IpI 2x4 alb'O.C.BEARING - BE DESIGNED TO WALL(SHOWN SHADED) IIII III (� ,\ p FROM HEADERS ABOVE V IIII I PROVIDE AND INSTALL 48'LONG,20 6A _ IIII`V 51MP50N GOIL STRAP FROM ONE 51DE Of BEAM SEE PLAN III V IIII_ POST,UP AND OVER THE TOP OF THE BEAM III y Z 0 IIII AND DOWN THE OTHER SIDE.FILL ALL - C IIII co 2x4 016.O.G.BEARING AVAILABLE NAIL HOLES WITH IOd NAILS. HALL SFNOWNAD®) BOTTOM OF P05T SIM,SEE GENERAL NOTES III \_� 6.c.NOTE: Q K I FRAMER NOTE TAPERED INSULATION A5 REQUIRED L.SHALL PROVIDE 4 INSTALL Qf U 51MP50N PG OR EPC POST GAP EAVEPROVIDE TRIPLE U- SEE GENERAL NOTES OCKING, titAUU<5 AT ALL TO PROVIDE P051TIVE DRAINAGE 9EENOTEDORMER WINDOW AND PREVENT PONDIN6 ON FLAT LL. J, P.T.POST OPENIN65 ROOF 5 O q,s+ SEE PLANS nP/ s. PLUMBIN6 LINE L CATION PROVIDE CONNECTION O O z p�� CY PRE BOTTOM c�Ho g� I .2 6'pF HARDWARE DE-516NER O Z Z �T 05T —— 0 TYPICAL DEGK/PORCH BEAM STRAP DETAIL FIRST TRU55 SEE NOTEw I -� Q+ w Q Q SINGLE 11.815'LEDGER �j cU FASTENED TO TF465 BOTTOM I�i 6.G.NOTE, IIII CHORD H/y�'x3'SIMP50N SDS �j 5FEARHALL(SHOWN SEE ROOF FRAMING IIII SCREWS O 16 O.G.STAGGERED _ S;0 III 2 FOR ALL ROOF IHI ;0 5HEARWALL PLAN 51.1 FRAMING HEADERS, - BEAMS AND POSTS Ini 2 III CHORD.ATTIC AGCE55 IIII sI.1 III DIMENSIONS W/ARGH'L Dw65. N � _ I II� PRE-ENGINEERED WOOD C71APM TRUSS 1.j )III o PROVIDE!INSTALL UPSIDE I � v, W DOWN SIMP50N IU5356/I1bb TRUSS O FACE MOUNT HANGERS 1 N ��`' N L ADJACENT BLOCKING, • BLOCKING,-\'l L UNIT 7 SEE NOTE SEE NOTE o �UNIT�T7 0 2xb 016'O.G.BEARING W WALL(SHOWN SHADED) WALL(SHOWN SHADED) I 51.1 2xb LEDGER TO FROVI N > Z FASTENING.FASTEN TO TRUSS TO CHORD W/Y4 x3'SIMP50N 5 O THIS WALL 15 THE PARTY I SCREWS 0 16'O.G.5TA66E O PRE-EN6INEERELI IAL WOOD r /1 I-2K 2 'CHIMNE-�' PRE-EN61 "CHI IIII 50.2 III PRE 1NNE?�SPEC) CHIMNEY HALL Sf IIII� I �Jl � IIII a� 1' 1` III &ABLE END TFSHALL IIII� IIII III OVER BA HALL PRE IIEE 'GHIMNE`A'TRU55 UzZKZ PRE-ENGINEERED 61RDER TRUSS DIRECTLY BELOW HALL ABOVE B — — ——— TRIPLE 2x6 TRI 2xb 2 =__ — HEADER — 1-1` ' I ___ _ ——— _7 QCl"-Q(fi�III �/ -------------------- /_ PRE-ENGINEERED III �u HIP TRUSS III PRE I O J' 4'OL. DOUBLE 2x10 III DOUBLE 2x10 TRIPLE 2xb HEADER BEAM(DROPPED) III------ L----- — TRIPLE 2xb HEADER 6 ------- -- - - -- ———————— T,4x =_____== _== __== _ _ =_ = = ARCHITECTURAL ------------ ------ ————————— — —— — — }o POyT EMBELLISHMENTS BY OTHERS. �p� � •k COORDINATE WITH Q GONTIN.101,5 2z6 LEDGER 0 HEEL OF _ ARCHITECTURAL DRAAIN65 Q Q� 3 MONO-SLOPE TRUSSES FASTENED TR&'DE5*NEp No OVIDE SEAT AT BLOCKING J 51.1 THROUGH SHEATHING AND INTO HALL TRU55 HEELS AT SEE NOTE STUDS WITH(2)#'x4'51MP5ON SIPS �A� B SECOND FLOOR FRAMING 5CREW5 a 16'O.G. LEDGER SCALE:1/4'=1'-O" REFER TO TRU55 DESIGNER'S 3 REQUIREMENT5 FOR TRUSS FASTENINGS A ROOF FRAMING TO LEDGER AND WALL. 51.1 SCALE:I/4'=1'-O" PLAN NOTES. PLAN NOTES GONT.r • I. sJ-#K JACK AND KING STUDS SHALL BE SAME DIMEN51ONAL STUD LUMBER AS ADJACENT STUDS.(I e.2J-2K MEAN5 2 9. ALL.-tLTI-PLY HOOD AND/OR ENGINEERED MEMBER5 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S FU L-HEI6HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. H16I] 10.ALL MULTI-PLY HOOD AND/OR ENGINEERED t EMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S 2. -INDICATES 51MP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HAN6ER5 REQUIREMENTS AND PREVAILING STATE BUILDIN6 CODE, SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK'SPRINGFIELC)*GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4 UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAHIN65 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED 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 HOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATION5,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMNS WHICH PA55 THIROU6H FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFi'5,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED b. ALL PLATFORM FRAMED POSTS,HALLS,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 STUD5,'50UA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design ti7 Black Point Lane Camera If O'Neill Portsmouth,RI 02871 wrung Engnevs 401.578.2983 N W r Z Z LU v o a CO LU u1 tD •o >O ? AT WALKOUT BASEMENT '�^�. ',;:^ c'y� ~'"~ Q F o OPTION,PROVIDE 45TI' _'� � o�c C LU o a p o /7FIR5T TRAP HOLDOWNS IN LIEU OF'HT HOLDOWN5 AT U = ?a s FLOOR FRAMING PERMIT SET U 'D cj . IN 5WI 5WI 5WI 00 00 1 ADJACENT UNIT 7 THI5�*CARWALL 15 THE PARTY WALL BETWEEN UNITS N Z 0 > 00 00 �O V) 0 Q � J Q IZ O M J Q (/) O N +- > Z LU z z V) Of LU J LU H& Hb 0 Q ~Q ry 5W3 /P to x 1 ADJACENT z O UNIT01 7 00 0 3 a� o O tV 00 z Y Y s @ELET FLOOR SHEARWALLSBA5EMENT 5HEARWALL5-WALKOUT BA5EMENT OPTION :I/4"=I'-O" 5GALE:I/4"=I'-O" SHEARWALL 5GHEDULE x 5HEARWALL PLYWOOD SHEETROGK WALL STUDS BLOCKING NAILING o HOLDOWN NOTE-5: ID TAG FACE FACE ®PANEL EDGES a EDGES? PANEL EDGES - I. ALL THREADED ROD HOLDOWN5 SHALL BE FASTENED TO CONCRETE FOUNDATION5 WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT 5WI OUTER INNER SINGLE 2xb BLOCKED ad•b"O.G. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. ab • 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWN5 SHALL BE G ED ANG TOGETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. SW2 NONE INNER SINGLE 2x6 BLOCKED SCREWS®4'O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO 5W3 EITHER BOTH I DOUBLE 2xb BLOCKED bd•3"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL DETAILS FOR FURTHER INFORMATION. 4. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS HOLDOWN 5GHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOLDOWN THREADED CONSTRUCTION. ID TAG SIMP50N HOLDOM FASTENERS ROD = 5. PROVIDE AND INSTALL HORIZONTAL 4kb'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL FASTENED TO, TO FRAMING DIAMETER EMBED.INTO { FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH ad NAILS a b'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE CONCRETE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON J015T5 W/bid NAILS 6 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5D52.5 DOUBLE WALL STUD 505 SGREW5 5/6'DIA. 12' ` WITH ad NAILS o 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH ad H4 HDU4-SD525 DOUBLE WALL STUD 5D5 SCREWS 5/b'DIA. 12' NAILS o b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bid NAILS o b'O.G."EXCEPTION,PLYWOOD PANEL SHALL � HDUb-SD52S TRIPLE LSL WALL STUD SD5 SGREW5 /b"DIA. 12' BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bid NAILS(5 EACH KING AND JACK) STI 65-20x54"LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM r•.aam�•.aama•mamma ■•aa�■.a�••�••aa�■■aa�••aa�a•� ■ REFER TO BASEMENT • I FLOOR PLAN O ON THIS I • � DRAWING FOR � W � c o • ADDITIONAL SCOPE OF y' �� • • H N H > C P WORK I c W u �g ■ • p °o 0LU c o..; a a I I ^z I 3 � '; O ,c• HI�'ISHED UNFINISHED OO uP J ��.a� ! 4 BASEMENTL..aaal•.aa�..aa�..aa�.. ..�..�..�... -. momman Q Tv \' y REFER TO BASEMENT �„ No FLOOR PLAN O ON THIS Q o DRAWING FOR N ADDITIONAL SCOPE OF CV WORK o O o 1 LL �- E ZLU U kll� O w V) H w U Q — —--- Q N O O 4 P ° O eM P-CAN MP-TEL LL z W A KITCHEN MAKE AIR FS e UP CONTROL PANEL FS 8 w (Y) UI,!EXCA-V,�TE-D N K 4 iIFIi'.!ISHGD O UTILITY co C) � 1 � N o I- Qj N o - z c co J c N o O FoF w 5 s N CD BASEMENT FLOOR PLAN W/ WALKOUT Q BASEMENT FLOOR PLAN a • SCALE:1/4'=1'-00 ' SCALE:1/4'=1'-0* R.W.Sullivan Engineering P UEP I FP FigrwN.Code.Curasm" TV*so reC w,SNWanSL Swaxi3 x Boston,Wmc r=5 02129-n01 � Pro.*(611)5234Wf wnwfws,,lrnmm :IRWSJOB# '6016800 0 0 2 4' 8' a /4'=:"-0' c� e a ji INT, FACE F FR/ MOVED 4- 1 ) z 0 4�' c H 0 t: 3001 CR WIP z 3 3 (2)E) DOWN TEL 3 TV TV FP DOWN ® aIL LU I- . Vi O C) --j I z '3 3 Furna 3 08 3 :1y '� WIP 0 db z C < 0 0 1 CL 04 Qf -O-Z 0 G E) 0 04 j L- LL- C o 0 0 qp z E 3 13W 0 UNIT A,C1,C2 SERVICE DISCONNECT AND UTILITYLLJ 2 V) 0 METERS REFER TO RISER m Co: LOCATED 1 0 m THE ATTIC 06 w LU m F U V) -j IF C LU < =0 qp U- db s @ a I eo 0 RG= L..J HD r1k.0 E)(D �` C& 0 0 c4c 0 � � PrGFP rq—p qp E) REFOZ LOCATED IN THE ATTIC 3 U— z db 3 LU CY) OGDO SWITCH TO CONTROL C*-4 3 ATTIC LIGHTING t LOCATED IN THE ATTIC!F A 0 3 0 • 0 :a N 7-0 E) 4� 3 TV TEL D U cmp 41 D C� GFP F- 3 a) CN 3 0= 3 Z r GFP 3 0 CN WIP A ERR.`C &EIRST FLOOR PLAN SECOND SCALE:1/4"=1'-0' SCALE:1/4'=1'-0" R.W.Sullivan Engineering UEP/FPEwemtg.Cbw.Corm4*r*)g The SorA Cars.525 Man SL Sum 203 Bosb%WssadrAft 02125-1107 ft-o(51?)PUM wwAm1YA=, RNS.1081 160s6800 0 2' 4. =Z W 6) EP r O U, CN U N� > C P G eY V Q Ol d K Qtu «O O O p O j a d U �z o � U �t Pit. .2 , PROVIDE TERMINAL F" SERVICE BOXES ON �•:'a`t F'� �� EXTERIOR OF BUILDING PER SERVICE PROVIDER r t REOUIRMENTS CATV TEL #6AWG,#6GROUND IN 3.-4"C MEDIA MEDIA PANEL PANEL Gc"� "MP-TEL" "MP-CAN BOND TO ELECTRICAL SERVICE GROUND WITH #6AWG GROUND U LLJ N TO TELEPHONE AND 1"UNDERGROUND CONDUIT CAN HANDHOLES WITH(1)RG-6 CABLES cn LLJ N O a� 1"UNDERGROUND CONDUIT C Q WITH(2)CAT5E CABLES J Q Z a) BUILDING"CT TELECOMMUNICATION RISER DIAGRAM Z O a) N.T.S o U Z Q Lu w J J Ili w L1J Q Q 0 h � 0 METER CENTER FOR UNIT"C1" 3 METER CENTER FOR UNIT"A" UNIT TYPE"C2"METER ° WEATHERPROOF TENANT SOCKET SEE NOTE#1 U_ Z METERINGJBREAKER CENTER LOCATED ON EXTERIOR OF UNIT"C2".REFER TO"C2" _NZ N DRAWING PACKAGE r J 400A-2P MAIN SERVICE O BREAKER SECTIONMUN nu M co t` E ULo . o; #1/0 GROUND IN 1"C o N t Z c � 2#600KCMIL&1#3 GROUND IN 31/2"C TO UTILITY TRANSFORMER PAD 0 2 SEE CIVIL PLANS UNIT C2 x PANEL o "TP" SEE NOTES#2 CAI (TYPICAL FOR ALL UNITS) c `o `o • 0 243 0,&146G IN 2"C w NOTES: R.W.Sullivan Engineering YEPIFP Engm"-Code.Car.�q The SmtCers,5n Man SL Sue203 1. ALL TENANT MODULAR METERING STACKS SHALL BE 1 4),3W METERING ON 120/240V,3(p,4W kdmm swrAM02s1152 CN SYSTEM 200A,120/208V,1 q),3W METER AND 200A AMP-2P BREAKER DEVICE 65K A I C(TYPICAL) ftv(517)5P3817► rrx lvmmn Ims,1081 .wax 0 TYPICAL TENANT PANEL BOARD SHALL BE 200A M L.O.120/240V,14).3W,POLE 65K A I C, 0 2 4' 8' BUILDING"CT POWER RISER DIAGRAM 2' PROVIDE NEW LOAD CENTER FEEDERS AS NOTED THE ELECTRICAL CONTRACTOR SHALL N.T.S PROVIDE THE FOLLOWING CIRCUIT BREAKERS AS SHOWN ON PANEL SCHEDULES `o I/4'=!-0' a REMARKS TO PANEL BOARD TYPE SCHEDULES UNIT B PANEL BOARD: 3 BED/5 BATH REMARK O CIRCUIT PROVIDE COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTION PROTECTION INTEGRAL WITH THE BRANCH LOAD CENTER CIRCUITRY SCHEDULE 2O COORDINATE FINAL CIRCUIT BREAKER SELECTION WITH MECHANICAL DRAWINGS. OINTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE ROOWS CIRCUIT CONNECTED LOAD DESCRIPTION SYMBOL ON DRAWING BRIER REMARKS 3 PERIMETER,SO THAT EVERY OTHER RECEPTACLE IS ON THE SAME BRANCH CIRCUIT OR ADJACENT RECEPTACLES ARE NOT ON THE SAME BRANCH CIRCUIT. OINTENT IS TO ALTERNATE THE BRANCH CIRCUIT CONNECTION TO RECEPTACLES ALONG THE KITCHEN Z Z u+ y a COUNTERTOPS AND KITCHEN ISLAND COUNTER. REF 20A-1 P �++O°� 'c 01 1 DEDICATED REFRIGERATOR RECEPTACLE A.F.C.I/ O ® a_ m e q 5O GENERAL AREA RECEPTACLES ARE RECEPTACLES ALONG CORRIDORS AND ENTRY AREAS. G.F.C.I C W V a' crn o 0 GENERAL AREA LIGHTING ARE ALL LIGHTING FIXTURES WITHIN THE UNIT(AND EXTERIOR DOOR LIGHT FOR p _ o °c v THREE BEDROOM UNITS EXCEPT IN BEDROOMS PROPER, 20A-1 P 2 DEDICATED DISHWASHER DW CJ x m A.F.C.I O COORDINATE EXACT LOCATION OF RECEPTACLE TO BE INSTALLED INSIDE MEDIA PANEL WITH THE UTILITIES m z v PRIOR TO INSTALLATION. �� 20A-1 P Q OCOORDINATE EXACT LOCATION WITH ARCHITECT.RECEPTACLE LOCATION SHALL BE ACCESSIBLE AND 3 EXHAUST HOOD v L—„D A.F.C.I s PER CODE. KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING C 20AA P OFIELD COORDINATE EXACT LOCATION OF AC-&ACCU-UNIT WITH HVAC TRADES PRIOR TO INSTALLATION OF 4 CIRCUITS) qp A.F.C.I 9 BRANCH CIRCUIT TO"ACCU-"UNIT FROM THE UNIT WITH THE SUPPLY AND RETURN LINES FROM F-LOCATED ® KITCHEN COUNTERTOP RECEPTACLES(ALTERNATING �I ' IN THE UNIT.PROVIDE PROPER NEMA 3R WEATHER PROOF SAFETY DISCONNECT SWITCH FOR BRANCH 5 ®C 20A-1 P 0 0 I CIRCUIT DISCONNECTING MEANS TO THE EQUIPMENT.LOCATE THE SWITCH WHERE READILY ACCESSIBLE. CIRCUITS) 1T A.F.C.I PROVIDE ALLOWANCE FOR PEDESTAL MOUNTING OF DISCONNECT SWITCH COORDINATE ACCU TYPE AND _ 1DED : MOCP RATING WITH MECHANICAL DRAWINGS. 6 (BASEMENT)CATED BATHROOM GFCI RECEPTACLE ®C 2AOF CP Ottt RECEPTACLE FOR REFRIGERATOR SHALL BE MOUNTED AT 42"AFF REFER TO ARCHITECTURAL DETAIL FOR 7 DEDICATED BATHROOM GFCI RECEPTACLE(1 ST lT C 2OA-1 P O FLOOR A.F.C.I ADDITIONAL INFORMATION. ) �^ 8 MEDIA PANELS RECEPTACLE CIRCUIT 20A-1 P � ` ' �•_,,t°^ ��_� �i;�Y tt RECEPTACLE FOR MICROWAVE OR EXHAUST HOOD SHALL BE MOUNTED IN THE CABINET LOCATED ABOVE O w, ® THE RANGE.REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION. WtATY 2OA-1 A.F.C.I LIVINGJDININGJCOMMON AREA/ENTRY RECEPTACLE 2OA-1 P � CONNECT LOCAL 120 SMOKE ALARMS AND CARBON MONOXIDE DETECTORS AHEAD OF ANY SWITCHES OR � ® 0 ® C 0�'°� tz (CONSTANT ON). 9 CIRCUIT(ALTERNATING CIRCUITS)(1 ST FLOOR) A.F.C.I was LIVING/DINING/COMMONAREA/ENTRY RECEPTACLE 2OA-1 © ® - O ® t t3 RECEPTACLE FOR DISHWASHER SHALL BE MOUNTED IN THE SINK BASE CABINET LOCATED NEXT TO 10 CIRCUIT(ALTERNATING CIRCUITS)(1ST FLOOR) A.F.C.I ?''> DISHWASHER.REFER TO ARCHITECTURAL DETAIL FOR ADDITIONAL INFORMATION. n GENERAL AREA LIGHTING,BATHROOM EXHAUST, 2OA-1 P to ALTERNATIVE TO THE DUAL A.F.C.I/G.F.C.1 IS TO PROVIDE A.F.C.I CIRCUIT BREAKER WITH DOWNSTREAM 11 SMOKE/CO ALARM CIRCUIT(1 ST FLOOR)(GARAGE) A.F.C.I ® ® ® Q t' BLANK FACE G.F.C.I OUTLET TO PROTECT REFRIGERATOR RECEPTACLE. ,�P GFP W 2OA-1 P v� '. d. G E COORDINATE EXACT LOCATION WITH ARCHITECT.PROVIDE REMOTE WALL SWITCH FOR EXHAUST HOOD FAN, 12 DEDICATED LAUNDRY RECEPTACLE � A.F.C.I/ tO ® 0 (3) w 041-N �s''t t5 LOCATE PER ARCHITECTS DIRECTION.(HC UNIT ONLY) GFCI is LOCATIONS WHERE WASHER AND DRYER DUPLEX RECEPTACLE(NOT READILY ACCESSIBLE).PROVIDE A 13 SPARE 2OA-1 P GROUND FAULT CIRCUIT INTERRUPTER BLANK FACE TYPE,TO PROTECT DOWNSTREAM CLOTHES WASHER A.F.C.I DUPLEX RECEPTACLE WALL MOUNT AT 48"AFF.LABEL"FOR CLOTHES WASHER RECEPTACLE GFCI ®R 2OA-1 P s PROTECTION"ON FACE PLATE. 14 GAS RANGE i1 GFP A.F.C.I/GFCI ® C/) CD PROVIDE CIRCUIT BREAKER WITH BRANCH CIRCUIT WRING TO LOCATIONS OF FUTURE DUCT HEATER. L1J BRANCH CIRCUIT WIRING SHALL BE COILED IN JUNCTION BOX FOR FUTURE EXTENSION TO DUCT HEATER. 15 GAS DRYER �DGFP A.F.C.I/20A P ® ® ® J GFCI � PROVIDE AND EMPTY 314 CONDUIT WITH PULL STRING FROM FUTURE DUCT HEATER LOCATION TO KITCHEN Q N MAKE UP AIR CONTROL PANEL FOR PULLING FUTURE CONTROL WIRING. 16,18 DEDICATED HOT WATER HEATER HWH-1 CIRCUIT H 3OA-2P O = N to FIELD COORDINATE EXACT LOCATION WITH HVAC CONTRACTOR. L 17 DEDICATED AIR HANDLING UNIT AC �C 15A-1 P ® V Lo GAS FIRE PLACE SHALL BE CONNECTED TO GENERAL RECEPTACLE BRANCH CIRCUIT SERVING THE ROOM. J 19 ATTIC) AIR HANDLING UNIT AC(LOCATED IN AC 15A-1 P ® Q W E t ) U Z U 20,22 ON DEDICATED OUTDOOR CONDENSER UNIT(LOCATED q; 30A-2P ® O N 0 U Z 21 23 DEDICATED OUTDOOR CONDENSER UNIT(LOCATED q 30A-2P ® ate. LU DWELLING UNIT BRANCH GENERAL NOTES TO PANEL BOARD TYPE SCHEDULES ON GRADE) z � w w 24 DEDICATED BEDROOM RECEPTACLE CIRCUIT ® 2OA-1 P CIRCUIT WIRING SCHEDULE 1. REFER TO BRANCH CIRCUIT SCHEDULE ON THIS SHEET FOR CONDUCTOR AND CONDUIT INFORMATION TI A.F.C.I W N BASED ON BREAKER SIZE. 2OA-1 P 25 DEDICATED BEDROOM RECEPTACLE CIRCUIT � A.F.C.I 2. REFER TO MECHANICAL DRAWINGS FOR FINAL LOCATIONS OF ALL REMOTE CONDENSING UNITS SERVING EACH UNIT. 2OA-1 P BRANCH CIRCUIT CONDUCTORS 2s DEDICATED BEDROOM RECEPTACLE CIRCUIT A.F.C.I 3. REFER TO ARCHITECTURAL ELEVATIONS FOR COORDINATION OF WALL MOUNTED DEVICES AND FIXTURE BREAKER (COPPER) LOCATIONS. 27 DEDICATED BATHROOM GFCI(2ND FLOOR) C 2OA-1 P �[ 4. COORDINATE EXACT NEMA RATING OF ALL WIRING DEVICES PRIOR TO SUBMITTALS. A.F.C.1 L O 120 VOLT 1 O,2W CIRCUITS 5 MECHANI CALF PFLUMBINGCANDOFIREFPROTEC ON EQUIPMEN ALL MECHANICAL, TIDRAWINGS.NG AND EPROTECTION EQUIPMENT WITH 28 BEDROOMDEDICATE) BATHROOM GFCI(2ND FLOOR MASTER �C AF C.1 A-1 P0 >_ 6 PROVIDE CIRCUIT BREAKERS WITH LOCK-OUT CAPABILITIES FOR CIRCUIT BREAKERS WHICH SERVE FIRE 2OA-1 P 15A-1 P 2#12&1#12G ALARM,RANGE,&KITCHEN HOOD. 29 GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) qp A.F.C.I ^1 7 IN ALL DWELLING UNITS,15A AND 20A 120VOLT RECEPTACLES SHALL BE UL LISTED AS TAMPER 2OA-1 P ° W 2OA-1 P 2912&1#12G RESISTANT TYPE IN ALL LOCATIONS AS REQUIRED PER ARTICLES 210.52 AND 406.12 OF THE 2014 GENERAL AREA RECEPTACLE CIRCUIT(BASEMENT) qp A.F.C.I LL_ Z NATIONAL ELECTRICAL CODE. 2OA-1 P $ Uj In 3OA-1 P 2#10&1#10G 8.THROUGH-THE-WALL OUTLET BOXES SHALL NOT BE PERMITTED.OUTLET BOXES SHALL NOT BE INSTALLED 31 BASEMENT AND UTILITY ROOM RECEPTACLES qp A.F.C.I & N BACK-TO-BACK(EVEN IF ASSOCIATED WITH DIFFERENT SYSTEMS)BUT SHALL BE STAGGERED ON `z O 04 208 VOLT 10,2W CIRCUITS OPPOSITE SIDES OF PARTITIONS A MINIMUM OF 12"ON CENTER OR MINIMUM 24'FOR FIRE-RATED WALLS. 32 REOOM)L AREA LIGHTING(BASEMENT AND UTILITY qF C.1 0 ® 0 � � L 9. PANEL BOARDS SHALL BE MOUNTED SO THAT THE DISTANCE FROM THE TOP CIRCUIT BREAKER OPERATING 2OA-1 P N coI 15A-2P 2#12&1#12G HANDLE TO THE FLOOR SHALL NOT EXCEED 4%0"AS REQUIRED FOR HANDICAP CODE ACCESS(TYPICAL). 33 GENERAL AREA RECEPTACLE CIRCUIT(2ND FLOOR) qp A.F.C.I © r' 10.DISCONNECTING MEANS SHALL BE ARRANGED SO THAT IT IS READILY ACCESSIBLE AND INTUITIVE. U /I 34 GENERAL AREA LIGHTING(2ND FLOOR) 2OAG.F..1 ® ® ,• N 2OA-2P 2912&1#12G 11.RUN BRANCH CIRCUIT WIRING IN CONDUIT WHERE REQUIRED PER CODE .F.C.I � 25A-2P 2010&1#10G. 35 DEDICATED MICROWAVE ®I,IW 2OA-1 P ® N TI G.F.C.I ^, !; 30A-2P 2910&1#10G. 36,38 WALL HEATER VA 20A-2P 4OA-2P 298&1#8G. 37.39 FUTURE ELECTRIC DUCT HEATER EDH 60A-2P 208 VOLT 10,3W CIRCUITS 40 DEDICATED GARAGE RECEPTACLES � 2AO.F CPI 0 � cn o O 15A-2P+ 3#12&1#12G. 41 ATTIC LIGHTING AND POWER qp I AF.CPI 2OA-2P+ 3#12&1#12G. 42 SUMP PUMP sE 2OA-1P 0 N t A.F.C.I 25A-2P+ 3#10&1#10G DEDICATED BATHROOM GFCI RECEPTACLE(1 ST 2OA-1 P 43 w FLOOR) qpc A.F.C.I 0 0 3OA-2P+ 3#10&1#10G. 44 MAKE UP AIR CONTROL PANEL 20A-1 P tO (a) � 40A-2P+ 3#8&1#8G. 45 SPARE 2OA-1P 0 A.F.C.I (D o • a R.W.Sullivan Engineering MEP1FPE%rmw4.Coa.Co=sw N SMI Com,5N Um SL SusM Boon MbO215-1107 Pncro(S11)57b 1 ...mdraimm RWS JOB 0 16040 00 � 0 0 2' 4' 8' 4 O 0 0 FINISHED MOUNT SWITCHES AND SIMILAR CEILING CONTROL FOR LIGHTING SO THAT TOP (VARIES) OF ELECTRICAL OUTLET BOX IS 48"AFF MOUNT WALL PHONE TOP OF ELECTRICAL OUTLET BOX 48"AFF. PRIMARY DUCTSANK 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 SHALL BE PER UTILITY COMPANY 48"AFF TO MATCH RECEPTACLES UNLESS PROVIDE GROUNDING PER SPECIFICATIONS. G-0" OTHERWISE NOTED. W z E 01 UTILITY COMPANY (MIN) ;� > c o SPECIFICATIONS II NOTES: c W U a .rn d 1. ALL MOUNTING HEIGHTS SHALL BE G W c a TRANSFORMER(BY UTILITY COMPANY) MEASURED FROM FINISHED FLOOR TO Ci = 5 a m ABOVE CENTERLINE OF DEVICE EXCEPT FIRE U = 0 � PROVIDE SECONDARY DUCTBANK COUNTER 4'-0" ALARM VISUAL DEVICES. V ^Z 6 AND CONDUCTORS AS INDICATED ON SERVICE ENTRANCE EQUIPMENT DENOTE 4 p 8 p p 2 DEVICES SHALL BE INSTALLED ON A a U RISER DIAGRAM.(DO NOT PROVIDE A (DISCONNECT SWITCH,CIRCUIT ® COMMON VERTICAL CENTERLINE BREAKER,PANELBOARD, WHEREVER POSSIBLE. GROUNDING CONDUCTOR FROM PAD SWITCHBOARD) C 3 ALL DEVICES SHALL BE INSTALLED AT 0 i MOUNT TRANSFORMER TO BUILDING 0 MOUNTING HEIGHTS AS INDICATED ON SERVICE ENTRANCE EQUIPMENT) 0 THIS DETAIL UNLESS OTHERWISE NOTED x>` � DISTRIBUTION / '1; CIRCUIT BREAKERS Jj 4 MOUNTING THE TOP OF DEVICE COVER 1 O1! OR SWITCH/FUSES BACKSPLASH 1.�» PLATE SHALL NOT BE HIGHER THAN 44" 0 AFF IN ALL ABOVE COUNTER LOCATIONS o n SERVICE MAIN CIRCUIT COORDINATE HEIGHT OF BACK SPLASH d WITH THE ARCHITECT. BREAKER OR �® BREAKER PHASE BUS 5 ALL WALL RECEPTACLES AND TELE/DATA OUTLETS SHALL BE LOCATED NO LESS THAN 18"HORIZONTALLY AWAY FROM GROUNDED CONDUCTOR FINISHED FLOOR INTERIOR CORNERS. I (NEUTRAL)FROM PAD MOUNT TRANSFORMER L>U N BONDING JUMPER TYPICAL MOUNTING HEIGHTS NTS � NEUTRAL BUS Uj - a-- FROM GROUND BUS wQ � TO ENCLOSURE GROUND BUS Z O� BONDING JUMPER � WM FROM NEUTRAL BUS TO GROUND BUS PROVIDE ENGRAVED ON 1 NAMEPLATE GROUNDING ELECTRODE TO LINE:PANEL 1-0 BUILDING WATER SERVICE PIPE H41A-1,3,5(20A3P) WITH JUMPER AT WATER METER LOAD:EF-1 VIA VFD N ON J_ Q N GROUNDING ELECTRODE TO GROUND GRID,GROUND LLJ N LOOP,COUNTERPOISE OR >` 10'4"GROUND ROD J Q U LLJ E 1"CONDUIT CONCRETE SLAB OFF Z U SLEEVE --- -- Z LLJ O LLJ 2"CONCRETE tL ENCASEMENT w DISCONNECT N Q 20'-0"OF#2AWG BARE COPPER WIRE. SWITCH Q N 0 (INSTALLATION SHALL MEET REQUIREMENT EARTH OF NEC 250.52(A)(3)) TYPICAL DISCONNECT SWITCH LABEL NTS i TYPICAL ELECTRIC SERVICE GROUNDING NTS x O d LL. Z o w � N 61 .� 2012&1412G IN 3/4"C O c m CONNECT TO UTILITY i FS CLOSET GENERAL A N RECEPTACLE BRANCH L 2#12&1-#12G IN 3/4"C z CIRCUIT s NOTES: p 1. FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL FURNISHED AND cy/ INSTALLED BY FIRE PROTECTION CONTRACTOR,WIRE BY ELECTRICAL CONTRACTOR. N 0 2. COORDINATE FINAL LOCATIONS IN THE FIELD WITH FIRE PROTECTION CONTRACTOR AND LOCAL AHJ. 8 4 O FIRE PROTECTION SYSTEM FLOW SWITCH&ELECTRIC BELL DIAGRAM NTS R yO K g O • R.W.Sullivan Engineering 1fip1FP&qmwN.CbW.Cw,msbt NScrrACwjr 5nMwS1 SopsM Bow%Wssa mt 025.1107 ftm(611)wmm .snr,rsitmmn WS JW 8 1600 OD � 0 0 2' 6 8' a s v4•=r-o• t a h ELECTRICAL SPECIFICATIONS SPECIFIED 'C'-BLUE,NEUTRAL-GREY,EQUIPMENT GROUND-GREEN. 2 11 SUPPORTS AND FASTENINGS PART 1-GENERAL 2 02 DISCONNECT SWITCHES H INSTALL AND CONNECT UP COMPLETE CONDUCTORS FOR ALL CIRCUITS A ALL SUPPORTS AND FASTENINGS NECESSARY FOR THE SUPPORT OF A UNLESS OTHERWISE NOTED,DISCONNECT SWITCHES SHALL BE AND WIRING SYSTEMS ELECTRICAL EQUIPMENT SHALL BE IN ACCORDANCE WITH THE BEST "QUICK-MAKE,QUICK-BREAK" 1.01 GENERAL REQUIREMENTS WORK IN A NEAT WORKMANLIKE MANNER READILY ENCLOSURES FUSED OR UNFUSED AS INDICATED ON THE DRAWINGS HEAVY DUTY TYPE IN NEMA 1 I NO CONDUCTORS SHALL BE PULLED INTO ANY CONDUIT RUN BEFORE INDUSTRY PRACTICE AND AS SPECIFIED HEREIN OPERATION,MAINTENANCE AND REPAIR PROVIDE ALL FUSES AS REQUIRED PROVIDE WEATHERPROOF NEMA 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 O A INSTALL ALL NEW A SUBMIT SHOP DRAWINGS CERTIFIED BY ALL TRADES THAT 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 EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS SHOP AS INDICATED ON DRAWINGS. APPROVED EQUAL BY THOMAS AND BETTS. C SUPPORT LESS THAN 7'TRADE SIZE,VERTICALLY RUN CONDUIT AT NATIONAL ELECTRICAL CODE,APPLICABLE STATE BUILDING DRAWINGS SUBMISSION SHALL INCLUDE,BUT NOT BE LIMITED TO. J TAG ALL FEEDERS IN ALL PULL BOXES,GUTTER SPACES,AND INTERVALS NO GREATER THAN 8 FEET.SUPPORT SUCH CONDUITS 2" CODE,AND ALL AUTHORITIES HAVING JURISDICTION AND THE FOLLOWING: WIREWAYS THROUGH WHICH THEY PASS. TRADE SIZE OR LARGER,AT INTERVALS NO GREATER THAN THE STORY APPLICABLE NATIONAL,STATE AND LOCAL CODES,LAWS AND 1 DISTRIBUTION EQUIPMENT 2 03 CIRCUIT BREAKERS K TERMINATE STRANDED CONDUCTORS#6 AWG AND LARGER AT HEIGHT,OR 15 FT.WHICHEVER IS SMALLER. 2 OVERCURRENT PROTECTIVE DEVICES SWITCHES AND A FOR PANELBOARD APPLICATIONS,CIRCUIT BREAKERS SHALL BE SWITCHBOARDS,TRANSFORMERS,UPS SYSTEMS WITH COMPRESSION D WHERE THEY ARE NOT EMBEDDED IN CONCRETE,SUPPORT LESS THAN Z Z"' $ E°' REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF BREAKERS) ( BOLTED TO THE PANELBOARD BUS BARS WHERE CIRCUIT BREAKERS TYPE CONNECTORS AT PANELBOARDS TERMINATE WITH MECHANICAL 1"TRADE SIZE,HORIZONTALLY RUN CONDUITS AT INTERVALS NO "'O c N 4 THIS WORK SHALL BE INCORPORATED INTO AND MADE A PART OF r'— > THESE SPECIFICATIONS FURNISH AND INSTALL UNDERWRITERS 3 LIGHTING FIXTURES ARE INSTALLED IN EXISTING PANELBOARD BREAKERS SHALL BE OF THE LUGS. GREATER THAN 7 FT.SUPPORT SUCH CONDUITS,1"TRADE SIZE OR ►-a'-" <& 0)d LABORATORIES INC(UL)LABELED DEVICES THROUGHOUT THE 4 WIRING DEVICES. SAME MANUFACTURER AND BE COMPATIBLE WITH EXISTING L JOIN OR TAP STRANDED CONDUCTORS(#6 AWG AND LARGER)WITH LARGER,AT INTERVALS NO GREATER THAN 10 FT. C W o' 03 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 O �- —„o c PROJECT AREA CONTRACTOR IS TO INFORM U = t 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 1 d VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS ANY 7 CONDUITS.WIRE AND CABLES B CIRCUIT BREAKERS SHALL BE'THERMAL MAGNETIC"TYPE,QUICK-MAKE. 2 07 WIRING DEVICES: WHERE THE WALLS ARE INCAPABLE OF SUPPORTING THE WEIGHT C> B THE QUANTITY OF SHOP DRAWINGS SHALL AS A MINIMUM BE FOUR QUICK-BREAK WITH NON-WELDING CONTACTS COMPENSATED FOR A WRING DEVICES SHALL BE DECORA STYLE SPECIFICATION GRADE F INCLUDE SUPPORTING FRAMES OR RACKS FOR EQUIPMENT,INTENDED � ^Z U WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION (4)COPIES OF 81/7k 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 SHALL BE CORRECTED AT CONTRACTOR'S EXPENSE BY THIS DRAWINGS SPECIFIC JOB REQUIREMENTS MAY BE MORE STRINGENT EXCEEDING THE AVAILABLE SHORT CIRCUIT FROM THE SECONDARY UNLESS OTHERWISE NOTED REFER TO SYMBOL LIST STANDING POSITION CONTRACTOR AND AT NO EXPENSE TO THE OWNER AND CONTRACTOR IS RESPONSIBLE TO OBTAIN REQUIREMENTS SIDE OF THE ELECTRIC UTILITY TRANSFORMER.ALL BIDDERS SHALL B SINGLE POLE SWATCHES 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 OR 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 CONDITIONS AS THEY RELATE TO THE WORK AS INDICATED ON 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 ►/ '� CENTERS OR HIGHER WHERE NOTED THE CIRCUIT BREAKERS SHALL AMPERES. (BLACK IRON),FROM STRUCTURAL MEMBERS OR FROM THE DECK to THE DRAWINGS AND DESCRIBED HEREIN.DISCREPANCIES,IF ANY 1 04 MAINTENANCE MANUALS r SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION 4 SUBMIT FOUR(4)LOOSE-LEAF BOUND OPERATING AND 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 PRIOR TO SUBMISSION OF HIS BID,AND IF NOT RESOLVED TO MAINTENANCE MANUALS WITH INDEX AND INDEX TABS TO INCLUDE COMBINATION TYPE PROTECTION OF THE DWELLING UNIT NCHCI T 120 VOLT, I AMP,2 POLE GROUNDING TYPE MOUNT WITH GROUND OR PROHIBITED. '' �+ SATISFACTION,SHALL BE SUBMITTED AS A WRITTEN THE FOLLOWING: SINGLE PHASE 15 AMPERE AND 20 AMPERE DWELLING BRANCHCIRCUITS NEUTRAL PIN ORIENTED UP. QUALIFICATION OF THE BID.SUBMISSION OF A BID SHALL BE 1 OPERATING AND MAINTENANCE INSTRUCTIONS ON ALL SYSTEMS AS REQUIRED BY CODE CIRCUIT BREAKERS FEEDING MECHANICAL E SWITCH AND RECEPTACLE PLATES SHALL BE PLUMB AND SHALL FIT 212 GROUNDING: 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 DESCRIBED ABOVE 3 ALL ITEMS SUBMITTED FOR REVIEW IN SHOP DRAWING SECTION 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 IA � / n �a` 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 j 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 � 1 PRIOR TO SUBMISSION OF A FORMAL BID,THIS CONTRACTOR 1 05 AS-BUILT DRAWINGS: 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 y 3 •; �, INCLUDING GENERAL CONSTRUCTION,ARCHITECTURAL, SITE AND RECORD,AT TIME OF OCCURRENCE,DEVIATIONS FROM HIGHER WHERE NOTED THE GROUNDING TYPE CONNECTED INDIVIDUALLY TO GROUND BUS y, MECHANICAL,PLUMBING AND SPRINKLER AND HE SHALL NOTIFY CONTRACT DOCUMENTS DUE TO FIELD COORDINATION,BULLETINS 2 08 LIGHT FIXTURES C ALL GROUND WIRES SHALL BE SUITABLY PROTECTED FROM THE CONSTRUCTION MANAGER OF WORK REQUIRED IN THE BID OR ADDENDA 2 04 FUSES A ALL LIGHT FIXTURE MOUNTING HARDWARE SHALL MATCH AND BE MECHANICAL INJURY e A FUSES SHALL BE CURRENT LIMITING TYPE WITH AN INTERRUPTING COORDINATED WITH THE CEILING SYSTEM TYPE ALL FIXTURES SHALL 213 ACCEPTABLE MANUFACTURERS: 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 Z •�?E. ARRANGEMENT OF WORK AND APPROXIMATE LOCATION OF THE PROJECT FINAL SUBMISSION OF AS-BUILT DRAWINGS ARE TO CHARACTERISTICS TO MEET THE UNDERWRITERS'LABORATORIES C ELECTRONIC BALLASTS SHALL BE HIGH-FREQUENCY,FULL OUTPUT RACEWAY:WHEATLAND.TRIANGLE,REPUBLIC a `„":,�v ran EQUIPMENT.REFER TO ARCHITECTURAL DRAWINGS FOR ALL BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS � REQUIREMENTS FOR"CLASS K"0-M AMP FUSES AND"CLASS L" WI OVER TYPE FOR USE WITH 265 MA RAPID START T-8 LAMPS.THEY SHALL WIRE/CABLE:SOUTHRE, DIMENSIONS AND COORDINATE FINAL LOCATIONS OF SWITCHES IS THE AS-BUILT CONDITION OF THE WORK AS-BUILT DRAWINGS 600 AMP FUSES HAVE AN'A'SOUND RATING OR BETTER ALL ELECTRONIC BALLASTS METAL CLAD CABLE AFC } LIGHT FIXTURES,RECEPTACLES ETC.WORK SHALL BE SHALL BE PRODUCED ON AUTOCAD VERSION 2002 OR LATER SHALL HAVE LESS THAN 10%TOTAL HARMONIC CURRENT DISTORTION JUNCTION/PULL BOXES APPLETON ELECTRIC,CROUSE HINDS, r" COORDINATED WITH OTHER TRADES TO AVOID CONFLICTS. 2 OS RACEWAYS (THD) BALLASTS SHALL MEET OR EXCEED FCC REGULATIONS PART 18 02 GEDNEY FIRE STOP MATERIAL:HILT],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) 1 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 ' OR THE DOCUMENTS ARE UNCLEAR,THE MORE STRINGENT SHALL BE PERMITTED WITHOUT A FORMAL WRITTEN SUBMITTAL TO OR STAMP THE PLANS INDICATE THE GENERAL LOCATION OF OUTLET ACCOMMODATE THE FIXTURE DESCRIBED IN THE FIXTURE SCHEDULE BUSHINGS,CONNECTORS 0 Z GEDNEY,BURNDY,NEPCO,THOMAS AND 110 SITUATION SHALL APPLY THE ENGINEER WHICH INCLUDES ALL DIMENSIONAL,PERFORMANCE BOXES AND CIRCUITING THE CONDUIT RUNS FOR THESE CIRCUITS D PROVIDE LAMPS SUITABLE FOR LIGHTING FIXTURES IN WHICH THEY BETTS 4 ANY EQUIPMENT,SUPPORTS,PARTS,MATERIALS,ACCESSORIES, O AND MATERIAL SPECIFICATIONS.ANY CHANGES IN LAYOUT, MAY BE MODIFIED AT THE TIME OF INSTALLATION TO ADAPT SAME TO ARE USED AND AS INDICATED ON THE DRAWINGS.FLUORESCENT LAMPS GE,SYLVANIA,PHILLIPS OR LABOR THAT IS NECESSARY FOR PROPER PERFORMANCE OF N THE ELECTRICAL WORK ALTHOUGH NOT SPECIFICALLY MECHANICAL CHARACTERISTICS,STRUCTURAL REQUIREMENTS,OR BUILDING CONSTRUCTION LAMPS SHALL HAVE A MINIMUM CRI INDEX OF 82 INCANDESCENT BALLASTS:MOTOROLA,ESB UNIVERSAL,LUTRON MENTIONED HEREIN OR SHOWN ON THE DRAWINGS,SHALL BE DESIGN DUE TO THE USE OF A SUBSTITUTION SHALL BE SUBMITTED B FOR ALL SIZES OF CONDUIT LARGER THAN 1 117.USE STANDARD LAMPS SHALL BE INSIDE FROSTED AND RATED AT 120 VOLTS UNLESS LIGHT SWITCHES:HUBBELL,LUTRON,PASS&SEYMOUR COOPER Z N 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 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 Q O N 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 L E GUARL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR AANTEE 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 U 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 A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF U THIS WORK FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME EXPLANATION WHY A SUBSTITUTION IS BEING UTILIZED IF THE SUPPORTS OR FASTENINGS SHALL BE PROVIDED AT EACH ELBOW AND EQUIPMENT AS SHOWN GROUNDING COMPONENTS ERICO,BURNDY � ELECTRICAL WORK IS TAKEN OVER AND ACCEPTED SUBSTITUTED ITEM DEVIATES FROM THE SPECIFIED ITEM,THOSE AT EACH END OF EACH STRAIGHT RUN TERMINATED AT A BOX OR B SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE 120VOLT WITH U L_L LU BY THE OWNER,AND UNDER CARE,CUSTODY,AND CONTROL E AT WHICH THE ELECT 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 J U 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 LL Z U OF THE OWNER ENGAGE THE SERVICES OF VARIOUS ASSOCIATED CREDIT MUST BE SIMULTANEOUSLY SUBMITTED OR HEAVY IRON TIES WIRED TO THE STRUCTURAL MEMBERS CIRCUIT DETECTORS SHALL HAVE A BUILT IN TEST SWITCH THE 3 01 GENERAL L1J LL 0 MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPER 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 WRING ASSOCIATED WITH MECHANICAL EQUIPMENT IS STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED 0 Z 0 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 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 LU OWN EXPENSE.ANY MODIFICATIONS TO ASSOCIATED SYSTEMS OR D INSTALL CONDUIT EXPANSION FITTINGS IN EACH CONDUIT RUN THE PARTICULAR LIVING UNIT SHALL SOUND CONTRACT (j _j 2 THE CONTRACTOR SHALL PROVIDE AS A REQUIREMENT OF THE DETECTORS SERVING THE SAME DWELLING UNIT C OPENINGS AROUND ELECTRICAL PENETRATIONS THROUGH FIRE `w_' BID SUBMISSION A GUARANTEE TO REPLACE OR REPAIR ADDITIONAL COSTS ATTRIBUTED TO THIS SUBSTITUTION SHALL BE WHEREVER IT CROSSES AN EXPANSION JOINT AND WHEREVER THE D MULTIPLE SMOKEw Q Q PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES AT THIS CONTRACTOR'S EXPENSE CONDUIT LENGTH EXCEEDS 200 FEET SHALL BE INTERCONNECTED IN A MULTISTATION MODE FOR TANDEM RESISTANCE RATED WALLS,PARTITIONS,FLOORS.OR CEILINGS SHALL p vUi p INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH C CONTRACTOR SHALL SUBMIT BID BASED ON SPECIFIED ITEMS AND E LAY OUT AND INSTALL ALL CONDUIT RUNS TO AVOID PROXIMITY TO ALARM SO THAT ALL ALARMS ARE INITIATED WHEN ANY DWELLING BE FIRE STOPPED USING APPROVED METHODS DEFECTS DEVELOP WITHIN THE GUARANTEE PERIOD THIS WORK SHALL SUPPLY AS AN ALTERNATE PRICE ANY SUBSTITUTIONS STEAM AND HOT WATER PIPES.DO NOT RUN CONDUIT WITHIN THREE SMOKE DETECTOR IS IN ALARM MODE D PROVIDE DANGER LABELING AT ALL EQUIPMENT AND JUNCTION PULL SHALL BE DONE AS DIRECTED BY THE OWNER THIS GUARANTEE INCHES OF SUCH PIPES EXCEPT WHERE CROSSINGS ARE E CARBON MONOXIDE DETECTORS SHALL BE ELECTROMECHANICAL FUEL BOXES PER CODE. SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR,THE UNAVOIDABLE,THEN THE CONDUIT SHALL BE KEPT AT LEAST 1 INCH CELL TYPE 120VOLT WITH 9VDC BATTERY BACKUP SUITABLE FOR E ALL LOAD CENTERS COVERS SHALL BE REPLACED AT THE COMPLETION CONTRACTOR WILL ASSUME RESPONSIBILITY AND PAY FOR ALL FROM THE COVERING OF THE PIPE CROSSING. SINGLE AND MULTIPLE STATION USE THEY SHALL BE POWERED FROM A OF EACH DAYS WORK EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF PART 2-PRODUCTS:APPLICATION F UNLESS OTHERWISE INDICATED OR SPECIFIED,ALL WIRING SHALL BE LOCAL 120 VOLT BRANCH CIRCUIT DETECTORS SHALL HAVE A BUILT IN F MAINTAIN GROUND CONTINUITY THROUGHOUT ALL SYSTEMS OTHER TRADES AFFECTED BY DEFECTS,REPAIRS OR INSTALLED CONCEALED IN CEILINGS,WALLS,SLABS,PIPE CHASES,AND TEST SWITCH THE SOUNDER BASES SHALL PRODUCE A TEMPORAL G FURNISH AND INSTALL WIRING FOR ADEQUATE LIGHT AND SMALL REPLACEMENTS IN EQUIPMENT SUPPLIED BY THIS CONTRACTOR 2 01 PANELBOARDS FURRED SPACES WHENEVER POSSIBLE PATTERN SOUND THAT SHALL MEET THE REQUIREMENTS OF THE STATE TOOLS POWER FOR THE PROJECT THIS SHALL INCLUDE STRINGERS, ' O 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. 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 WORK BOX SHALL BE OF SUFFICIENT SIZE TO ALLOW A GUTTER AT LEAST UNLESS OTHERWISE NOTED FINAL CONNECTIONS TO MOTORS LIGHT F IN THE EVENT OF CARBON MONOXIDE DETECTION ALL DETECTORS TO HANDLE PANELBOARDS 6-T TO MCB OR TOP CIRCUIT BREAKER(IF F DEFINITIONS 5-3/4"IN WIDTH ENTIRELY SURROUNDING EACH SECTION OF BOARD FIXTURES,ETC MAY BE DONE WITH FLEXIBLE METALLIC CONDUIT(NO SERVING THE PARTICULAR LIVING UNIT SHALL SOUND NO MCB)TRANSFORMERS(WHERE HUNG)-AS CLOSE AS POSSIBLE TO z s 1"ELECTRICAL CONTRACTOR",'THIS CONTRACTOR"-THE PARTY OR INCREASE GUTTER SIZE TO ACCOMMODATE FEEDER SIZE LONGER THAN SIX FEET) G MULTIPLE CARBON MONOXIDE DETECTORS SERVING THE SAME SLAB ABOVE BUT NO LESS THAN MANUFACTURERS CLEARANCE PARTIES HAVE BEEN DULY AWARDED THE CONTRACT FOR AND PANELBOARDS SHALL BE SURFACE OR FLUSH TYPE AS NOTED ON THE H ALL CONDUIT IN MECHANICAL ROOMS,ELECTRICAL CLOSETS SHALL BE DWELLING UNIT SHALL BE INTERCONNECTED IN A MULTISTATION MODE REQUIREMENTS Z 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 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 8 THE WORK TO BE PERFORMED BY'THIS CONTRACTOR"'T 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 (� 3"APPROVED","EQUAL","SATISFACTORY","ACCEPTED", 4 J O "ACCEPTABLE","EQUIVALENT"-ACCEPTABLE FOR USE ON THE DOOR(TRIM)SHALL ALLOW ACCESS TO ENTIRE PANELBOARD BOX SHALL NOT BE LESS THAN 3/4"TRADE SIZE UNLESS OTHERWISE NOTED 2 10 PULLBOXES,JUNCTION BOXES AND OUTLET BOXES CODES AND ORDINANCES HAVING JURISDICTION >. PROJECT,AS DETERMINED BY THE ENGINEER BASED ON 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 a O DOCUMENTS PRESENTED FOR SUCH DETERMINATION DIRECTLY TO BOX BY A FULL LENGTH PIANO HINGE THE INNER DOOR NOTED. MANUFACTURED FROM GALVANIZED INDUSTRY STANDARD GAUGE WIRED EQUIPMENT INDICATING PANEL NUMBER AND CIRCUIT NUMBER 4"THESE SPECIFICATIONS","THIS SECTION,PART,DIVISION"(OF THE SHALL ALLOW ACCESS TO CIRCUIT BREAKERS ONLY PROVIDE LOCK J FLEXIBLE METALLIC CONDUIT SHALL BE OF THE GROUNDING TYPE IT SHEET STEEL. USE"BROTHER P-TOUCH"OR SIMILAR N SPECIFICATION)-THE DOCUMENT SPECIFYING THE WORK TO BE 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— PERFORMED BY'THIS CONTRACTOR". 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 r 1 I 5 THE ELECTRICAL WORK","THIS WORK",-ALL LABOR MATERIALS DENSITY OF 1000 AMPERES PER SQUARE INCH OF CROSS-SECTIONAL THAN 3/4"TRADE SIZE UNLESS OTHERWISE NOTED THEY ARE PULLED,TO FULFILL REQUIREMENTS AS TO THE NUMBER OF N EQUIPMENT,APPARATUS,CONTROLS,ACCESSORIES,AND OTHER AREA PROVIDE A COPPER GROUND BAR IN EACH PANEL PROVIDE AN K RIGID METAL CONDUIT SHALL BE INDUSTRY STANDARD STEEL CONDUIT BENDS PERMITTED IN RACEWAY BETWEEN CABLE ACCESS POINTS.THE _ IT ISOLATED GROUND BAR IN PANELS AS INDICATED ON PANEL IT SHALL NOT BE LESS THAN 3/4"TRADE SIZE UNLESS OTHERWISE ACCESSIBILITY OF CABLE JOINTS AND SPLICES,AND THE APPLICATION ITEMS REQUIRED FOR A PROPER AND COMPLETE INSTALLATION • 0 THE ELECTRICAL CONTRACTOR. SCHEDULES NOTED RIGID METAL CONDUIT SHALL BE HOT DIPPED GALVANIZED IT OF CABLE SUPPORTS. BY D A TYPEWRITTEN LIST OF CIRCUITS SHOWING CLEARLY THE LOADS SHALL NOT BE USED FOR TRADE SIZE GREATER THAN 4"UNLESS C PULLBOXES AND JUNCTION BOXES SHALL BE SIZED SO THAT THE ^` N 6"ARCHITECT","ENGINEER","OWNER'S REPRESENTATIVE"-THE 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 W 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 UNDER THIS CONTRACT FRAME UNDER A PLASTIC WINDOW EACH PANEL SHALL BE COMPRESSION FITTINGS SHALL BE USED WITH EMT UP TO 1 1/2"AND D SWITCH RECEPTACLE AND WALL OUTLET BOXES SHALL BE A NOMINAL 4 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 J PANEL IDENTIFICATION AND VOLTAGE M EMPTY CONDUIT FOR NEW COMMUNICATION AND DATA OUTLETS IN WITH A RAISED COVER,UNLESS OTHERWISE INDICATED ON THE COMPLETE WITH EVERY NECESSARY APPURTENANCE AND 1" 9 ^` SUPPORT,ALL AS PART OF THE ELECTRICAL WORK E PHASE LEGS OF ALL PANELS SHALL BE BALANCED AT SUPPLY POINT PARTITIONS SHALL BE THIN WALL RUN CONCEALED IN WALLS DRAWING.PROVIDE 3/8 INCH FIXTURE STUD AS REQUIRED.GANGED VJ 8"INSTALL"-UNLOAD AT THE DELIVERY POINT AT THE SITE AND 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 m N PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE CIRCUITS RE-ARRANGED AS REQUIRED TO BALANCE PHASE LEGS DIRECTED TOWARDS PARTICULAR COMMUNICATION/DATA ROOM OR E LIGHTING FIXTURE BOXES SHALL BE 4 INCH OCTAGON WITH 3`8 INCH O WITHIN 10% CLOSET ELECTRIFIED FURNITURE SHALL RECEIVE 1 1/4"CONDUIT FIXTURE STUD FOR SUSPENDED CEILING WORK PROVIDE A 4 INCH 4 MOUNTING INSTALLATION AND CORRECT OPERATION AT THE PROVIDE PULLSTRING IN EACH CONDUIT OCTAGON BOX WITH REMOVABLE BACKPLATE WHERE REQUIRED 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 ELECTRICAL WORK HAVE AN INSULATED BUSHING PROVIDE"GROUNDING"TYPE BUSHING REGARDLESS OF INDICATIONS ON THE DRAWINGS(WHICH DUE TO N 9"PROVIDE"-"FURNISH"AND"INSTALL". WHERE REQUIRED SYMBOLIC METHODS OF NOTATION,MAY NOT SHOW ALL THAT ARE o 10"NEW-MANUFACTURED WITHIN THE PAST TWO YEARS AND ACTUALLY REQUIRED) c 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 S 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 THH WTHWN INSULATED ALL CORRESPONDING TO THE CABLES ENTERING AND LEAVING THE BOX o AND OF ALL AUTHORITIES HAVING JURISDICTION THE SCOPE OF CONDUCTORS SHALL HAVE 600 VOLT RATED INSULATION UNLESS SUFFICIENT PIPE SUPPORT RACKS WILL BE INCLUDED WITH THE PULL z WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING OTHERWISE NOTED BOX SO THAT NO CABLE SHALL REMAIN UNSUPPORTED FOR A 1 INSTALLATION OF LIGHT FIXTURES AND LAMPS C THE MINIMUM WIRE SIZE FOR BRANCH CIRCUITS SHALL BE NO 12 AWG HORIZONTAL DISTANCE GREATER THAN 36".IN NO CASE SHALL CABLE 2 INSTALLATION OF WALL SWITCHES,RECEPTACLES,VOICE/DATA REFER TO DRAWING NOTES FOR ADDITIONAL REQUIREMENTS SUPPORT PIPE RACKS BE MOUNTED SO THAT THEY INTERFERE WITH CD OUTLETS,ETC D RECESSED LIGHTING FIXTURES FOR HUNG CEILING APPLICATIONS THE REMOVAL OF SCREW COVERS. 3 INSTALLATION OF NEW RACEWAY AND CONDUCTORS FOR SHALL BE SUPPLIED WITH TYPE THHN INSULATED WIRE IN FLEXIBLE H PULUJUNCTION BOX BARRIERS SHALL BE PROVIDED FOR SYSTEMS AS LIGHTING AND POWER METALLIC CONDUIT,IN LENGTH NOT TO EXCEED 6 FEET FROM FOLLOWS ° 4 CUTTING,CHANNELING AND CHASING REQUIRED 10 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 Englneenng PATCHING PIGTAILS SHALL BE ARRANGED SO THAT UP TO FOUR SUCH FIXTURES MATERIAL OF ADEQUATE THICKNESS FOR MECHANICAL STRENGTH BUT MEPIREnSow..00 Cmr W=V NSMtC*m.5nMsmSL Swm.:: 5 INSTALLATION OF MECHANICAL POWER WIRING AND FINAL MAY BE CONNECTED INTO A SINGLE OUTLET BOX.NO FIXTURE SHALL IN NO CASE LESS THAN 10.EACH BARRIER SHALL HAVE AN ANGLE BoskmMassaoA&Q21&1107 n CONNECTIONS TO MECHANICAL EQUIPMENT BE SUPPLIED FROM AN OUTLET IN ANOTHER ROOM. IRON FRAMING SUPPORT ALL AROUND. ft,*(517)SMI wwwimlys= 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 IRM081 15000D REQUIRED FOR THE AFOREMENTIONED EQUIPMENT. SHALL BE SOLID,CONDUCTORS#8 AWG AND LARGER SHALL BE OUTLET BOXES SHALL BE INSTALLED SO AS TO ALLOW ACCESS TO THE ° 7 TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. STRANDED. BOX.IF NECESSARY AND APPROVED BY ARCHITECT,PROVIDE ACCESS 0 2' 4' 8' 8 GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS G COLOR CODING SHALL BE BUILDING STANDARD.WHERE NO BUILDING DOOR OR COVERPLATES IN AREAS WHERE UNOBSTRUCTED ACCESS IS SPECIFIED STANDARD EXISTS,FACTORY COLOR CODING SHALL BE AS FOLLOWS NOT POSSIBLE. 9 TEMPORARY LIGHT AND POWER DURING CONSTRUCTION. 1.120208 VOLT SYSTEM PHASE'A'-BLACK,PHASE'B'-RED,PHASE I/4"=1'-0" 10 GROUNDING OF ALL EQUIPMENT AS REQUIRED BY CODE AND AS e a ZZW mo E LU oe N > 04 U HyH > so. C W U oc C LU p- Q O 0 _ m K f�'.•fir':;�q'M•9 / h mc At 'al SPR UJ - 0 � Y Ov j Zc CL a Z^ or W 04 NOTE: FIRE PROTECTION SUBCONTRACTOR TO COORDINATE ALL SPR HEAD LOCATIONS W/ALL SURFACE so MOUNTED LIGHTING FIXTURES FP V SUBCONTRACTOR TO COORDINATE Z Q W/ELECTRICAL SUBCONTRACTOR& Q CV GENERAL CONTRACTOR Z J REFER TO BASEMENT SPR UP O 0 N FLOOR PLAN O ON THIS U p N DRAWING FOR ~ O o ADDITIONAL SCOPE OF � LL. WORK 0 SPR CL Z LL w U z� � o o� w p v) OL LU U m J w W Q Q 0 N O -------------------------- 1 ^` APPROVED 2"DCVA W BACKFLOW PREVENT ER �, c 7 MINIMUM 30"AFF,PROVIDEAIR GAP \\\ y�WATER FLOW ` SWITCH � W � N 10'-0"L.O.W _ O REFER TO CIVIL \—FP SERVICE ° n DRAWINGS FOR� N 1 CONTINUATION CW LOCKABLE FP SERVICE7 IL SHUTOFF VALVE DOMESTIC WATER SERVICE DOMESTIC WATER SERVICE a N (SHOWN FOR COORDINATION ONLY) ---------------------- O� o � J o �J � N a O � N CD 0 i 0 0 w R.W.Sullivan Engineering a BASEMENT FLOOR PLAN W/ WALKOUT 2 FINISHED BASEMENT FLOOR PLAN 0�1107 s n,esdramca�.s� s. 2os y SCALE:1/4•=1'-0" SCALE:1/4'=1'-0• ftw(617)64-M www^%-bm= b RWS JOB i 160166.00 s 0 2' 4' 8' 0 c va•=r-o• 8 0 e a ZZW NO 4n j p U P t` 6 Q O eYk a og N 1"SPR UP TYPICAL TYP 1"SPR D ICAL SPR PIPING RUN IN ATTIC SPACE AN a a N to Zm O� Cn\ N >� W CV OTE: FIRE PROTECTION SUBCONTRACTOR TO COORDINATE ALL SPR HEAD LOCATIONS W/ALL SURFACE MOUNTED LIGHTING FIXTURES.FP 0-5 V) r— SUBCONTRACTOR TO COORDINATE Z N W/ELECTRICAL SUBCONTRACTOR& GENERAL CONTRACTOR. SPR DN LIL. H Z N O O �= O o CONTRACTOR TO PROVIDE INSULATION ALL SPR W LL E PIPING IN UNHEATED ATTIC.FP SUBCONTRACTOR TO 0 II N COORDINATE W/G.C.TO MAKE ALL NECESSARY O Z - U PROVISIONS TO PROTECT PIPING FROM FREEZING Z Q 0 N U s °� L1J W[zV) w U J di w Q Q CONTRACTOR TO PROVIDE INSULATION ALL SPR N PIPING IN UNHEATED GARAGE.FP SUBCONTRACTOR TO COORDINATE W/G.C.TO MAKE ALL NECESSARY PROVISIONS TO PROTECT PIPING FROM FREEZING a y Z p a N � S ti 1"SPR UP 1"SPR DN c LL. Z 1 TYPICAL a TYPICAL i � W � c� L_ r 5 N m I � Lo PIPING RUN IN f CN ATTIC SPACE ELECTRIC BELL o ` � � N c: y s L O J N 7___—--= 0 SECOND FLOOR PLAN o FIRST FLOOR PLAN 2 SCALE:1/4"=1'-0" a SCALE:1/4'=1'-0" o C R.W.Sullivan Engineering Q NIPI FP En;mmtq.Cob.Uff*w" The S*ACemw.529 Mah SL SW.e203 S Own Maaadusts 02129.1107 0 phm(617)523= www wAsmAm RWSJ08i 16DUM S 0 2' 4' 8' u 0 0 N GENERAL ABBREVIATIONS GENERAL SYMBOLS DENOTES EQUIPMENT DIA DIAMETER KWH KILOWATT-HOURS) RL REFRIGERANT LIQUID Q REVISION NUMBER )OUC NOT REQUIRING ABREV DESCRIPTION X ELECTRICAL INPUT DX DIRECT EXPANSION MAX MAXIMUM RPM REVOLUTIONS PER MINUTE AC AIR CONDITIONING UNIT E EXISTING(BEFORE SYMBOL) MBH 1,000 BTU/HOUR RS REFRIGERANT SUCTION O THERMOSTAT ACCU AIR COOLED CONDENSING UNIT EA EXHAUST AIR MD MOTORIZED DAMPER S SUPPLY AIR DEVICE DENOTES EQUIPMENT ACD AUTOMATIC CONTROL DAMPER HUMIDISTAT(MOUNT 54" UNIT EHC ELECTRIC HEATING COIL MFG'R MANUFACTURER SA SUPPLY AIR O AFF) � ~ REQUIRING ELECTRICAL AD ACCESS DOOR EAT ENTERING AIR TEMPERATURE MIN MINIMUM STATIC PRESSURE(INCHES OF INPUT AHU AIR HANDLING UNIT EBB ELECTRIC BASE BOARD MTD MOUNTED Sp WATER) SPEED SWITCH AFF ABOVE FINISHED FLOOR EC ELECTRICAL CONTRACTOR MTHW MEDIUM TEMPERATURE HOT WATER SS STAINLESS STEEL DENOTES EQUIPMENT Uj l9°L CD co $''o AFR ABOVE FINISHED ROOF TEMP TEMPERATURE REMOTE SENSOR `^-� i c a EF EXHAUST FAN NA NOT APPLICABLE XO � REQUIRING ELECTRICAL �,,,r- Q_ �_ AP ACCESS PANEL TSP TOTAL STATIC PRESSURE INPUT C W U ad 'O ESP EXTERNAL STATIC PRESSURE NC NORMALLY CLOSED AUTOMATIC TEMPERATURE CARBON DIOXIDE 00 0 LU °t a a ATC CONTROL EUH ELECTRIC UNIT HEATER NIC NOT IN CONTRACT TYP TYPICAL CO, O _ o c BDD BACKDRAFT DAMPER FA FRESH AIR NO NORMALLY OPEN UC UNDERCUT SENSOR U = g X DENOTES HVAC BHP BRAKE HORSE POWER FF FINAL FILTER NOM NOMINAL UH UNIT HEATER SD SMOKE DETECTOR !— DUCTWORK RISER Z 6 BTUH BRITISH THERMAL UNITS PER HOUR FLA FULL LOAD AMPS NTS NOT TO SCALE LINO UNLESS NOTED OTHERWISE Q FPM FEET PER MINUTE OA OUTSIDE AIR V VOLTS Co CARBON MONOXIDE C CONTRACTOR SENSOR FPS FEET PER SECOND OBD OPPOSED BLADE DAMPER VD VOLUME DAMPER CC COOLING COIL VTR VENTED THROUGH ROOF DENOTES CONTROL G NATURAL GAS OD OUTSIDE DIAMETER CONNECT TO EXISTING �— CD CONDENSATE DRAIN DEVICES CFM CUBIC FEET PER MINUTE GC GENERAL CONTRACTOR OED OPEN ENDED DUCT W WATTS „�:; GPM GALLONS PER MINUTE PC PLUMBING CONTRACTOR WBT WET BULB TEMPERATURE F O EXTENT OF REMOVAL AIR DISTRIBUTION "t.,y CM CONSTRUCTION MANAGER ',• >�;� �" �• HP HORSE POWER OR HEAT PUMP PF PRE FILTER WH WALL HEATER DEVICE CO CLEAN OUT <•_ = ,, HEATING,VENTILATING S AIR POUNDS PER SQUARE INCH WMS WIRE MESH SCREEN �— SUPPLY AIR ARROW xxx NECK SIZE COND CONDENSATE HVAC PSIA xxx FLOW RATE(CFM) � _ CONDITIONING ABSOLUTE f. CP CONDENSATE PUMP �— QUANTITY TYPE ID INSIDE DIAMETER PSIG POUNDS PER SQUARE INCH GAUGE RETURNlEXHAUST AIR xxx (QUANTITY) D DRAIN ARROW 'c- IU INDUCTION UNIT RA RETURN AIR � /•+, <•. ,.� .. ® ` DBT IDRY BULB TEMPT HIGH PRESSURE SIDE f � KW KILOWATT RH RELATIVE HUMIDITY � UNDERCUT DOOR '••- •,� i UC HI DIFF PRESSURE SENSOR - -4 DL DOOR LOUVER P 0 02" Ir ~ ""--DESIGN PRESSURE f ,r LO DIFFERENTIAL(IN H2O) �' -'----LOW PRESSURE SIDE SHEETMETAL SYMBOLS �y p 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 Ko > - SUPPLY AIR DUCT TURN RETURN AIR DUCT UP �* a I �.UP � S PENETRATING �—� q;� VD VOLUME DAMPER �FLEXIBLE DUCT FLOOR ABOVE -------- DUCT W/1"ACOUSTICAL -------- SMOOTH RADIUS ELBOW VD = SUPPLY AIR DUCT TURN ., RETURN AIR DUCT LINER F—S �' DOWN S PENETRATING —� COMBINATION FIRE AND FLEXIBLE CONNECTION --NA J r- 90`DOWN SMOKE DAMPER 90'BRANCH FLOOR BELOW IS FSD0 TAKE-OFF VD 0 RETURN AIR DUCT TURN EXHAUST AIR DUCT UP , I , (RECT.) CN 90'UP ABOVE PENETRATING FLOOR�� BACKDRAFT DAMPER (RECT)BREAK S/OR 'JUNf ` VERTICAL OFFSET UP OR ELBOW W/TURNING VANES VDzt( Q Q N EXHAUST AIR DUCT BDD L CONTINUATION(ROUND) �� DOWN(ARROW INDICATES RETURN AIR DUCT TURN �S DOWNS PENETRATING FIRE DAMPER DIRECTION OF FLOW) (WHERE SMOOTH RADIUS TA BRANCH Z ,-._ �"� it$ ELBOWS CANNOT BE LU N 90'DOWN � � FLOOR BELOW " � 00 (ROUND) cl'C-{—►q INSTALLED (EIC O ,,nn w FD I ) ROUND) V W TURN 90T UP DUCT ROUND DUCT TURN 90' SMOKE DAMPER f-)--�' �EQUIPMENT TO DUCTWORK J O E il;� L ��----••11 VD VD AUTOMATIC CONTROL SD ___ EXISTING DUCTWORK 90'BRANCH Z ., EXHUAST AIR DUCT �"�� , ROUND DUCT TURN 90' DAMPER(ELECTRIC OR AND/OR EQUIP TO BE r---� DUCT REMOVED AND HOLE TURN 90'DOWN 4-„ �i V DOWN PNEUMATIC) qCp � REMOVED CAPPED/BLANKED OFF TRUNK TEE TAKE-OFF Q J V V ACD (BELLMOUTH) � Q SUPPLY AIR DUCT UP S ROUND DUCT UP S MOTORIZED DAMPER �ATING I 1 4- VD Z = oe ZC) ABOVEPENETRATING FLOOR �� PENETR ABOVE FLOOR �---� MDMD CONCENTRIC REDUCER �-�-� tea- O W —+� I 45'BRANCH � Z SUPPLY AIR DUCT DOWN TAKE-OFF Fx W 1ii DUCT MOUNTED I S PENETRATING FLOOR ECCENTRIC REDUCER (RECTANGULAR) VD U Q ABOVE HUMIDIFIER HORIZONTAL OFFSET w U Q RECTANGULAR TO SQUARE BULLHEAD TEE VD � ti � ROUND TRANSITION W/TURNING VANES 45'BRANCH TAKE-OFF (ROUND) L AIR HANDLING UNIT SCHEDULE GENERALNOTES 14 THE HVAC CONTRACTOR SHALL FURNISH TO THE GENERAL DX COOLING GAS HEATING ELECTRICAL DATA MAX s CONTRACTOR ALL INFORMATION REQUIRED FOR SETTING UNIT MIN OA MIN.EXT.ENT.AIR OPER MANUFACTURER/MODEL 1 THE HEATING,VENTILATING AND AIR CONDITIONING(HVAC) OF WALL,ROOF AND PARTITION OPENINGS FOR HVAC ITTEM SERVICE LOCATION TOTAL CFM S.P.(IN. TOTAL SENS TEMP FAN WEIGHT NUMBER REMARKS CONTRACTOR SHALL VISIT THE SITE TO DETERMINE ALL WORK.THIS INFORMATION SHALL BE FURNISHED IN A CFM WG•) d(/Wb MBH MBH FUSE INPUT OUTPUT V PH HZ MCA MOCP HP (LBS) W PRE-EXISTING CONDITIONS AND WORK NECESSARY PRIOR TIMELY MANNER SUCH THAT CONSTRUCTION SCHEDULE IS U. 7— TO SUBMISSION OF BID PRICE NOT JEOPARDIZED AC-1 UNIT C1 BASEMENT 1200 115 050 80/67 31 2 229 455 60 58 120 1 60 115 15 1/2 1 160 1 HEIL/N9MSE0601714A 1,3,4 AC-2 UNIT C1 ATTIC 800 115 050 80/67 22.0 159 682 60 59 120 1 60 115 15 1/2 160 HEIL/N9MSE0601714A 2,3,4 W N 2 THE HVAC CONTRACTOR SHALL BE FAMILIAR WITH ALL 15 THE HVAC CONTRACTOR SHALL COORDINATE ANY t 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 O COORDINATE WITH OTHER CONTRACTORS GENERAL CONTRACTOR 2 PROVIDE WITH MATCHING HORIZONTAL CASED COIL WITH COOLING CAPACITY LISTED ABOVE. • 3 PROVIDE WITH AUXILARY DRAIN PAN,SIDE RETURN FILTER RACK,WALL MOUNTED THERMOSTAT,CONDENSATE NEUTRALIZER KIT AND CONCENTRIC ROOF VENT TERMINATION KIT a O e- 3 DRAWINGS ARE DIAGRAMMATIC ONLY,FINAL ROUTING OF 16 THE HVAC CONTRACTOR SHALL COORDINATE WITH THE 4 PROVIDE(2)1-CONDENSATE DRAINS FROM FURNACE AND COIL TO OPEN ENDED DRAIN OUTLET BY PLUMBING CONTRACTOR N m 1 DUCTWORK,PIPING AND EQUIPMENT LOCATIONS SHALL GENERAL CONTRACTOR PHASING REQUIREMENTS OF THE r__ I BE DETERMINED IN THE FIELD.ADDITIONAL OFFSETS, PROJECT / ^` ELBOWS,ETC.SHALL BE PROVIDED AND INSTALLED FAN SCHEDULE m V V�J Lo 17 THE CONTRACTOR SHALL COORDINATE THERMOSTAT I WITHOUT ADDITIONAL COST TO THE OWNER w IN WITH ARCHITECTURAL FURNITURE PLANS. MOTOR OPERATING MANUFACTURER/MODEL ' 4 ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED THERMOSTATS SHALL BE INSTALLED 48"ABOVE FINISHED ITEM LOCATION SERVICE CFM FAN RPM DRIVE S.P.ON.) V PH HZ REMARKS IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA FLOOR UNLESS OTHERWISE NOTED (HP) WEIGHT(LBS) NUMBER o • STANDARDS EF-A SEE PLANS TOILET/KITCHEN 80 - DIRECT - 13 AMPS 120 1 60 15 PANASONIC/FV-08VKS2 1,2,3Z c: N 5 SUPPLY AND RETURN DUCT MAINS FROM AIR HANDLING SF-1 ATTIC KITCHEN MAKEUP AIR 500 2089 1 DIRECT 05 166 Watts 120 1 1 60 90 FANTECH/MUAS 650 3,4,5 0 EQUIPMENT SHALL BE INTERNALLY LINED AS PER NOTES 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 3 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 m N COMPLETE SYSTEM O 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 o SPLITS,AND TAKE-OFFS.ALL LOW PRESSURE SUPPLY, 5 INTERLOCK WITH OPERATION OF KITCHEN HOOD. RETURN AND EXHAUST DUCTWORK t N 7 ACCORD SMOKE ANCE ELECTRIC HEATER SCHEDULE AIR COOLED CONDENSING UNIT SCHEDULE ACCORDANCE WITH NFPA o 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 TONS TYPE AIR TEMP WEIGHT(LBS) NUMBER REMARKS ° ELECTRICAL AND PLUMBING CONTRACTORS WH-A SEE PLANS SEE PLANS WALL 65 1.5 208 1 60 QMARK/CWH-1202 1.2 (OF) V 0 HZ MCA MOCP SEER ACCU-1 GRADE AC-1 3 R-410a 95 230 1 60 18.1 30 16 250 HEIL/NXA636GKA 1 9 THE HVAC CONTRACTOR SHALL FIELD MEASURE EXACT 1 PROVIDE WITH WALL MOUNTED THERMOSTAT AND LOCKING COVER ACCU-2 GRADE AC-2 2 R-410a 95 iTOTI 1 60 177 30 16 200 HEIL/NXA624GKA 1 SIZES AND VERIFY ALL OPENINGS FOR SHAFTS AND 2 FURNISH WITH INTEGRAL DISCONNECT SWITCH. o LOWERS PRIOR TO SUBMISSION OF SHOP DRAWINGS AND INSTALLATION 1 PROVIDE WITH TXV KIT 2 10 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR FINAL LOCATIONS OF DIFFUSERS,REGISTER,GRILLES, THERMOSTATS,ETC AIR DISTRIBUTION DEVICE SCHEDULE 11 THE HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEM SERVICE TYPE NECK SIZE FACE SIZE AIR PATTERN MATERIAL MANUFACTURER/ REMARKS INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE MODEL NUMBER HVAC WORK COMPLETE AND READY FOR OPERATION CD CEILING SUPPLY CEILING DIFFUSER SEE PLANS 12xl2 SEE PLANS STEEL PRICE/SCD 1,2,3, u�IFPFnpe�mg.Cade.Crmemonn 4 R.W.Sullivan Engin Phone eering 2 p CD-B CEILING SUPPLY CEILING DIFFUSER SEE PLANS SEE PLANS SEE PLANS STEEL PRICE/SMD 1,2.3.4 The SdreRCatr 5NMernSt%bM It CD 12 ALL HVAC WORK SHALL BE IN ACCORDANCE WITH FD FLOOR SUPPLY FLOOR GRILLE SEE PLANS SEE PLANS 15'DEFLECTION ALUMINUM PRICE/LFG 4 Bo t(61a617)S 5dnsemQfl2�11o7 t1A127 rwgrrsiran.crn ^ APPLICABLE FEDERAL,STATE AND LOCAL CODES SR $1 EWALL SUPPLY DIFFUSER SEE PLANS SEE PLANS DOUBLE DEFLECTION STEEL PRICE 1530 1,2.3.4 MOBS 00.00 RR CEILING RET/EXH SIDEWALL/CEILING SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE/535 1,2,3 13 ALL HVAC EQUIPMENT SHALL BE INSTALLED IN ERl'G I SIDEWALL RET/EXH REGISTER SEE PLANS SEE PLANS 42'DEFLECTION STEEL PRICE/535 1,2,3 0 2' 4' 8' 1 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS 1.REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR MOUNTING TYPE a 2 DEVICES IN SHEETROCK AND PLASTER CEILINGS SHALL BE SURFACE MOUNTED 3 DEVICES IN GRID CEILINGS SHALL BE LAY-IN TYPE UNLESS OTHERWISE NOTED I/4'=1'-0' o 4 OPPOSED BLADE DAMPER a Z Z W N E W(3OL 2 uv LOW VELOCITY LOW VELOCITY LOW VELOCITY H m�_ ELBOWS TRANSITIONS OFFSETS c eL V �0Uj o o po 10 " o 20`MAX. V = m W MIN APPROVED TYPE WEATHER CAP Z U R W 4'4r MIN VENT OPENING AIR FLOW w R=1-1/2W O W ROOF ROOF FLASHING "aft-� W o Z ,D S,,,& 0 DIVERGING FLOW R � s RADIUS ELBOW FULL RADIUS W �' , ��a Z WHERE POSSIBLE a Z cr DOUBLE THICKNESS TURNING A VANES SEE TURNING VANE ( 2"CLEARANCE VENTILATED THIMBLE DETAIL) 30'MAX. +° \ FLUE PIPE ►��:, d 1 AIR FLOC 1 � s 6 30"ELBOWS 451' A�' � + MAX NOTES ��' .07 �f 'r�,� CONTRACTION FLOW 1 INSTALLATION SHALL BE PER FLUE AND BOILER `� fi i MANUFACTURER'S RECOMMENDATION AND UL LISTING 1 2 INSTALLATION SHALL BE RATED FOR APPLICABLE WIND SPEED RECTANGULAR ELBOW RATING AS PER 780 CMR 1604 11 6 LOW VELOCITY TRANSITION TAKEOFFS&ELBOWS NTS 3 KITCHEN EXHAUST THROUGH ROOF DETAIL NTS NO O CN COMBUSTION �,�—GREENHECK GRAVITY INTAKE VENTILATOR ON 16"ROOF CURB VENT f AIR INLET J cn NOTES CAP N ROOF 1 SECURING STRAP MUST BE FIELD Z I I LU INSTALLED TO PREVENT MOVEMENT OF I I Q ,,,�—SEE FLOOR PLANS TERMINATION KIT IN SIDE WALL i FOR CONTINUATION U 2. PROVIDE 4"0 OPENING IN STRUCTURE CEILING ALL CONCEALED SEAL AND CAULK ALL Q a) FANTEC'ADC-12'—�/ ��-LOCATION OF FUTURE FOR 2"KIT,OR A 5"0 OPENING FOR 3"KIT. I IL\\M PENETRATION DUCT SHALL BE WALL PENETRATIONS , V MOTORIZED DAMPER FANTEC'EM-WX 10' TO BE SEALED SHEET METAL = I— a) FANTEC'FGR-12HV' ELECTRIC DUCT HEATER 000a0 WITH SEALED Z Z Q FILTER CABINET W/FILTER I I JOINTS WALL OR ROOF CAP WITH O WIRE TO ATTIC SPACE FOR FANTEC'FG-12XL EC' FUTURE ELECTRIC DUCT HEATER INPUT/OUT PIPE I I BACKDRAFT DAMPER INLINE FAN W/ECM LENGTH ELBOWS r- FANTEC'LD-12'DUCT SILENCER PUT SIZE STRAP(FIELD I I 2'PR 2-1/2"DIAMETER � ` w J 40/37 SUPPLIED)SEE I I VENT PIPE REFER TO w Q Li ATTIC SPACE �/ NOTE 1 I I TABLES 1&2 U SOJ75 � �� 4 �I I 3"OR 4"DIAMETER AIR CEILING 100/95 INLET PIPE REFER TO OR SOFFIT 24V CONTROL WIRING 60/55 TABLES 1&2 "Y"CONCENTRIC TO KITCHEN EXHAUST HOOD BLOWER INTERIOR PARTITION WALL BY MECHANICAL CONTRACTOR 80J75 3" 70' 5 FITTING (TYP) 100/95 EXTERIOR WALL 120/112 L 40/37 S, r�;7.::41 O FANTEC'FMAC' 140/130 DRYER VENT DUCT WALL MOUNTED CONTINUOUS TO EXTERIOR CONTROLLER OVERALL AIR INLET DRYER BOX MODEL ASSEMBLED PIPE INTAKE/VENT INTAKE PIPE ELBOW(FIELD VJ UNFINISHED UTILITY BASEMENT NOM PIPE SIZE LENGTH OUTSIDE DIA LENGTH SUPPLIED) 1 CT0302 2" 41" 3-1/2" 27-1/4" 1 CT0303 3" 47" 4-1/2" 31-7/8" a VENT COMBUSTION LU N AIR z 8 KITCHEN MAKEUP AIR SYSTEM NTS 5 TERMINATION DETAILS FOR CONCENTRIC VENT NTS 2 TYPICAL DRYER DUCT INSTALLATION NTS 4 � N MML W HANGING RODS W/VIBRATION ISOLATORS TABLE 1 TABLE 2 a LO (Y4"DEFLECTION SPRING TYPE)SUSPENDED FROM EXTENSION FOR WRAPPED NOTES. _ STRUCTURE STRUCTURE(REFER TO SPEC.) DUCT DUCT 1 GAS FURNACE ZONE Q w DAMPER DAMPERS,REMOTE 2"PVC VENTS REFER TO TERMINATE PVC COMBUSTION AIR INAKE&FLUE MATERIAL STIFFENING SENSORS AND THERMOSTAT VENT THROUGH THE ROOF ° N UP THROUGH ROOF WITH MANUFACTURER'S TO MATCH SHALL BE PART OF ONE 5/8 HANGER ROD DETAIL FOR INSULATION r— CONCENTRIC VENT KIT DUCT COMPLETE SYSTEM SYSTEM $ On rm MATERIAL SHALL BE THE TRANE SPRING TYPE REFRIGERANT LINES SIZED PER COMFORT SYSTEM VIBRATION MANUFACTURER'S 2. REFER TO MANUFACTURERS 3 J ISOLATOR(TYP) INSTALLATION INSTRUCTIONS DUCT DEP INSTALLATION MANUAL FORANY SPECIFIC LINED COOLING COIL N OUTDOOR REQUIREMENTS UNIQUE TO O ENCLOSURE THIS INSTALLATION. o AIR VD FILTER LINED SUPPLY WING NUT&ARM(TYP) DUCT SIDE ELEVATION 3. MAINTAIN ACCESSIBILITY $ DUCTWORK _ _ ___ AIR DUCTWORK TWO BLADE DAMPER ROUND DAMPER ARRANGEMENT FOR ALL SERVICEABLE / \ / PARTS VALVES AND � N AIR \\ / —� 3/8"QUADRANT 1/2"QUADRANT DUCT CONNECTION POINTS g RETURN AIR / HANDLER \\ SUPPLY DUCT 4 RUN 1"DRAIN FROM DRAIN AT LOW POINT OF w ——— AIR FURNACE AND COIL TO OPEN FLUE TO FLOOR DRAIN 318"0 ROD PIN ENDED DRAIN IN FURNACE 4 LINED RETURN RUBBER AND SHEAR 3/8"0 ROD PIN o o MECHANICAL CLOSET OPEN AIR DUCTWORK TYPE VIBRATION SEE NOTE 1 CONDENSATE ENDED DRAIN BY PLUMBING S FLEXIBLE CONNECTION ISOLATORS(TYP) DRAIN CONTRACTOR 0o O (TYPICAL) � � � � eC3 1 ALL AROUND ALL AROUND OUTSIDE END RETURN DUCT _---FURNACE, GAS FIRED BEARING FURNACE.HIGH EFFICIENCY o ATTIC FLOOR 22 GA.BLADE 16 GA.BLADE WITH 1"LINER o RECTANGULAR RECTANGULAR DAMPER PLENUM DAMPER FOR DUCTS FOR DUCTS 19"TO 48"x12" m Q NOTES NOTES UP TO 18"x12 e 1.AUXILIARY DRAIN PAN WITH FLOAT SWITCH INSIDE END o INTERLOCK FLOAT SWITCH WITH AIR HANDLER 1 FOR DUCTS OVER 12 HIGH USE MULTIPLE BLADES BEARING FILTER RACK IN ACCESSIBLE LOCATION RUBBER VIBRATION ISOLATORS INSTALL FLOAT SWITCH IN ONE CORNER OF PAN 2 ALL BRANCH DUCTS(SUPPLY,RETURN&EXHAUST)SHALL HAVE VOLUME ., AND TILT PAN TO THAT CORNER DAMPERS,INCLUDING RUNOUTS TO DIFFUSERS(MANDATORY) R.W.Sullivan Engineering NEPJFPEVeemg.Code.Cammmn q CD N sdreR cater 5N Nan st.&b m Bastau NaaaduaeRe 0t1231101 7 INDOOR FURNACE(HORIZONTAL) NTS 4 VOLUME DAMPER(SINGLE BLADE) NTS 1 TYPICAL VERTICAL FURNACE NTS N,aiec61n5nem M.wirmam RM JOB i 160MOO 0 2 4' 8' 0 1/4'=1'-0' v e 0 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 24/7 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 2 4 2 3 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 CONTROL,ETC RETARDANT VAPOR BARRIER ADHESIVE,REINFORCED WITH A VAPOR BARRIER CONNECTION Z Z f 4) E°` TAPE SIMILAR TO THAT OF THE BOARD FACING TAPE SHALL BE 3 TO 5 INCHES ADJUSTMENT OF FAN AND/OR MOTOR SHEAVES AND PULLEYS AND SHALL INCLUDE SHEAVE W o 10 ,,,_ ¢, 13 ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE NATIONAL,STATE AND LOCAL CODES AND WIDE AS RECOMMENDED BY THE PARTICULAR MANUFACTURER. CHANGES IF NECESSARY TO OBTAIN DESIGN AIR FLOWS ALL VOLUME DAMPERS AIR o u vTERMINAL DEVICES BALANCING VALVES ETC.,SHALL BE ADJUSTED TO THE DESIGN FLOW ' ~ a c°1 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 � "R QUANTITIES IN ACCORDANCE WITH ESTABLISHED PROCEDURES OF THE AIR BALANCE oc C W o t pp— ARCHITECT/ENGINEER. 2425 THE ABOVE SPECIFIED INSULATION WILL BE USED IN ALL AREAS,AND IT IS AGENCY(NEBB,AABC OR OTHER NATIONALLY RECOGNIZED TEST AND BALANCE AGENCY) 0 c INTENDED THAT THE FINISH PRESENT A NEAT AND UNIFORM APPEARANCE AS 2.6.12 THE HVAC CONTRACTOR SHALL PROVIDE ALL TEMPERATURE CONTROL AND INTERLOCKING V = t; 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 U °1 Z U 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 eg ^ 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, 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 FIRESTOPPED 2411 INSULATION MATERIAL SHALL BE A FLEXIBLE,CLOSED-CELL ELASTOMERIC 27 COOLING COIL AIR DEVICES INSULATION IN TUBULAR FORM INSULATION MATERIALS SHALL HAVE A 15 ALL WORK UNDER THIS CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF ONE(1)YEAR AFTER CLOSED-CELL STRUCTURE TO PREVENT MOISTURE FROM WICKING WHICH 2 7 1 PROVIDE UNIT WITH MATCHING CASED'A'CONFIGURATION COOLING COIL FOR UPFLOW 3 4 BALANCING REPORT COMPLETION DATE(DATE AS DETERMINED BY OWNER) MAKES IT AN EFFICIENT INSULATION INSULATION SHALL BE 1-1/7 THICK �¢ UNITS.-V'CONFIGURATION COOLING COIL FOR DOWNFLOW UNIT,AND VERTICAL FLAT FACE g� 16 PREPARE&SUBMIT SHOP DRAWINGS FOR ALL PERTINENT HVAC EQUIPMENT ALL SHOP DRAWINGS CONFIGURATION COOLING COIL FOR HORIZONTAL UNITS 3 41 THE BALANCING CONTRACTOR SHALL PROVIDE FOUR AIR BALANCE REPORT ON NEBB OR 2 4 1 2 MATERIALS SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0.27 � �:• SHALL HAVE CLEARLY MARKED THE APPROPRIATE SPECIFICATION NUMBER,DRAWING DESIGNATION, BTU-IN./H-FT2-'F AT A 75"17 MEAN TEMPERATURE WHEN TESTED IN AABC STANDARD FORMAT.THE REPORT SHALL INCLUDE MANUFACTURERS FAN OR PUMP 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 TABULATION - ACCORDANCE WITH ASTM C 177 OR ASTM C 518,LATEST REVISIONS co 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 PROJECT MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR TRANSMISSION OF 0 08 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 VALVES, LATEST REVISION.MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF LESS AND ACTUAL READINGS OBTAINED IN THE FIELD AS FOLLOWS r. f 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 !3m SPECIFICATIONS,AND DETAILS SO THAT THE INSTALLATION OF ALL NEW WORK CAN BE FULLY ACCORDANCE WITH ASTM E 84,LATEST REVISION t ! COORDINATED.THE HVAC CONTRACTOR SHALL VISIT THE SITE TO SATISFY HIMSELF THAT ALL 3 4 1 1 REGISTERS,GRILLES&DIFFUSERS t `.d 3a 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 o a/ BETWEEN THE DRAWINGS AND/OR SITE CONDITIONS,THE HVAC CONTRACTOR SHALL NOTIFY THE 2413 PROVIDE HANGERS,SHIELDS,SADDLES.SLEEVES,AND PRE-MOLDED FITTINGS HOLDING CHARGE 341 12 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 3 4 1 1 3 CFM(DESIGN&ACTUAL) ! d*� OWNER'S ALLOCATED CONSTRUCTION PERIOD. '� e a 275 CASING SHALL BE CONSTRUCTED OF PRE-PAINTED STEEL 18 ALL CUTTING,CORE DRILLING,ETC.REQUIRED FOR THE INSTALLATION OF THE NEW HVAC SYSTEMS 2414 ALL REFRIGERANT PIPING EXPOSED TO ELEMENTS SHALL BE PROVIDED WITH 2 3 4 1 2 GAS FIRED FURNACES WITH DX COOLING �� / moo. SHALL BE BY THE GENERAL CONTRACTOR,APPROVED BY THE OWNER PATCHING SHALL BE BY THE COATS OF PROTECTIVE UV PAINT TO PREVENT DETERIORATION . 276 PROVIDED A FIELD INSTALLED HORIZONTAL DRAIN PAN KIT FOR ALL HORIZONTAL UNITS 34121 IDENTIFICATION 8 LOCATION � ), GENERAL CONTRACTOR 34122 CFM �' C6�� 25 INLINE FANS(SF-1) 19 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 2 51 DUCT MOUNTED SUPPLY FAN SHALL BE OF CENTRIFUGAL DIRECT DRIVEN IN-LINE TYPE WITH 34124 MINIMUM 0 A CFM(COOLING) BY THE ARCHITECT IN THE FIELD,AND SHALL BE SUBMITTED FOR APPROVAL TO THE ARCHITECT PRIOR TO CONSTRUCTION.DIFFUSERS,REGISTERS AND GRILLES SHALL BE SELECTED TO MATCH EC MOTOR THE FAN HOUSING SHALL BE OF THE SQUARE DESIGN CONSTRUCTED OF HEAVY 28 AIR COOLED CONDITIONING UNIT(ACCU) 34125 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) NQ 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) (n r— EQUIPMENT PROVIDED. 252 FAN CONSTRUCTION SHALL INCLUDE TWO REMOVABLE ACCESS PANELS LOCATED FOR GROUND OR INSTALLATION AS MANUFACTURED BY YORK OR APPROVED EQUAL UNIT 3 41 2 8 LEAVING AIR WET BULB(COOLING) Z O N 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) _Q } PIPING,AND EQUIPMENT SHALL BE FINISHED AND ARRANGED FOR A NEAT APPEARANCE MATCH UP TO THE COIL UNIT MOUNTED ON THE GAS-FIRED FURNACE 3 41 210 LEAVING AIR DRY BULB(HEATING) 111 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 3 41 211 ELECTRICAL VOLTS INPUT(EACH PHASE)(DESIGN&ACTUAL) Q N 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 3 41 212 ELECTRICAL AMPS EACH PHASE(DESIGN&ACTUAL) U L PROVIDED IDENTIFICATION AND LABELING PER OSHA AND ANSI STANDARDS RUNNING TOLERANCES WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED 3 41 213 FAN RPM LL 283 CONDENSER COILS WILL BE LEAK FREE AND TESTED AT 250 PSIG AND PRESSURE TESTED AT U 112 WORK SHALL INCLUDE:INSTALLATION AND VENTING OF NEW GAS FIRED FURNACES,INSTALLATION 254 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 L1L E OF NEW DUCTWORK NEW REFRIGERANT PIPING,NEW AIR COOLED CONDENSING UNITS.NEW LOAD AND FURNISHED AT THE SPECIFIED VOLTAGE,PHASE AND ENCLOSURE.MOTORS AND tQ_ BATHROOM EXHAUST FANS,NEW KITCHEN MAKEUP AIR FAN,ELECTRIC WALL HEATER,WALL DRIVES SHALL BE MOUNTED OUT OF THE AIRSTREAM NOTIFIED MINIMUM FIVE(5)DAYS G ADVANCE OF PROCEEDING WITH BALANCING WORK TO V) U MOUNTER THERMOSTATS,INSTALLATION OF REGISTERS,GRILLES,DIFFUSERS,REFRIGERANT& 284 UNIT SHALL BE CONSTRUCTED IN AN ISO9001 APPROVED FACILITY ALLOW TIME FOR THE WITNESSING OF THE TESTING,BALANCING AND ADJUSTING V) U CONDENSATE DRAIN PIPING,AND TESTING,ADJUSTING,&BALANCING OF ALL INSTALLED SYSTEMS U P— a) 2 5 5 PRECISION GROUND AND POLISHED FAN SHAFTS SHALL BE MOUNTED IN PERMANENTLY 285 UNIT SHALL HAVE SINGLE POINT ELECTRICAL CONNECTION 343 IT IS THE BALANCING CONTRACTOR'S RESPONSIBILITY TO BRING TO THE ATTENTION OF THE o Q Z 0 113 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 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 C FILTER DRYER MISSING OR MALFUNCTIONING DAMPERS OR VALVES THE INFORMATION PROVIDED SHALL an Q I.- 2 MATERIALS AND EQUIPMENT INCLUDE ALL PRIMARY EQUIPMENT CRITERIA SUCH AS THE MANUFACTURER'S FAN CURVES, p N p 256 DRIVES SHALL BE SIZED FOR A MINIMUM OF 150%OF DRIVEN HORSEPOWER PULLEYS SHALL TOTAL AND EXTERNAL FAN PRESSURES.PRESSURE DROPS ACROSS ALL UNIT COMPONENTS 21 SHEETMETAL BE OF THE FULLY MACHINED CAST IRON TYPE,KEYED AND SECURELY ATTACHED TO THE 2 8 7 UNIT SHALL COME EQUIPPED PRE-CHARGED WITH REFRIGERANT S (COILS,FILTERS,DAMPERS ETC DESIGN AND OPERATING FAN SPEED,MOTOR RATED AND WHEEL AND MOTOR SHAFTS ACTUAL AMPERAGE DRAW,MOTOR HORSE POWER LIMITATIONS,FAN BELT AND SHEAVE 211 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 O 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 12 PERFORMANCE A TOOL TO DOCUMENT PROPER ADJUSTMENT OF THE EQUIPMENT TO DELIVER DESIGN 2.810 THE UNIT SHALL BE PART OF A COMPLETE RESIDENTIAL HEATING AND COOLING SYSTEM AS 22 FLEXIBLE DUCTWORK PERFORMANCE PROVIDE A COMPLETE AND WORKING BALANCING REPORT AS DEFINED BY MANUFACTURED BY YORK OR APPROVED EQUAL.PROVIDE ALL ACCESSORIES AS 259 EACH FAN SHALL BEAR A PERMANENTLY AFFIXED MANUFACTURER'S NAMEPLATE RECOMMENDED BY THE MANUFACTURER FOR A COMPLETE AND SATISFACTORY SYSTEM THE REQUIREMENTS OF NEBB,A OR OTHER NATIONALLY RECOGNIZED TEST AND o 2 2 1 FLEXIBLE DUCTWORK SHALL BE EQUAL TO FLEXMASTER AND SHALL BE UL LISTED AND BALANCE AGENCY THE CONTRACTOR R IS NOT ENTITLED TO ADDITIONAL COMPENSATION FOR CONSTRUCTED IN ACCORDANCE WITH NFPA.FLEXIBLE DUCT RUNS SHALL NOT EXCEED 5'-0" CONTAINING THE MODEL NUMBER AND INDIVIDUAL SERIAL NUMBER FOR FUTURE BALANCING REPORTS AND ASSOCIATED WORK REQUIRED IN THE EVENT OF A BALANCING � 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 FOOT. RESPONSIBILITY TO COMPLETE BALANCING TO THE SATISFACTION OF THE ENGINEER AND o 2 510 FANS SHALL BE MODEL SO-VG AS MANUFACTURED BY GREENHECK OR EQUAL OWNER w 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 O N 2 31 FURNISH AND INSTALL ALL REGISTERS,GRILLES,AND DIFFUSERS INCLUDING DAMPERS, 26 BATHROOM EXHAUST FANS EQUIPMENT FOR FIELD INSTALLATION 35 FINAL INSPECTION/PROJECT TURNOVER O �. FRAMES,AND OTHER ACCESSORIES TO PROVIDE A COMPLETE AIR DISTRIBUTION SYSTEM o 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 CN 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 DRAWINGS AND SPECIFIED HEREIN AND IS READY FOR FINAL INSPECTION,SUCH AN ` �1 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 a)` 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 r U W KRUEGER SUPPLY GRILLES SHALL BE SIDEWALL.SUPPLY REGISTERS SHALL BE DOUBLE APPROVED EQUAL 293 INSTALL THERMOSTATS FURNISHED WITH ELECTRIC UNIT HEATERS AND PROVIDE CENTRAL SATISFACTION THE CONTRACTOR SHALL PROVIDE EQUIPMENT PARTS LISTS,OPERATION& >1 N ADJUSTABLE DEFLECTION TYPE WITH HORIZONTAL FRONT LOUVERS WIRING MAINTENANCE MANUALS TO THE OWNER BOUND NEATLY IN BINDERS. �/ 233 RETURN/EXHAUST REGISTERS SHALL HAVE FIXED HORIZONTAL BLADES(45 DEGREE 26 GAS FIRED FURNACE WITH DX COOLING § O� DEFLECTION)REGISTERS IN LOCKER,SHOWER,LAUNDRY,OR OTHER"WET"AREAS SHALL BE 294 FANS 352 THE CONTRACTOR SHALL SUBMIT TO THE OWNER A SET OF CAD FILES,1 SET PDF FILES,AND 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 261 PROVIDE A SEALED COMBUSTION,CONDENSING TYPE AGA CERTIFIED FOR USE WITH BASIS FOR THESE AS-BUILTS(WITH PERMISSION OF THE ARCHITECT THE CONTRACTOR RUGGED USE WIRE MESH SCREENS SHALL BE 3/4"SQUARE PATTERN WITH WIRE SECURED 2941 EF-A SHALL BE MANUALLY STARTED,VIA WALL SWITCH ) S NATURAL GAS AS MANUFACTURED BY YORK OR APPROVED EQUAL MINIMUM ANNUAL FUEL o TO FRAME UTILIZATION EFFICIENCY(AF U E)OF 92% ALL RATINGS ARE TO BE CERTIFIED BY GAMA 2942 SF-1 SHALL BE INTERLOCKED WITH OPERATION OF KITCHEN HOOD SHALL SIGN AND RETURN ENGINEER'S STANDARD CAD RELEASE AGREEMENT TO OBTAIN THE B CONTRACT DRAWING CAD FILES. r J A 24 DUCT INSULATION 3 EXECUTION 262 22 GAUGE STEEL CASING WITH BAKED ENAMEL FINISH OR PREPAINTED GALVANIZED STEEL 241 FACED FLEXIBLE FIBERGLASS INSULATION INSULATE CASING BACK AND SIDE PANELS WITH FOIL FACED FIBERGLASS INSULATION N 31 CLEANING o 0 2411 FACED FLEXIBLE FIBER GLASS 2"THICK DUCT INSULATION SHALL BE EQUAL 263 CONSTRUCT PRIMARY HEAT EXCHANGER OF ALUMINIZED STEEL CONSTRUCT SECONDARY HEAT EXCHANGER OF STAINLESS STEEL WITH ALUMINUM FINS OR OF POLYPROPYLENE E 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 � N ED 10Q HAVING AN APPROXIMATE DENSITY OF 1 0 LB/CU FT AND AN ELECTRONIC SPARK IGNITION APPROVED FOR VERTICAL OR SIDEWALL VENTING INSTALLATION APPROXIMATEIMATE ,THERMAL CONDUCTIVITY OF 0.30 AT 75'F. o 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 6 ADHESIVE.ADHERE INSULATION TO DUCTS WITH 4 INCH WIDE STRIPS OF AN 265 CENTRIFUGAL TYPE BLOWER FAN STATICALLY AND DYNAMICALLY BALANCED WITH VARIABLE APPROVED BONDING ADHESIVE,AT 18 INCHES ON CENTER ADDITIONALLY, 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 SECURE INSULATION TO BOTTOM OF RECTANGULAR DUCTS OVER 24 INCHES BLOWER FOR HEAT EXCHANGER PREPURGE AND COMBUSTION GAS VENTING COSTS FOR THE ACCOMPLISHMENT OF THE TESTS HEREIN SPECIFIED CORRECT ALL $ WIDE WITH WELD PINS OR STICKCLIPS AT NO MORE THAN 18 INCHES ON DEFECTS APPEARING UNDER TEST AND REPEAT THE TESTS UNTIL NO DEFECTS ARE CENTER.ALTERNATIVE MEANS OF SECURING INSULATION TO DUCTS WILL BE .PERFORM ALL TESTS PERMITTED,SUBJECT TO THE MANUFACTURER'S RECOMMENDATIONS AND THE 266 PROVIDE UNIT WITH 2'THICK 30%EFFICIENT DISPOSABLE TYPE PANEL AIR FILTER AND FILTER OTHER THAN HEREIN SPECIFIED WHICH MAY DISCLOSED.LEAVE THE EQUIPMENT CLEAN AND READY FOR USE BE REQUIRED BY LEGAL AUTHORITIES BY ARCHITECTS WRITTEN APPROVAL HOLDING RACK WITH A MAXIMUM FILTER FACE VELOCITY OF 500 FPM CN AGENCIES TO WHOSE REQUIREMENTS THIS WORK IS TO CONFORM 2 4 1 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 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 R MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 2671. PRESSURE SWITCH FOR AIRFLOW OF FLUE PRODUCTS THROUGH FURNACE FOUND TIGHT � Q eem� �Cammo R S AND OUT VENT SYSTEMCerter safttMttar CD 2.4.2 RIGID FIBERGLASS BOARD INSULATION 2672 ROLLOUT SWITCH WITH MANUAL RESET TO PREVENT OVERTEMPERATURE IN 33 TESTING,BALANCING.AND ADJUSTING Pharc(6q57bt m wwwloAmcam & BURNER AREA I IRMJM# IM00 c 2421 RIGID FIBERGLASS BOARD INSULATION SHALL BE EQUAL TO OWENS-CORNING 2673 ELECTRIC FLAME SENSOR 3.3.1. 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 2674 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. 2675 TIMED BLOWER START AFTER MAIN BURNERS IGNITE a 2422 THE INSULATION SHALL BE APPLIED BY USE OF WELD PINS OR STICK CLIPS 2676 FACTORY INSTALLED 24 VOLT TRANSFORMER FOR CONTROLS THERMOSTAT 332 BALANCE ALL SUPPLY,RETURN,AND EXHAUST AIR SYSTEMS SERVING THE PROJECT AREA AS a ZZuj 11 E LU Ca0 0.0 4A N N U F,N > �P GLUU 4 w in W O t no O �0 c" 7"0 UP TO FLOOR GRILLE(TYP 4) •° \® isIlk a cry 7"0 .'`. J �l • 0 W 0r 6"0 UP TO FLOOR GRILLE(TYP 4) REFER TO BASEMENT ,p FLOOR PLAN O ON THIS 6"� o DRAWING FOR 6"0 z �„ N ADDITIONAL SCOPE OF Cad Lu Q N WORK (TYP 2) w � _ 6"0 QCL 0 7"0 EF U O l N Q �, U 7 0 6"0 6"0 BATH VENT UP Z > LL Q CO-6 Q 50 p7— LU U J V U w Q c o V o C C 7 JSUPPLY MAIN BELOW CEILING i J SUPPLY DUCTS UP TO TRUSS BAYS(TYP) - O 7"0 D AC 3 n W KITCHEN MAKEUP AIR V 1XIu. 7- CONTROL PANEL 7-0-1 16x1 2 o�c C I 00 �I z 10x20 0 O VD L w CN m ' v GAS FLUE/INTAKE UP � a V � 20X10 RETURN UP 6"0 LO e RETURN MAIN BELOW CEILING 6x6 C N O., N 7"0 FRESH AIR UP S t o VJn` 3 6x6 SUPPLY UP O f N 0 w 0 0 4 z� g BASEMENT FLOOR PLAN W/ WALKOUT 2 BASEMENT FLOOR PLAN 4 • SCALE I/4'=I'-0' I SCALE:1/4'=I'-0' j R.W.Sullivan Engineering 2 MEP JFPrEpp m g.Cade.Cmmmmq g The SftA CMe,0Nan S1,&&M y BaftMumt&02129-1101 Phm(61>527•8227 wMv�na(rran.can IRMJOBI 16MOD S 0 2' 4' 8' 0 1/4'=1'-0' o "s i 4� JY I r Z�LU C� 0 a,0 THE HVAC CONTRACTOR SHALL FIELD COORDINATE �++ 09 w 0,0 N y N U v EXACT LOCATION OF ACCU UNITS IN THE FIELD WITH �H� <'� d THE ELECTRICAL CONTRACTOR AND GENERAL c W V CONTRACTOR TO ALLOW SUFFICIENT WORKING oa o W c c p o CLEARANCES FOR ELECTRICAL DISCONNECT 0 = C3. c SWITCHES AS REQUIRED PER CODE AND THE LOCAL AHJ v 'v z o U ® ® ® CD-9�c9 �+ f FR-10x6 FR-10x4 175 A' d° 150 100 �r��;`� (7YP2) �f.9 �' 8"0 r t✓��0 `ti is Ak ,5� t VENTLESS GAS FIREPLAC CD 9x9 E 125 a rr-,• , 6 or �ZJ ACC 2 8"0 2� ACC 8"0 BATH EXHAUST 00F � DOWN F" 8"0 BATH FR-10x6 EXHAUST UP 150 FRBx4 10"0 BATH EXHAUST V) ® 50 0 8"0 UP TO ROOF Z Q 8'•0 IR CD 9x9 06 C N e- 2 1 a"0oo cV 0 5_ 7"O FRESH AIR UP 7"0 OSA DOWN � O 6"0 GD-5�d3 J CC 8"0 � U L.L. C 6"0 BATH EXHAUST 8.0 q j Q I I V FROM BELOW CD-9x9 6"o Z A 125 � Z = O � v O 7"0(115 CFM) 1J 6"0 `n CL W D: V) w U ' Lij • —Q w U Q EF p N p 10"EXHAUST DOWN �• A TO KITCHEN HOOD LOCATION OF FUTURE D�- (WITH INTEGRAL DUCT HEATER •AC U GAS FLUE/INTAKE FR-10x6 BLOWER BY OTHERS) 2 UP TO ROOF 15o KITCHEN HOOD KITCHEN HOOD 10"KITCHEN HOOD EXHAUST DN 0 MD EXHAUST UP TO ROOF ® f EXHAUST UP L /// 7"0(115 CFM) MDio O r—� -- 12x12 FRESH AIR 0 { } FROM ABOVE I I = I I SF RR-16x16 3 I I 800 10x10 MUA UP MD w a) M D-B-12x1 �/� 1120 1 1000 U. Z WM •1 RR-18x20 500 � M 1200 \ J TO AC-1 LOW ON WALL MOTORIZED z N T GAS FLUE/INTAKE UP&DOWN DAMPER i? 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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 OPEN ATTIC CPVC SPRINKLER PIPE 2 CONTRACTOR SHALL REFER TO THE FIRE PROTECTION SPECIFICATIONS FOR THE FULL REQUIREMENTS oft OSBY OUTSIDE SCREW&YOKE VALVE W/TAMPER SWITCH ' AREA BLANKET INSULATION TO R30 OF THIS SECTION. Z Z LU w o E I _ FASTENED TO WALL STUDS N_ w o 3 ALL EXPOSED SURFACES AS POSSIBLE PIPING SHALL BE INSTALLED AS TIGHT TO FINISHED WALLS AND CEILING —� PIPE CAP in W U Q O —� PIPE CONTINUATION oe in uj o 4 WHERE SPRINKLER HEADS ARE INSTALLED IN TILED CEILING,ALL HEADS SHALL BE LOCATED IN THE — a PIPE UP THRU SLAB OF FLOOR ABOVE V = t CENTER OF THE TILE m v —� PIPE DOWN THRU FLOOR SHOWN U '�Z 8 5 ALL SPRINKLER HEADS SHALL BE PIPED IN AN ARM-OVER FASHION FROM THE SPRINKLER MAIN OR BRANCH THAT SERVES THEM SEE SPRINKLER ARM OVER DETAIL --O PIPE DROP OR RISE WALL OF HEATED SPACE 2x4 WALL STUDS CUT SOLE/PLATE AS REQUIRED TO 6 EACH INDIVIDUAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND SETTING ALL SLEEVES VIF VERIFY IN FIELD �, THROUGH ALL FULL HEIGHT AND RATED PARTITIONS ANY CORE DRILLING REQUIRED BECAUSE OF INSULATION DAM AT SPRINKLER PIPE ALLOW HEAT TO RISE INTO WALL ,r _�. P FAILURE TO DO THIS WORK WILL BEAT THIS CONTRACTOR'S EXPENSE IF PARTITIONS AREA$` AS REQUIRED TO CREATE WALL NTS NOT TO SCALE CAVITY CAVITY CREATED BY INSULATION SHEETROCKED OR TAPED AND SPACKLED PRIOR TO THE INDIVIDUAL CONTRACTOR INSTALLING SLEEVES A" V ct REQUIRING THE WALLS TO BE CUT OPEN AND SLEEVES BE SET,THEN ALL REMEDIAL WORK NECESSARY ELECTRIC BELL - Viz+ t SIDEWALL SPRINKLER TO REPAIR WALLS SHALL BE AT THIS CONTRACTOR'S EXPENSE 1 q a 7 THE FIRE PROTECTION CONTRACTOR SHALL SLEEVE AND SMOKE/FIRE STOP ALL PENETRATIONS REQUIRED FOR THE INSTALLATION OF THE SPRINKLER SYSTEM 8 SPRINKLER SUBCONTRACTOR SHALL VERIFY ALL SPECIFIED DESIGN CRITERIA WITH BUILDING OWNERS INSURANCE PROVIDER AND INCORPORATE ANY COMMENTS INTO THEIR DOCUMENTS TO BE APPROVED EXTERIOR WALL CPVC SPRINKLER PIPE = �,� 9 SPRINKLER SYSTEM SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH NFPA 13D(CURRENT SOLID BATT INSULATION TO R30 �Y '' APPLICABLE EDITION)REQUIREMENTS AS THE MINIMUMaL- 10 PROVIDE ADDITIONAL SPRINKLERS BELOW DUCTWORK,PIPING AND OTHER OBSTRUCTIONS,WHERE ' f, �^ F"oa %c? REQUIRED,IN ORDER TO ACHIEVE PROPER SPRINKLER COVERAGE AND DISCHARGE PATTERNS IN ACCORDANCE WITH NFPA 13D(CURRENT APPLICABLE EDITION) e x ° 10 p �� •�� a° 11 SPRINKLER HEADS ARE SHOWN FOR COORDINATION PURPOSES WITH ARCHITECTURAL REFLECTED , CEILING PLANS THIS CONTRACTOR SHALL ESTABLISH FOR HIMSELF,THE EXACT QUANTITY OF HEADS i°<, �: WALL OF HEATED SPACE 2x4 WALL STUDS REQUIRED FOR THIS PROJECT AND THE EXACT EXTENT OF WORK REQUIRED _ CUT SOLE/PLATE AS REQUIRED TO "a�__ 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 Rao SIDEWALL SPRINKLER 13 THE FIRE PROTECTION SUBCONTRACTOR SHALL DETERMINE FOR THEMSELVES THE EXACT AND MOST HYDRAULIC DESIGN CRITERIA J HYDRAULICALLY REMOTE AREA OF EACH FLOOR IN WHICH TO LOCATE INSPECTOR'S TEST STATION AND Z Q 0 REQUIRED DRAIN ''LU^ CV NOTE 14 SPRINKLERS IN WATER HEATER AND UNIT HEATER ROOM TO BE 212°(F)RATED. PROVIDE AUTOMATIC SPRINKLER SYSTEMS OVER ENTIRE FLOOR EXCEPT NONCOMBUSTIBLE V LLJ +: NON-ACCESIBLE VERTICAL SHAFTS USED FOR PIPING,DUCTS,AND/OR ELECTRICAL EQUIPMENT LLB o cn SPRINKLER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES SHALL BE PROTECTED TO MAINTAIN THE SYSTEM SHALL BE BASED ON NFPA STANDARDS AND ACCORDING TO THE FOLLOWING GENERAL J r— EXPOSED PIPING RUN AT A MINIMUM TEMPERATURE OF 40 DEGREES BY THE USE OF PROPER THERMAL INSULATION GUIDELINES od N THE GENERAL CONTRACTOR,INSULATION CONTRACTOR AND FIRE PROTECTION CONTRACTORS SHALL Z L-1) i COORDINATE TO IDENTIFY THE LOCATIONS REQUIRING INSULATION AND THE INSTALLATION OF SPRINKLER PIPING LOCATION DENSITY AND AREA O � AND INSULATION TO INSURE ALL CONDITIONS ARE MET.INSULATING THE PIPE FROM THE COLD SIDE SHALL BE 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 O DEGREES F AND THE WARM HEATED AREA IS MAINTAINED AT 55 DEGREES F THIS CONTRACTOR SHALL BE E RESIDENTIAL UNITS 4 HEADS WHICHEVER IS GREATER W Z L1J RESPONSIBLE FOR INSPECTING THE WORK OF EACH TRADE TO ASSURE THAT INSULATION TO PROTECT SPRINKLER PER NFPA 13 O J 2: V PIPING FROM FREEZING IS PROPERLY INSTALLED WITH OTHER TRADES Z _j O U IN AREAS WHERE SEVERAL DIFFERENT OCCUPANCIES EXIST,THE SPRINKLER Z Q SYSTEMS SHALL BE DESIGNED TO MEET THE MOST HYDRAULICALLY DEMANDING O W 3 PLAN VIEW SPRINKLER PIPING IN WALL INSULATION NTS DENSITY AND AREA REQUIREMENTS PROVIDE A MINIMUM 10 PSI CUSHION FOR ALL I W Z HYDRAULIC CALCULATIONS i2 W LU w V) V Q Q SPRINKLER HEAD SCHEDULE SYMBOL TYPE DESCRIPTION MANUFACTURER MODEL/SN COMMENTS/DESCRIPTION i` p RESIDENTIAL HORIZONTAL QUICK RESPONSE,STANDARD COVERAGE,4.4K FACTOR,155'F RATED A - TYCO SERIES LFII/TY2334 SIDEWALL WITH RECESSED ESCUTCHEON RESIDENTIAL CONCEALED CHROME 3 PLATED,WHITE COVER PLATE,QUICK RESPONSE,STANDARD • - TYCO SERIES LFII!TY2524 A SPRINKLER COVERAGE,4.9K FACTOR,160'F VJ QUICK RESPONSE,STANDARD COVERAGE,5.6K FACTOR,155'F.WITH U. Z O - UPRIGHT SPRINKLER TYCO SERIES TY-FRB/TY3131 MODEL G1 GUARD JL 200'F RATING IN MECHANICAL ROOMS. 1"x 1/2"REDUCING TEE OR o J N ELBOW THE FIRE PROTECTION SUBCONTRACTOR SHALL COORDINATE THE FINISHES OF ALL SPRINKLER HEADS WITH THE ARCHITECT PRIOR TO THE START OF WORK o Q —_N O I I I I I ALL BLACK STEEL SCHEDULE 40 I I I PIPING,TYPICAL ^` \ PROVIDE LENGTH TO U >' Lo I I I I I I I I I SUIT $ N II I I I I PROVIDE LENGTH TO § Q� SUIT a N r— SPRINKLER BRANCH NE OR MAIN PROVIDE LENGTH TO o L SUIT J SPRINKLER CUP o ASSEMBLY 1"REDUCING COUPLING TO y a o CEILING SPRINKLER HEAD O N PUSH-ON/THREAD-OFF FLAT 4 COVER PLATE ASSEMBLY o O o CEILING L VzM 0 a �a a � NOTES S R.W.Sullivan Engineering a 1.ADJUST SPRINKLER DROPS AS NECESSARY TO CLEAR OBSTRUCTIONS SUCH AS THE CEILING I9JFPETvarg.Code.Camissb b GRID SYSTEM,LIGHT FIXTURES,HVAC DUCTWORK,DIFFUSERS,GRILLS,ETC NS&-ACe4ff.5NftSLSIte203 BoeAt0212t~t107 o 2 REFER TO THE FLOOR PLANS FOR SPRINKLER HEAD TYPES Pnoro(617)04W wwwjwAb3Uoo "sno t6016800 S 0 2' 4' 8' 2 CONCEALED SPRINKLER NTS 1 SPRINKLER HEAD ARM OVER DETAIL NTS s? 0 n a h PART 1-GENERAL initated.During this period,the Contractor shall make a minimum of(2)visits to the site([61 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 Architects Office describing the systems inspected,date 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 102 DESCRIPTION OF WORK 1 07 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"=1'-0"scale(minimum)unless specified otherwise elsewhere Provide larger B The work under this Contract shall include all labor,materials,tools,equipment,transportation,insurance,temporary work so that all openings may be built in advance. scale details as necessary or as requested.Drawings shall show all elements of 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 Z Z` a,o E C Coordinate work with that of all other Trades affecting or affected by the work of this Section.Cooperate with such Trades to elements,but readily accessible for inspection by the Architect until installed.All items subject to moisture damage such as head locations and submit them to Architect for review.These drawings shall show locations of all sprinkler heads and all LU O°C 'c� 0 Q assure the steady progress of all work under the Contract. controls shall be stored in dry,heated spaces Equipment such as control panels shall be energized after the equipment is required dimensions,etc.,and shall show sprinklers,lights,HVAC diffusers and ceiling file patterns as shown on the �V,F--. >0 C a W _ 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 U Q °1'_O for the installation of all work as shown on the drawings and as specified here-in-under and in other Division 21 00 00 B Equipment shall be tightly covered and protected against dirt,water,and chemical or mechanical injury and then At the I. Hydraulic calculations shall be per applicable NFPA standards and FM Data Sheets.Calculations shall include all items °L C►W- o 0 0 0 Sections The following major items of work are included under Division 21 00 00: completion of the work,equipment and materials shall be cleaned and polished thoroughly and turned over to the Owner in a listed in Chapter 22 of NFPA#13(2013)as the minimum requirement and all hydraulically remote areas calculated shall be O — g o. 0 1 Underground pipe connections/piping/fittings/devices/etc. condition satisfactory to the Architect Damage or defects that develop before acceptance of the work shall be made good at dearly indicated on the drawings submitted for review U = �W 'O 2 Complete automate wet pipe fire sprinkler systems the Fire Protection Subcontractor's expense oUc "Z 6 3. Automate sprinkler heads C The Fire Protection Subcontractor shall make necessary field measurements to ascertain space requirements,for equipment 1 24 FIRESTOPPING AND SMOKESTOPPING a 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 10.yam.' 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 ®r A 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. 1111-1- 8. Escutcheons and head guards Obtain the Architects written instructions before proceeding with the work Should Fire Protection Subcontractor perform an C Where pipes are installed thru sleeves,the sleeves shall be of sufficient size to provide 1/2"airs space around the i ��. 0 �`',� 9 P 9 P Y P Pe P Pa pipe 9. Hydraulic calculations verifying 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 `� 1r� 10. Core drilling of holes up to and including 12"diameter ansing in correcting any deficiencies that should anse D Where core drilling has been provided,the core shall be of sufficient size to provide 1/2"air space around the pipe passing D 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 /X 4 a �ft12 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 � y"s 13 Testing and certificates. Protection Subcontractor shall be received.installed,tested,etc as if the equipment was purchased by the Fire Protection ,\ IF�/4 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 Y � q/g'� �__ �. 15 Spare heads in cabinet wrenches Contract A. Refer to Section 01500 of Division 1-General Requirements for the requirements of this Section '`,--� .. ' _ V. 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 �' � p, �,,• - ..I2clr-" ; 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 preselectad for use on this project Where equipment of a _�' " .�' Authorities exercisingjurisdiction over this project substitute manufacturer differs from that s cified re uire different arran ements or connections from those shown,it shall be 1 26 PIPE SLEEVES AND ESCUTCHEONS `+,_, 1 P j Pe q 9 � `r_'~ 7��.. j R o 18 Complete coordination of soffit systems as required with the Architect the responsibility of the Subcontractor responsible for the substitution to modify the installation of the equipment/system to A. Where pipes pass through all wall or floors,the Fire Protection Subcontractor shall provide and set individual sleeves for � q�*., y 1 19 Fire Protection connections to HVAC,Plumbing,Electrical,Fire Alarm,ATC/DDC control equipment and Owner operate property and in harmony with the original intent of the drawings and specifications Should the Fire Protection each pipe and all other work under his charge,as necessary for passage of all pipes Sleeves shall be of sufficient size to �+ W-0 -C....:I `A` - f %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 ,i� � ��. 4� ) •` 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 r q,�e ' 21 Cleaning,Testing and adjustment of equipment an Addendum by the contractor,prior to bid due date The above requirement is mandatory coordinate all requirements for piping sleeves. �' �' 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 F14� ��s' 23 Firestoppmg,fire-proofing,smoke stopping and waterproofing of all Fire Protection piping and equipment where specifications. ,�� e 0v �l� ° ,c ,� required J The Fire Protection Subcontractor shall furnish and install all equipment accessories,connections and incidental items 1 30 DESIGN CRITERIA V `� , 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, _ _ �:, Ir; 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 blenush or defect conductors,devices etc.,shall be designed in accordance with NFPA13 D.and the Building Code,the requirements of all � '� ��°,�„fi- Id 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 % f 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 �a� 11 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 Building Department,Architect.Engineer for review. 29 Record As-Built Drawings quality of material or equipment is indicated,a first class standard article shall be provided B The fire protection work is shown mostly on the Fire Protection Drawings.The documents for all other systems to be installed 30 All fire protection system acceptance tests[Expensive option-coordinate with owner] L All Equipment of one type(such as valves,heads,etc.)shall be the product of one manufacturer unless noted otherwise in must also be considered as apart of the Fire Protection work Each bidder for work under this Section of the specifications %0 31 Operation and Maintenance Manuals this specification. shall establish for himself,the exact quantity of sprinkler heads,detectors,devices and other equipment that:s required for r- 32 System Start-Up,Demonstration and Training Typically only required on larger projects the project in order to provide approved fire protection systems as required by the Contract Documents Refer to the Q 33 Contractor's certificate of completion 1 09 USE OF PREMISES Architectural reflected ceding plans for preferred sprinkler head locations.Additional sprinkler heads and other equipment N 34 Seismic restraints A. The Fire Protection Subcontractor shall confine all apparatus,storage of materials and construction to the limits as directed required shall be provided as part of this Contract as required,to satisfy the requirements for the hazard stated.The Fire Z • 35 Assist in commissioning by the Architect and he 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 N responsible for repairs,patching,or cleaning ansing from any unauthorized use of premises arrangements will be constructed that will require special fire sprinkler design considerations.Failure of the Fire Protection 0 r- 1 03 RELATED WORK B In storing materials within areas(structure or ground),or when used as a shop,the Fire Protection Subcontractor shall Contractor to examine all areas that will require special considerations and misinterpretation of the contract documents ~ - N A Related Work consult with the Construction Manager and shall restrict his storage to space designated for such purposes The Fire resulting therefrom shall be entirely his responsibility U r` 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 ansing from any unauthorized use of LU Q 4) to be performed under other designated Sections or Divisions see the following the premises. 131 START-UP AND COMMISSIONING OF SYSTEMS H U a Division 01-Comrrussioning C Notwithstanding any approvals or instructions which must be obtained by the Fire Protection Subcontractor from the Architect A. The Fire Protection Subcontractor,as applicable,shall commission and set in operating condition all major equipment and 0 M: 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 W — LaJ E c Division 04-Section Masonry Mortar and Grout the Plumbing Subcontractor The Architect,Engineer or Owner shall not be deemed to have any responsibility or liability in representatives.In no case will major systems and equipment be commissioned by any of the Subcontractor's forces alone, a. U V d Division 05-Section Miscellaneous Metals connection with safe working conditions at the site without the assistance or presence of the equipment manufacturers. LU UJI� Z Z U e Division 07-Penetration Fire Stopping B A written report shall be issued by the particular equipment manufacturer and the Fire Protection Subcontractor summarizing f Division 07-Thermal Insulation 1 10 PROTECTION the results of the commissioning and performance of each system for the Architect's record No additional compensation will ZO 2. t, Z IC) g Division 08-Section Access Doors and Frames A Materials,piping,sprinklers,equipment control panels,etc.,shall be properly protected during construction and all openings be allowed for any Contractor for such services h Division 22-Plumbing shall be temporarily dosed so as to prevent obstruction and damage Post notice prohibiting the use of all systems provided I Division 23-Heatng Ventlating 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 Ce LLI J i Division 26-Electrical otherwise instructed by Architect Take precautions to protect all materials furnished from damage and theft. N Q � B The Fire Protection Subcontractor shall furnish,place and maintain proper safety guards for the prevention of accidents that 201 PIPE AND FITTINGS LU U 1 04 PERMITS,FEES AND TAXES might be caused by the workmanship,materials,equipment or Fire Protection systems provided under his Contract A Piping shall meet applicable ANSI or ASTM standards requirements and shall have 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 1 11 DAMAGE TO OTHER WORK requirements Where ANSI and ASTM standard does not exist joints and fittings shall bear UL listing and FM approval which the work is to be performed Fire Protection Subcontractor shall obtain all required Certificates of inspection for his A The Fire Protection Subcontractor shall be held responsible and shall pay for all damages caused by his work to the building symbols respective work and deliver same to the Architect before request for acceptance of his portion of work is made and before structures,equipment apparatuses,systems,etc.and all work and finishes installed in the budding Repair of such damage B Piping for all wet pipe automate 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 Architect's 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 i 1 05 REFERENCES 1 12 CORRECTION OF WORK responsive gaskets and nuts and bolts;or outlet couplings,with outlets grooved or threaded with standard pressure A All materials and workmanship shall comply with all applicable Codes,Specifications.Local and State Ordinances,Industry A The Fire Protection Subcontractor shall promptly correct all work provided under his Contract and rejected by the Architect as responsive gaskets and bolts and nuts shall be UL listed and FM approved,and rated for 500 psi on piping 3"and larger,and x O Standards and all other Regulations,latest editions defective or as fading 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 6 >_ B In case of difference between Building Codes,State Laws,Local Ordinances,Industry Standards and all other Regulations whether or not fabricated installed or completed permitted 9 and the Contract Documents,the Fire Protection Subcontractor shall promptly notfy 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 r difference 1 13 EXTRA WORK on larger sizes. 6 ^, 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 7 D Should the Fare Protection Subcontractor perform any work that does not comply with the requirements of the applicable of any Codes and/or Standards and/or any references to the contrary. L Budding Codes,State Laws,Local Ordinances,Industry Standards and all other Regulations,he shall bear all costs arising in 1 21 RECORD DRAWINGS/AS_BUILT DRAWINGS H CPVC pipe and fittings to be as follows. I UJ . M correcting the deficiencies,as approved by the ArchrtectlOwner 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 6 _�Z 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 variation from the Contract Drawings,in and shall be certified by NSF International for use with potable water.Both pipe and fitting compounds shall be It 0 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 r— 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 O 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 0 2. National Fire Protection Associaton(NFPA) B. The Fire Protection Subcontractor shall indicate progress by colonng_in various piping,equipment and associated socket)and ASTM F439(schedule 80 socket) t N on 1 3. FM Global(FM) appurtenances exactly as they are erected.This process shall incorporate both the changes noted above and all other 4 Both pipe and fittings shall be Listed by Underwriters Laboratories for use in wet automatic fire sprinkler systems and ' ` ^` � 4. Underwriters'Laboratories(UL) deviatons from the original drawings whether resulting from job conditions encountered or from any other causes. shall bear the logo of the Listing Agency See UL Fire Protection Equipment Directory,categories VIWT and HFYH V W 5 Occupatonal Safety and Health Standards C The marked-up and colored-Up prints will be used as a guide for determining the progress of the work installed.They shall 6 [NY]Building Code be inspected periodically by the Architect and Owner and they shall be corrected immediately if found either inaccurate or 2 02 PIPE SLEEVES AND ESCUTCHEONS � — �/ IN 7 [NY]Fire Protection Code incomplete.This procedure is mandatory. A The Fire Protection Contractor,for work under his charge.shall determine the diameter of each individual wall opening or 8 All other standards applicable to this particular state Failure to comply with this requirement could result in a reduction of the monthly payment requisition recommended sleeve before ordering,fabrication or installation , 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 o latest volume or pubiicaton of the Standard.All equipment materials and details of installation shall comply with the review and comment The prints will be returned with appropnate comments and recommendations These corrected prints, features of the building.Elimination of sleeves must be approved by the Architect � Z C: .— 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. iz 1 ANSI American Natonal 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 ° 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 E =) J 3 ASTM American Society of Testing Materials documents in AutoCAD(REVIT)(latest version)format A bound set of plans,as well as the computer files,on disk shall be securing the escutcheon to the piping or the covering They shall be of sufficient size to cover sleeved openings for the pipes °0 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 5 a) 5 NEMA National Electrical Manufacturers Association Subcontractor shall make any corrections necessary to the As Built documents and prepare one reproducible set of Beaton and Caldwell,Dearborn Brass or Grinnell in 6 UL Underwriters'Laboratories,Inc drawings as well as bound blueprint sets)(quantity as determined by the Architect)for distnbuton 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, i 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 anth 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 9 N the course of construction and it shall be the Fire Protection Subcontractor responsibility to update the As Built documents to I 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 I'll 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: a maintained within the As Built Record AutoCAD(REVIT)(latest version)documents. 1 Iron body,bronze mounted swing check with flanged ends,175 psi,21/2"in size up to 8"size,or 1 06 WARRANTY H The As Built AutoCAD(REVIT)(latest version)documents required shall be in addition to other requirements stated 2 Iron body,spring actuated,wafer check,250 psi,sizes 4"through 8";or 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". 2 warranties for work under this Contract 4. All check valves up to 2"in size shall be all bronze with screwed ends. Q rm 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 Trim Valves(for use on inspectors test set ups,ala check valves,dry pipe valves,etc.) 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! 1:, A 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. 03 • shall be in addrbon to,and not in lieu of,all other liabilities which the manufacturer and Fire Protection Subcontractor may C Disposition of shop drawings shall not relieve the Fire Protection Subcontractor from the responsibility for deviations from D Cross connection control device(baddlow preventer): � 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 e 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.Baddlow prevention a 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 badQiow prevention device m Subcontractor for the work under his Contract including all other damage done to areas,materials and other systems E Shop drawings shall include but shall not be limited to the following: and proposed installation Furnish confirmation of approval to the Architect before installation Before Owners R.W.Sullivan Engineering I? resulting (D from this failure. 1 Fire Protection work layout including location and sizes of all n valves,equipment connections,drains,test instruction commences,arrange tasting of the backflow prevention device b certified personnel and famish WiFP .C*de.� Y n9 piping, 9 9 P Y Pe Is ire sana Cafe sty 11ilm%SuM Zia x L The Fire Protection Subcontractor shall warranty that all elements of the systems which are to be provided under his stations,and all other appurtenances and/or accessories. confirmation of testing to the Architect.Provide one spare parts kit and one each of any special tools required per 8mb% 02yaim o Contract are of sufficient capacity to meet the specified performance requirements as set forth herein or as indicated 2 Equipment cuts and manufacturers documentation for,but not lirruted to: bacldiow prevention device installed. � '"(6i7) wX9AvM'" 0 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. r iEeisem 1 1 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 n = 0 2' 4' 8' affected by the failure(s). C. All types of sprinkler heads and accessories such as finished ceiling plates,guards,wrenches,spear head N Fire Protection Subcontractor shall furnish,before the final payment is made,a written warranty covering the above cabinets,etc. 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 11 O. Upon final acceptance of the project by the Owner,the(1)year guarantee period of all equipment and materials will be a [Backflow prevention and cross connection control devices] 1/4'=1'-0' 8 0 a 1 2 04 HANGERS AND SUPPORTS F The Owner will not be responsible for material,equipment or the installation of same before testing and acceptance A Hangers shall be approved adjustable dip and dews pattern supported from structural steel and/or concrete floors above by UL listed and FM approved type clamps and supports.Spacing and hanger rod size shall be as outlined in 304 FINAL INSPECTION the appropriate NFPA Standard as the minimum.All hanger components shall meet ASTM B633,SC1 or SC3 as a A When all Fire Protection work on the project has been completed and is ready for final inspection,such an inspection minimum for corrosion res stance 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 Architect's satisfaction. equipment and control valves Piping at equipment shall be supported to allow for removal of equipment,valves and accessories with a minimum of dismantling and without requiring additional support after these items are removed 305 VERIFYING CONDITIONS D. All piping installed under this section of the specification shall be independently supported from the building structure A The Fire Protection Subcontractor shall verify all conditions and take all measurements in the field as required to insure steel and/or concrete decks and not from the piping,roof decks,ductwork,rack hangers or conduit of this and/or any that all work will fit actual conditions.Field corrections to fabricated work and adjustrnents 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 u+ m specified herein shall be furnished 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 ae c'C, °u, E. "C"clamps for hangers on pipes will not be permitted unless installed with safety straps and lock nuts �'— 0 IV > >o a F. All vertical drops and run out pipes shall be supported by split-ring extension type hangers 3 06 TESTING AND INSPECTION c W t j Q 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 °C C W °t o 0 H. Protection of piping from earthquakes(seismic activity)shall be provided and insta::ed 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 O ~ 5 a C Building Code and NFPA 13 inspection and testing shall be repeated When work is completed,the Fire Protection Contractor shall furnish all U = C y I. Provide seismic separation assembly for each pipe at each budding seismic separation as required by NFPA 13 Certificates of Inspection and Approval to the Construction Manager,Engineer and Owner before final payment of the oUc Z U Contract will be allowed Q 2 05 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 Owners 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 Bellvrlle 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 sprinklers shall be used. of the Engineer L� B All sprinkler heads shall be provided and installed to conform to manufacturets 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 wntng 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 e D All sprinkler heads in mechanical rooms,storage areas and closets shall have sprinkler guards All heads within 7'-0" least 48 hours in advance of scheduled testing of the floor in areas without suspended ceilings shall have sprinkler guards D Conditions requiring testing in excess of the minimum requirements noted herein shall be performed in accordance with E In areas where heads are located in ceiling tiles,heads shall be installed in the center of tiles NFPA Standards and FM Data Sheets and the requirements of the Authontes Having Jurisdiction F Upright and pendant sprinkler heads in areas without ceilings shall be Vilang M.crofast OR as manufactured by the E Should the Owner,Architect,Engineer or any Authority Having Jurisdiction require,the Fire Protection Subcontractor C^- ,d Vilang 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 MW y G Pendant sprinkler heads in areas with ceilings shall be Viking OR fusible element concealed sprinklers as manufactured Local Authorities. by the Vilang Corporation,or equal,as indicated on the Fire Protection drawings All sprinkler ceding 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 Standards taxes,fees and other costs in connection with his work,file for necessary approvals with the jurisdiction under which I In addition to the sprinkler heads required,furnish spare heads of each type and of each temperature rating used the work is to be performed.The Fire Protection Subcontractor shall obtain all Certificates of Inspection for his work and quantity to be as required by NFPA 13. deliver same to the Construction Manager,Architect and Engineer before request for acceptance of his portion of work bfg 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 �>9 ZO '> operated or been damaged in any way can be replaced promptly. Data Sheets as a minimum for all the fire protection work installed 2 The spare sprinklers shall be kept in a cabinet located where the temperature at no time will exceed 100F j 0 0 ® 0 3 Spare dry sprinklers are not required as long as means of putting the system back in service are furnished 307 SUBCONTRACTOR'S CERTIFICATE OF COMPLETION ng 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 Ths 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 r--- PART 3-EXECUTION PROJECT C) N 3 01 COOPERATION AND WORK PROGRESS PERMIT NO TYPE Z Z } A The Fire Protection work shall be earned on under the usual construction conditions,in conjunction with all other work _ O at the site The Fire Protection Subcontractor shall cooperate with the Architect General Contractor,all other The undersigned permit holder attests that the 1— CV Subcontractors and equipment suppliers working at the site The Fire Protection Subcontractor shall coordinate the scope as installed,is complete and to the best of his knowledge and belief,in substantial accord with the U 1— 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 Q B The Fire Protection Subcontractor shall coordinate his work with the progress of the building and other Trades so that O U he will complete his work as soon as conditions permit and such that interruptions of the building functions will be at a M: C minimum Any overtime hours worked or additional costs incurred due to lack of or improper 000rdination with other Q/ — lJJ C Trades or the Owner by the Fire Protection Subcontractor,shall be assumed by him without any additional cost to the CL U a) Owner By: LU LLJ Z U C The Fire Protection Subcontractor shall furnish information on all equipment that is furnished under this Section but Signature of License holder data W CL O a) installed under another Section to the installing Subcontractor as specified herein Z— L-') Z Q D The Fire Protection Subcontractor shall provide all materials,equipment and workmanship to provide for adequate O u— protection of all Fire Protection equipment during the course of construction of the project This shall also includeCL protection from moisture and all foreign matter.The Fire Protection Subcontractor shall also be responsible for damage Printed or Typed Name License Number W u i which he causes to the work of other Trades,and he shall remedy such injury at his own expense (U Q Lii I.— E Waste materials shall be removed promptly from the premises.All material and equipment stored on the premises shall w U Q be kept in a neat and orderly fashion.Material or equipment shall not be stored where exposed to the weather.The Fire V) 0 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 Offioers Signature data ,[ service and distribution equipment This shall include furnishing and installing temporary heaters within these units,as L— approved,to evaporate excessive moisture and ventilate it from the room,as may be required Q G. It shall be the responsibility of the Fire Protection Subcontractor to coordinate the delivery of the Fire Protection Printed or Typed Name Title i 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 will not occur Such equipment stored for an excessively long period of time(as A Pipe and fittings within residential dwelling units and residential dwelling unit areas may be CPCV with hangers as 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 z Architect, B All socket type joints shall be made up employing solvent cements that meet or exceed the requirements of ASTM Z H. The Fire Protection Subcontractor shall erect and maintain.at all times,necessary safeguards for the protection of life F493.The standard practice for safe handling of solvent cements shall be in accordance with ASTM F402 Solvent and property of the Owner,Workmen,Staff and the Public. cement shall be listed by NSF International for use with potable water,and approved by the manufacturers The solvent UJ 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. 4 N arrangement and location of Fire Protection equipment to allow proper space requirements as indicated in the NEC C Follow manufacturer's instructions for set and cure times for solvent cement joints Avoid significant stresses during set e Particular attention shall be given in the field to group installations.If it is questionable that sufficient space,conflict with and cure times.Do not apply any stress that will disturb an un-dned joint Spnnider fittings shall be allowed to cure in O • the work of other Subcontractors,architectural or structural obstructions will result in an arrangement which will prevent accordance with the manufacturers guidelines and the contractor shall assure the outlets are clear of any excess o L proper access,operation or maintenance of the indicated equipment,the Fire Protection Suboontracbr shall cement prior to installing sprinklers. N CO 1 immediately notify the Contactor 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 Chionnated Polyvinyl Chloride Ir-- been given to him by the Architect (CPVC)Fire Sprinkler Systems for all personnel assigned to this project prior to beginning construction Certificate r 1 J. The Fire Protection Subcontractor shall obtain from the Electrical,Fire Alarm,Plumbing and HVAC Subcontractors shall state that the person has successfully completed formal CPVC fire sprinkler systems training conducted by an v LO copies of all shop drawing prints showing the ductwork and piping installation as they will be put in place on the project authorized CPVC manufacturers representative The Contractor Training Certificates shall be specific to the 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. § N installation conflict Such coordination shall be done prior to roughing in of any Fire Protection equipment E Installation practices such as pipe support spacing,bracing,allowance for thermal expansion/contraction,solvent K Location of all sprinklers,piping,hangers and other devices shall be verified with the Architect prior to roughing Refer cementing and handling and storage shall be in accordance with the manufacturers instructions and the UL Listing W to details and wall elevations the Architectural drawings Mounting heights indicated on these drawings and/or F After the system is installed and solvent cement is cured per the manufacturers installation instructions,the systems Z 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 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 o J connection whether indicated on the Fire Protection drawings or not,shall be fumished and installed as directed by the and directing thermal expansion and contraction and testing of the piping systems. 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 O 302 INSTALLATION their list of concerns and their recommendations about products not on their list a A. General I The Contractor be solely and completely responsible for confirming the chemical compatibility with CPVC piping 1 Unless specifically noted or indicated otherwise,all equipment and material specified in Division 210000 of this systems of any products not on the manufacturers compatibility list that could come in contact with the CPVC piping N speafication or indicated on the drawings shall be installed under this Contract whether or not specifically systems.The Contractor shall confirm this with that product's manufacturer. p rterruzed 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 o and classes or material and equipment products(products not on the manufacturers compatibility list but not confirmed by the Contractor as compatible)of o 2 The Fire Protection Subcontractor shall obtain detailed information from manufacturers of equipment as to any kind or from any source,do not come in contact with the CPVC piping systems q 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 o 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 complete installation of items furnished under other Sections or furnished by the Owner. non-confimied 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 a 5 The Fire Protection Subcontractor shall coordinate the utility service installations with Local Amuthoribes, A Provide microbiological influenced corrosion(MIC)prevention as designed and manufactured by Huguenot Owners Insurer,the City Budding Department and the City Fire Department,etc Laboratories,101 Riverdale Road,Port Jervis,New York. 6 All miscellaneous hardware and support accessories,including support rods,nuts,bolts,screws and other such B. The Fire Protection Contractor is to request and received an analysis for MIC from Huguenot Laboratories.Water • items,shall be of a galvanized or cadmium plated finish or of another approved rust-inhibiting coating sample test kit shall be specific to the needs of the new water based suppression systems.Provide full analysis 33 including an Anaerobic and Aerobic MIC evaluation.Analysis shall be Wsed on six(6)sample culture t twies(8 day a 303 MATERIALS AND WORKMANSHIP incubation),23 mineral analysis testing and 3 physical tests to determine any corrosive nature of the water. IA 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 ttrat are CD documents and shall be UL listed and labeled and approved where required GRAS approved. R.W.Sullivan Engineering i? 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 t011FID .C4ft.0 g TBe Sdratlt Cei+far,Sig licit S,She 203 x catalog number,such references shall be interpreted as establishing standards of quality for materials and feed equipment Permanent feed system is to allow for continuous treatment for the fire sprinkler system anytime s�u�d.or�ot,te.nin performance. water is flowed to the system. ai=(61rl5zu w w•.u•s bM= ° C Finish of materials,components and equipment shall riot 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 R WSJOB# 16OfM 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 access E All work shall be installed in a neat and workmanlike manner and shall be done in accordance with all Local and State 1/4'=1'-0' Codes o a h GENERAL NOTES LEGEND 1 CONTRACTOR SHALL REFER TO THE PLUMBING SPECIFICATIONS SYMBOL ABBR DESCRIPTION 2 GENERAL NOTES,SYMBOLS LIST AND DETAILS ARE APPLICABLE TO ALL S S or W SOIL or WASTE PIPING 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 INLET �;'� � _- _____= V VENT PIPING(BURIED or BELOW SLAB) 4 RUN PIPING CONCEALED,UNLESS SPECIFIED OTHERWISE,AND CLEAR Z= a)o E OF CEILING INSERTS. LU O°C cc 0,0 LW LW LAUNDRY WASTE PIPING h— 0 o ~N~ '5 THIS CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER o W U a ----LV---- LV LAUNDRYVENT PIPING u+ c 4)— CONTRACTORS IN ESTABLISHING PIPE RUNS AND SPACE CONDITIONS oe C LU o 0 0 0 ® PUMP MOTOR — c HIGH WATER ALARM ® 6 PRIOR TO START OF INSTALLATION OF BELOW SLAB PIPING,PLUMBING IW IW INDIRECT WASTE PIPING U x �4 'D SUBCONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH 0Ue ^Z U PLAN FLOAT SWITCH STRUCTURAL FOOTINGS,GRADE BEAMS,ETC WITH STRUCTURAL IW CWW CLEAR WATER WASTE PIPING ENGINEER TP TP TRAP PRIMER PIPING 7 PRIOR TO INSTALLATION OF UNDER SLAB PIPING AT GROUND FLOOR, G G NATURAL GAS PIPING PLUMBING SUBCONTRACTOR SHALL COORDINATE ALL EXTERIOR �d INVERT ELEVATIONS WITH CIVIL ENGINEER Cw CW DOMESTIC COLD WATER PIPING 8 PRIOR TO INSTALLATION OF ANY SURFACE MOUNTED OR RECESSED rtw HW DOMESTIC HOT WATER PIPING �- ,)D PLUMBING COMPONENTS(I.E..WALL HYDRANTS,PIPING PENETRATIONS,ETC.)ON EXTERIOR OF BUILDING,PLUMBING NDCW NDCW NON DOMESTIC COLD WATER PIPING SUBCONTRACTOR SHALL COORDINATE THEIR EXACT LOCAT'ON WITH � CHAMBER VENT TO BUILDING SANITARY ARCHITECT AND GENERAL CONTRACTOR. r SYSTEM SEE FLOOR PLANS BALL VALVE— 9 PLUMBING SUBCONTRACTOR SHALL COORDINATE ALL ROOF t>+� NATURAL GAS VALVE .• :_�';•`�• GATE VALVE PENETRATIONS WITH ROOFING SUBCONTRACTOR.REFER TO ARCHITECTURAL DRAWINGS FOR FLASHING AT ALL ROOF BALL AND DRAIN VALVE CHECK VALVE 45'ELBOW DRAIN VALVE `� l � PENETRATIONS n f 10 SOME PIPING ON THE FLOOR PLANS IS SHOWN WITHOUT VALVES ETC FOR CLARITY PURPOSES.THE PLUMBING SUBCONTRACTOR SHALL RPBP REDUCED PRESSURE BACKFLOW PROVIDE DRAIN VALVES AND SHUTOFF VALVES AT THE BASE OF ALL PREVENTER w/VALVES • STEEL COVER RISERS.ALL PRESSURE PIPING BRANCHES SHALL BE VALVE D AT PEX MANIFOLD OSBY OSBY GATE VALVE 07 %0 FLOOR SLAB 11 PLUMBING SUBCONTRACTOR SHALL INSTALL TRAP PRIMER VALVES -----------♦ VIV VALVE IN VERTICAL e e FOR ALL FLOOR DRAINS LOCATED WITHIN BUILDING THE PLUMBING a TMV THERMOSTATIC MIXING VALVE QFES SUBCONTRACTOR SHALL COORDINATE EXACT LOCATION OF TRAP INLET PRIMER VALVE AND WATER PIPING IN FIELD HIGH WATER ALARM TRAP PRIMER Y1 PUMP#2 ON 12 PLUMBING SUBCONTRACTOR SHALL REFER TO PLUMBING FLOOR STRAINER Y2 PUMP#1 ON PLANS FOR ALL NATURAL GAS DISTRIBUTION PIPE SIZES R 13 PLUMBING SUBCONTRACTOR SHALL PROVIDE STOPS ON SUPPLIES TO BVW BACKWATER VALVE FLOAT VALVES ALL FIXTURES PROVIDE CHECKS ON SUPPLIES TO ALL MIXING TYPE FLOOR DRAIN J O (TYPICAL) Y3 HW 8 CW FIXTURES 1-- 14 PLUMBING SUBCONTRACTOR SHALL OWN DRIP LEGS AND SHUT OFF 0-0 OED OPEN END DRAIN W W 1 VALVES AT THE BASE OF ALL NATURAL GAS RISERS AND AT ALL METER w/VALVES `-' C) CV CONNECTIONS TO EQUIPMENT PIPE UNION J i PUMPS OFF 15 PRIOR TO THE START OF WORK THE PLUMBING SUBCONTRACTOR od ''nn SHALL REVIEW THE LOCATION OF THE GAS METERS AND THE V W Y1=3" SECTION VIEW DOMESTIC WATER METERS WITH THE AUTHORITY HAVING PIPE CAP OR PLUG Z J LLJ Y2=3• JURISDICTION,THE CONSTRUCTION MANAGER AND THE ARCHITECT _� PIPE CONTINUATION c Q Z V Y3= W 0 � —� PIPE UP THROUGH SLAB ABOVE 0 J = Z 2 SEWAGE EJECTOR DETAIL NTS PIPE DOWN THROUGH FLOOR SHOWN p CL U cn LU PIPE RISE/DROP U w Q Q ac W&T WASTE AND TRAP p N p T— CO CLEANOUT �— FCO/GCO FLUSH FLOOR/GRADE CLEANOUT ® TP TRAP PRIMER V W&V WASTE&VENT PIPING L_ O WBWV WASTE&WET VENT BV BOW VENT THERMOMETER VTR VENT THRU ROOF 7� VACUUM RELIEF VALVE HW o VIF VERIFY IN FIELD U Z BLADDER TYPE NTS NOT TO SCALE Uj �[ N EXPANSION TANK HOT WATER TO SYSTEM VENT STACK SUPPORTED FROM CFH CUBIC FOOT PER HOUR O BUILDING — O • STRUCTURE FLASHING SLEEVE SF SQUARE FOOT I (JOSAM#26450) CAI m 1`7 � LOW LIMIT OF WORK � U COLD W NLET ZUNO UNLESS NOTED OTHERWISE LO cw ROOFING SYSTEM ll1 16 OZ COPPER FLASHING BY S N ROOFING CONTRACTOR V 8 C VALVE 8 CAP • CK UNION(TYP)--�— — FM FORCE MAIN o ~ N INSULATION � e— (INV XX'-X") INVERT ELEVATION Z V ao oae �Oo °o 00o a0o • PRESSURE&TEMP J RELIEF VALVE ROOF SLAB FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6"OF FLOOR HOT V) WATER 120 GAL O HEATER o 0 rDRAINVALVE SLEEVE N 0 4 O 6'AF F o FLOOR O `a ow S w R.W.Sullivan Engineering a NOTES: W i FP E,gjw2•Cade.CowdWodM $ 1 HEIGHT OF VENT IN ACCORD W/LOCAL CODES&AS SPECIFIED T1eSdn2Cemer.5BM 2hSLSLb203 Bossoti�aem o21231101 a imfol 2 FOR MATERIALS-REFER TO SPECIFICATIONS ana+�(et>)s � � a RN'S JOB ima t 16DI69A0 S 1 ELECTRIC WATER HEATER DETAIL NTS 3 STACK THROUGH ROOF NTS o 2' 4' 8' va•=r-o• 8 0 e 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 be 300 stainless steel with keyway for positive positioning a)Furnish and install a complete new general purpose cold and hot water piping, Division 1-General Requirements,shall be included in,and made part of,this and securing of the impeller. Motor end bell to be designated as a terminal valves and connections to all plumbing fixtures as required by applicable codes. Section. d) All natural gas piping installed through the foundation wall and installed box. below grade through any wall or floor of the building shall be 2. Testing of Piping Systems-General: 1. Work included:provide labor,materials and equipment necessary to complete the pipe-within-pipe configuration and properly vented to the exterior. Impellers cast iron,accurately machined to proper diameter and statically and a)AII piping systems shall be subjected to testing with water or air as noted and shall z z W 4)o E LU 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 4)o q a. 2 6. Water and Gas Valves or water. While any system is being tested,required head of pressure shall be c W U <m m a)Domestic cold and hot water piping. Controls: Each pump to have auto.mechanical float control stop-start maintained until all joints are inspected. c`" o t o" 0 o C 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 = C c)Hangers,supports and sleeves. button b)All tests shall be witnessed by the local inspector having jurisdiction and the U z 6 d)Insulation. 7. Hangers and Supports Architect/Engineer,with 48-hour notice given these authorities. e)Core drilling. 1-30"diameter deep fiberglass basin with inlet and anchor flange as f)Plumbing fixtures. a) All piping shall be supported from the building structure by means of required and 34"OD steel gasketed cover with all necessary openings. c)All equipment,materials and labor required for testing any of the various systems or g)Reduced pressure backflow preventors approved any part thereof shall be furnished by this Subcontractor. � � h)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. k)Testing of all systems b) Hangers for uncovered(uninsulated)copper piping shall be factory 13 DRAINAGE SPECIALTIES "d 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 m)Seismic plastic coated steel clevis hangers. Manager/General Contractor the exact information relative to the finished grades of of water. 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 �' a p)Meters passing through walls,floors and partitions shall be furnished and set by this Drainage specialties may be Zum,Josam,or JR Smith Company. 1)If inspection or tests show defects,such defective work or material shall be �• F 1! � Water service subcontractor. B. Wall Cleanouts replaced and inspection and tests shall be repeated.All repairs to piping shall be e� q) P P P P P P 9 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 075 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 ES(% sleeves through floors. outlet,tapered threaded plug,adjustable nickel bronze top,J.R.Smith or approved and never less than 5 psi. a)Cutting and patching. equal. B. Test duration shall be 30 minutes for each 500ft3 of pipe volume tested. The b)Electrical connections. c) All penetrations shall be fire stopped to comply with state building code. For concrete floor-J.R.Smith Model 4025 duration of the test shall not be required to exceed 24 hours regardless of volume. For vinyl composite tile-J.R.Smith Model 4145 3. Submittals: submit shop drawings,catalog cuts,product data,etc.,as required. 9. Insulation For carpeted areas-J.R.Smith Model 4025Y 5. Disinfection of All Water Systems For heavy traffic unfinished areas J.R.Smith Model 4220 CD 4. Codes,Ordinances and Permits: conform to all applicable codes,obtain all a) Scope: all water piping,fittings and valve systems shall be insulated. with cast iron top. a)All water piping systems,including services out to point of connection with mains N 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 H 1) Pipe insulation-fiberglass. 1. General than 50 parts per million of available chlorine by this Subcontractor.The chlorinating (D O 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. Z 0 4 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 insulation. or as required by the installation conditions.Plumbing Owner approved chemical testing laboratory and results sent to the Architect or his U 6. Guarantee: guarantee all materials,Items,equipment and workmanship furnished 3) All materials,Including vapor barrier jackets,glass cloth jackets, subcontractor shall be responsible for reviewing the representative for verification. All costs shall be borne by this Subcontractor. E and installed under this contract for one year as required. adhesives,etc.,shall be fire retardant. architectural plans and details to determine these c)The testing laboratory shall submit a summary of the test procedure to the Owner - N w installation conditions. for approval prior to any work being performed. All work to be in accordance with the w 0 U 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 CL Z 0in a workmanlike manner. with the necessarily limited to; connections required to disinfect the water supply system totally or in part as required. O following minimum thicknesses: domestic cold piping-1/2"thick,hot water 1) Square or round tops Provide isolating valves and draw-off valves for proper containment,phasing and 8. Protection: this Subcontractor shall be responsible for his work and equipment supply-1"thick. 2) Adjustable grates flushing. U � 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 „j Q 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 V) 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,Zum,Josam or approved equal. manufacturer. Products of other manufacturers are acceptable provided their systems 0 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 s 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 w work on which this work is in any way dependent. End joints shall be covered with 4"wide butt strips of material identical to manner.Where wall hung fixtures are secured to masonry walls or partitions,they system including,but not necessarily limited to,the following: U. Z vapor barrier jackets,and they shall be drawn tight and securely sealed. shall be fastened with 1/4"through bolts provided with nuts and washers at back.Bolt J 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 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 _ 0 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 atCIO ^' r 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 r , , 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. i= - 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 g - N. 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, 4%. 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 N 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: s Z conformance with ASTM standards and State and Local Codes. Can be the same appearance and quality as the facing on the adjacent covering. 1. Finish:All trim exposed to view shall be polished chrome plated. o 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 a J gauge minimum weight extension with escutcheon.Provide Chicago or McGuire to be utilized. a) 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. m (A 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. Q 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 o 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 N 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. o and installed per manufacturer's requirements. lower and upper zinc plated copper sheath,screw-in design. Element operation shall transition between materials. o be double element,non-simultaneous,with a minimum recovery rating of 21 gallons 5. Joints between wall mounted fixtures and wall shall be sealed with caulk to d)A seismic design liability insurance certificate must accompany all submittals. 4. Copper Tubing and Fittings(Type L) per hour at 90 degree F temperature rise.The controls shall include a thermostat with match fixture color. a)Tubing to be Type L hard temper with wrought copper fittings. All joints shall each element and a high temperature cutoff. The jacket shall provide full size control 3. Code and standards requirements shall include,but not be limited to: be soldered with a lead-free solder consisting of 95%tin and 5%antimony. compartments for performance of service and maintenance through front panel E. Water Closets 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. t 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 4 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 a flanged)150 pounds,conforming to ASA Designation B16.3. Shall be used prior to any = J W1FPE%1B".00 e'Q=ts 0fr'9 the Sdrocaw 5aHah sL sta m x 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. a P1osgn�(617)523ffi27b�Y=wkwbM1Z411Q7 rn+rrwiranmm 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. "SimiRM(5 1 scotch kote. 15 feet TDH. Pumps to have stainless steel shafts and cast iron impellers. a 0 2' 4' 8' n 0 a SEE DRAWING 2/P1 0 IN C1 PACKAGE FOR CONTINUATION OF GAS LINE TO METER LOCATION G rG(313 CFH) ZZ W 0Qo o OO.. .t W 21 01 p >� Uo H y~ > O C ui U y acC� c o0 0� O _ 5 4)U x c Y4"CW \, 1-1 U 1 z o of U Q G GAS DOWN TO BELOW GRADE 4"AREAWAY DRAIN PIPE TO FOUNDATION AD � DRAINAGE SYSTEMco _y �e 1111111110 S Y2"HW 7 rG(313 CFH) s �a rW Y2"CW TV 1Y2"G(253 CFH) HW —YZ HW O Cw rW Z CV REFER TO BASEMENT ,,N, P 6 YTV W V H FLOOR PLAN O ON THIS -CW Cw rW�T Vw Z N DRAWING FOR "" S ry Yz"cw m CL _ ADDITIONAL SCOPE OF Cw ,,N,_o CW P-,A � c2W TW CD o WORK S I Y2"CW Y2 CW z �� a) ------ G I a° 0 U y -�—Y2"CW 0 `L p S — 2"W&v CW CW P-2 7IMT CL� iii PIPE Y2"HW&CW TO PEX MANIFOLD 1 Y2"CW U w U* 4" J W Q ~ rFM� rV l) L_ N 0 3`S Y2"HW FM 4"RADON BELOW SLAB BY GC TV (2)Y2"CW r s Yz CW Y2"HW SIMPLEX SEWAGE EJECTOR 4"RADON (2)Y2"CW SE-1 4" SEE DETAIL L FDA O 3"W r COORDINATE PEX PIPING y � TO NOT RUN OVER 120 GALLON ELECTRIC r 3 ELECTRICAL PANEL ON HOT WATER HEATER ^` THIS WALL HWH-1 a) U. L 4-y"CW � -- Uj c� 1"CW— CW 3/47 G(60 CFH) o J O REFER TO CIVIL 1• 4 O • DRAWINGS FOR FP SERVICE I CONTINUATION I---F �—Y2"HW N Cc 7'W8V � � r— DOMESTIC WATER SERVICE Y2 CWLO a W DOMESTIC WATER SERVICE HW PEX MANIFOLD N UP TO ABOVE GRADE BY SITE 1"HW VALVED DROPo CONTRACTOR 1"CW VALVED DROP ^^``� FP SERVICE CW PEX MAINFOLD W N (SHOWN FOR COORDINATION ONLY) S c Y2"HW 0 Y2"CW rLW PIPE Y"HWBCW TO INDIVIDUAL FIXTURES O 4" o 0 Y --"CW -----3•S N TW t 2v o Y"HW Y"CW o s Y4 CW 0 b o H � J O 4" w • w a w R.W.Sullivan Engineering u�iw EngroaY+g.Caae. nbS"CW&,0ftsLS"2m BASEMENT FLOOR PLAN W/ WALKOUT Ptgr�(61�513A7I7 2 FINISHED BASEMENT FLOOR PLAN , ,m,��' '�� wronrwiranmm SCALE:1/4 1'-0' SCALE:1/4 I'-0 0 2' 4' 8' 0 a 1/4'=1'-0' 0 d a z z E LU(3 C c 0,0 NOTE: 4)C4 >0 ON UNITS W/WALKOUT BASEMENT, <- 0 LU U Of WALL HYDRANT SHALL BE LOCATED ON 0 LU c o-ti 0 LEVEL BELOW,3'-5-ABOVE GRADE 0 CL c 4) WH z U Y4"CW 441 NF. co I IN f V,�G(37 CFH) f"L z()7 tw �'"G 4 O_.J—Y2*HWC)P-213 r TW&V CN Y2"CW TYPICAL FOR 2 LU v) V) Z P-213 CVY2"HW TO DISHWASHER Y-,HW 015 < 2 PIPE Z`W FROM DISHWASHER 2"W&V —2"V TO SINK TAILPIECE 3"S C) Y2-CW (2)Y2"CW 2"V *HW P-BA 0 2 Y P-2 P-1A P-6 (3)Y"CW +D-B 0 0 II Z.) P-3 2"W&T -.—zw T i'1I i!','ii iIi ill i,i,;'.:''.!!I!III''!+i'!IiI'`iIi'!.',•I'ii;i;!IIl!!�•I'!:I!!I°ii:j iii;iliI;iiII jII'!i!f;:,i;i!ii(i�1lfj 1�1j lt_ii�;!.jl'-i`'II'' 1'i'.';!l:i;,+. Ii' _.._^i,r IiI! LL- P-T 3S z 0 3"S 990 00 00--*--00—(2)2V %"G(216 CFH) 2" (59V 0 CL 3V Lij j'I —4"RADON r I ! U —TW(2)2-V 0 0 (3))S"CW CL < ...: .. .... 3"S LLl U < 3"S ii zVAV Jn wF- J:: 1Y2"G(253 CFH) 4"RADON Y2"CW 4"RADON Y2-HW Y2*HW-CW P-2 P-1A p-6 7V Y 2"CW Y4"G(136 CFH) 2"W 1-G(80 CFH) Y2*HW 3"S 3/4'G(60 CFH) 0 Y4"G(60 CFH) -j a) P-4 *—y2"CW zV z r DOMESTIC WATER METER t MINIMUM 12"AFFil: CN 0 1 W/SHUTOFF VALVE 0 START OF PLUMBING WORK P-7 :—Y2'HW 0 2 tI��i ��II.,I i' i�l'!I•'i!�i�1�':+'j`jl I;ii',;�i:;!i E ! ; :j DOMESTIC WATER SERVICE W&V 04 4 DOWN TO BELOW GRADE BY X2"CW ;jJ 2- SITE CONTRACTOR Lo >1 IN —Y2"G(20 CFH) 011 j! P-5 w 2"LW&T 2LW&V X2"CW X 2-HW V) 0 j: i. 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Eli 2014 Hationag [Egectr0cag Code -7— PFIF 2016 Uniform Code Supplement - � i ( -:- --- - - ; i� , � � �, i + _ � � , � �� y 2016 Eneirgy Conservation Code SuppOement �� , _ ; � � I , __ . , I _ � i � i -- - -.,�_ _ ---- _------__�_____ �i I��I Lam_i I � --- ---- _ � I � � , ___.-__ - .._ .---------_--__�---� j f 2009 OCC 117.1 L%ccessObDe UsabUe BuRding and FacHOUes Project Criteria: 2 ROSE LANE A Room LAME 6 ROSE LAMM Use Group: R-2 Construc0on Type: 5B 2%rea: 10,274 sq.ft. Vogume: 90,141 cuefto 7 Thurston Avenue Structural ConsuOtant Newport, R1 02840 Camera/01neill Engineers CordtsenDesign.com 117 flack Point Lane Portsmouth, Rl 02871 401.619.4689 DE MEP&P Consultant R.W. Sullivan Engineering DEC 2 n � ��n529 Main Street#203VIU C 0 R D T S E N Ll Boston, MA 02129 G D E S I G N B VILut E OF RYE BROOK ARCHITECTURE DING-DEPAfj7-MSN7- i N 1 FL1 313.00 12.42 311�25 G 311.83 FL1 307.50-��6.92 � G 30.75 G 306.33 1 FL1 92 297.00 1 FLl 294.50 G 29 G 29.75 G1300.33 1 C2 A l 25 i FLl 292.50 G 3•33 ' C 1 ` 23 ' J 1 291.00 G r �� C 2 A 21 0.42 C2 A C 1 15 17 19 , CLUST R i BR BL 11 13 R ZZW mod BL 9 CLUS YSUCKLE LANE 'n�� �A ca BR 5 ' 7 ' R HONE �{{ �]� CLUS o` 0 1 3 F� CLU T Z 1 n O �_ ;o c `1 l CLUS ER AP' &A ,9 Y L 1 3.00 � '" U U s CtUSjER 6N E Y S U K L E L A N E 1 17 Z R 242 z u CtUST C FL 1 305.50 N O 1 15 304.92 s,G BL N m i ►c 15 ZL F 1 12-00 �o FL 4.50 rn G m G 3 .42 27 G 293.33 BR > 13 Y R ' G �o 20 c c BL FLl305. G 3oa.9 13 FL,293.50 g R F C 2 .92 m 11 Z L * m W/o Z ,31;.00 G 292.92 20 31 1 9 Z R 42 n RJ 306.50 D C 1 r r- 25 294.33 O c 11 A G 305.92 r c i 1 , N 4 D FL1 294.00 y 70 1 m (1 B L 18 7 Y L 41 0.00 W/O t 8 o H l(� FLl 295.5o FL 1 306. A '�° r C 1 G 305.92 m Z R .42 G 293.42 rGv+ 23 A 294.33 G 305.92 `" 7K 5 _ 4 y z 9 Cl 2 �o C 2 rn i ' 16 � rn Z 1 G 16 Fl 1 309.00 r C 1 G 294.92 3 308.42 N FL1 295.50 BR z ' 42 r _ _--_:-- �� - __ Z W/o 21 7 C2 1 YR g G 294.92 r^ - - N 14 Lu FL1 296.50 FL1 305.00 1 H c 19 B L 295.92 G 3oa.92 C 1 c 5 A G 3D4.42 -_-- - R 1 2 `� r `a W/O/o B L 14 A � 1 � � / `•, �O G 295.42 ro Z Ff.1 305. A 12 'o 303.83 C 1 J C)C1 G 304.33 O' �' 12 N 3 12 FL1297.50 BR 17 C2 C2 0 � rn 97.42 NOTE- w .� W/o G 30 10 1 !(� FOR DIAGRAMMATIC PURPOSES CV G 296.92 ey\ ONLY. REFER TO CIVIL to FLl 298.00 O DRAWINGS FOR ALL RELATED I s✓ G 15 A G 297.42 \ FF 302.50 SITE WORK. � C3 a) u a \� LEGEND c 297.42 A- 'A'UNIT 1-- Q 298.00 10 G, P 8 -o �1W/o BL BL 'P BR-'B RIGHT'UNIT U +- G 297.42 it C 1 1 �� O BL-'B LEFT'UNIT ui +- V C� 13 FL1 303.8b F \ CI-'C'UNIT,MASTER UP O Q) G 302.92 / \ CZ-'C'UNIT,MASTER DOWN ZO = Z 0 `^ < YR-'Y RIGHT'UNIT //,� L' 6.42 y YL-'Y LEFT'UNIT Q V B p 8 L ! F 1 2.42 ZR-'Z RIGHT'UNIT Fe � 1� , /' ,r ZL-'Z LEFT'UNIT N Q Q � FL1 298.00 11 C2 FL1 303.00 W/O-WALKOUT p N W/O FLl 297.00 / �O G 297.42 296.42 G 301.42 C 2 G 302.42 6 A % // �- 27 9 �, G 242 C 1 Gs 295.83 FLl 302. .� A <G a � G 300.83 � c�` G 296.42 ^ 4 10 X C 1 G / l CIGf C 1 FG 301.92 /`1 30� C 1( r� FL1 297.00 7 f 293.42 A y L 23 � C 1 G 295.83 C2 2 � C 2 FL l 294.00 16 �� �410 \� � BL T Z < 5 F G 293.42 A ,P 21 (^�1 1` Z G 302. ! C`!G� G .92 W G 295.83\ // 3 A 292.83 FL 1 303.00 C2 14 '9�� FAO E O 0 >- cl��� W/o \ 19 C2 FL1301.50 _ 0- <Gs A C 1 s�J G 302.42 ( 12 ! G 300.92 O � G 4\/ C 1 � �� A ' o`� �,0 17 c 3oo.3s s w > Z 290.00 10 G 301.9 A a� �� C 1 �' VJ /l G 9.83 , �\ Q ' W/O \?: % FLl 302. C 1 8 ` 15 0 G 289.4 8 FLl 291.00 W/o C2 � v� ,' �\` \ L G 63. a / G 289.83 G 301.33 A 6 15 C2 G 89.83 G 30✓33 8.4\ U a� FL1288.50 �'��' � � 13 C2 W/O C2 A FL1291.50 G 287.92 G�JS y_-- 13 G 90.92 `s FLl 2 8940� 4 C i �l � BL �. �� ��; a,sr r 11 A x �/� ' T4' 11 J`G�2Q.83 FLl 293.00 �� 6 297.8�,\ 2 J� . B L G P 7 // q G 291 G 9242 FLl 294.50 C 1 G,JS i C 2 CC C2 / 93.82 a� \ q AL � \ C SA 4 PR / C1 ,y , G 7.83\ 5 1 7 RO � BR � � C2 � 3 1290.00 / � F C C/U 3 \l \ \ �' �, FL1299.0(� GG \ C 1 W/O �/�� e q/V s/F,�G C`�� 297.83\ u �� G 289.42 12 U TFR J�� F � 1 /, �. O \1 g G 88.83 �FUST�`� __3 s, \ `� 1 FR C 1 10 EE r =L :m 298.4� BR A clus 6 CLUS ER C2 F 3 6 \� 288.50 G 290 F CLUS R DD Z \ '\• a W/O FCl 291.50 / C 1 a 7, 3 n\ � \ 1 299':5U G 287.92 W/o 4 r 2 G 8.42 a G 298.9\ ,� G 290.92 G 29.92 B R 2 4 R BR �, BL B R tFL1299.00 A a� , FLl 293. t 298.42 �0\\ W/O , 0 G 292.92 FL 1 4.5 1 C2 2 , a x W/O FL1W/O G 298.4 G 293.92 G 294.92 > UNIT G2 MD LEFT UNIT A UNIT GI MU RIGHT W-1■ CAMERA-074ELL _ 36'-l" CONSULTING ENGINEERS ---- SVucWW Bmjmcenng-Design PROVIDE S5 BARS AT 24'OL. VERTICALLY 4 zBA 1'-4' 1'-4' 1'-4' I CENTERED ON WALL HORIZONTALLY Camera/O'Neill 12'-5" 12'-5' 05 DOWELS INTO FIG.TO IRDTHI Wl CK G BARS 0 I �tV Ems o 4n NF. MATCH VERT.REINF 12"O.G.E1•L,BOT. 50.I �Of NEWY 3'-2' 3'-2' I COORDINATE �• C2 V. 9'�' WATERPROOFING � GONG.FT6.REINF W/04 GONG.FT&.REINF W/04 AND DRAINAGE W/ -- w 2 E �- - -BARS o 12"O.G.EA,80T. - -BARS o D"O.G.EX,BOT. ARGHL DW65. z� o$ 2'THICK GONG.FT6. 0 1 ::• ;• 1 o i k_ `0 - ________o 0 REINr-.W/45 BAR5 O I �:, 09016T "0' <- m12 O.G.EA,BOT. L---J -- [-___J I PROVIDE I INSTALL 1'-4 `, c lu V � m J IO'VIA REINFORCED 5• I I . I 51MP50N ABU44 OR A811b6 21_I' '`-�`C55�V °C G� o t p 6 fBA TLMN.3'-b"TYP. ga 5A I -T.O.WALL I STANDOFF BASE e<FASTEN 1 4 I'-4 - 50.1 [COORO.Hu ro GONG ry�(,"DIA u r �� 0 ++ [BOP.-10'-ID'] BELOW�'°`D� i ARGHL[ I O EPDXIED THREADED 12'-5' 50•1 V -- -- ------------- --------------------------- ---- '-I' I o ANGHOR ROD(b°EMB®J °C U GOORD.WJ ARCH'L GONG.FT6.REINF.W/#4 s - I GONG FTC.REINF.WU#4 _----- ---- -------- ---- ------------ ---� I L _Q J I BARS 012'OL.E1•LBOT. I BARS o12'OL.E1.1,80T I T.O.WALL i 1[- TA. Al O BEAM PROVIDE I INSTALL BEAM J I - :a.._. I I I O I I b 12"THICK CONG.FTG. I I POCKET AND PT.BEARING tD . PLATE TO ACCOMMODATE o ri r---- --- ---- 5 - - - b 12"O.G.E11 BOP. J 1 �•: i L-- JL--- L----] REINF.W/k5BAR5o BEAM.PROTECT b I p 1 3'-2 3'-2' 10'DIA REINFORCED I-T.O.WALL 0 WINDOW I @S PyTUBE PIER,TYP 3'-2* ��p.l b- Q, UNTREATED LIJM&3Z WITH -' I ' TO.WALL i I v [ D.WALL 0 WINDOW BUILDING FELT,TYP. 1 O [GOORD.W/ARGH'L] 'O T.O.T WALL 1 , 1 I 5• y �GR D�IN.3'-6"BELOW _ -- - --------- - -- ----------- ------------------------ --------- (GOORD W/ 1 [GOORD.W/ARCHt] a• I I,� [-0'-�"4'] `- [B.o.F.-10'-10'7 ARCH'L) 1 Y r- -, [- .1 -Y I I Q I COORDINATE I I 3S co i•.j ' 1 WATERPROOFING I I I T.O.WALL 1 I PROVIDE�4x46'T RE-ENTRANT L ------- ----- •r -------- ---____-- ----- -------- ------ j • AND DRAINAGE W/ I� I L_ [-0'-y'4') I IA60NAL REBAR [B.OF-IO'-10'7 J 1 I _ - 1 ARGH'L DWG%. L= - I "1• I ASLAB CORNERS. T O.WALL I -t 1 T.O.WALL TD.WALL [-o'_s►; I t I I �arIrM �o o BEAM PROM #5 BARS AT 24,O.G 1 i ---- --- ---Ib'-10►:' 3'-E:Is' 14'-I IG' I 1 T.D.SLAB � b p 1 1 FOUNDATION � � �� I ' T.O.WALL O WINDGM^l VERTICALLYWALL.PROVIDE I - - i ELEV.iP{�• I y I o 0 [-2'33s'7 [GOORD.W/ARGH'L] I T.O.WALL #5 INTO FT6.TO MATCH I I 1 I =I I IO'WALL 1 I [ W/ I ;T VERT.REINF I I PROVIDE I INSTALL K" I •' I I sLAB DETAIL o1 I PROVIDE I INSTAL OF -- COORDINATE I I in GAP AND BASE PLATES 'SPRIN6FIELD"GAP AND ALL COLMN5,TYP. I - 1 50.1 O I'-10'FIG. BASE PLATES AT ALL WATERPROOFING I 1 Z 35. 1 I I AND DRAINAGE W/ _0 LALLY GOLIIMNr,TYP. [-- ql 1 I �1 ARCHL DWG5 I I 4'NORMAL Hr.CONG.A ml I �_ I r I w 50.1 • i I I , SEE OETTAJL '� - ;� PROVIDE+15 BARS AT 24'O . - I PROVIDE t TALL)4'� �-_ J I I I I, I PROVIDE I INSTALL�i GAP AND 50.1 I^ - 'SPRIN6FI 'GAP AND I I • T.D.WALL BASE PLATES AT ALL H55 � I 113 VERTICALLY I HORIZONTALL BASE AT ALL A'-IOW' I ID'-?X l'-T�i [-0'-SI's') GOLUMNS,TYP.BASE PLATES r I O GBH ON WAIL PROM NO I 1 LALLY .TYP. I I - - -- I SHALL BE 5UBMITTED W/STEEL 1 I T 815 DOWELS INTO FT6.TO MA GH r - I PROVIDE I INSTALL SHOP DRAWINGS TO.WALL. . ILL VERT.REINF. � C)1 � 10 WALL I ''� I PROVIDE I INSTALL 14" I r----� 1 1 I I v 15PRIWIELD'GAP AND I BEAM POCKET AND P.T. 0 BEAM r I Q 12"THICK GONG.FT6. 1 I 10 loll 1 4' I'-10'FT6. .}• I �� BASE PLATES AT ALL I :1. I BEARING PLATE TO I 1 POCKET a) REINF W/p4 BARS A Z • ACCOMMODATE BEAM. T.O.SLAB I I'-10•FT6. L - �I ' a t r-a LALLY COLUMNS,TYP. I EAM1 PROTEGr UNTREATm ELEV.�'-6° f i [-r-t�►,) I I Iz"oC E W,BOT Q 4- • I '. 1 POCKET I I I t L_V'5Et WITH BUILDING �`' I I [BD.F.MIN 3'-6" C I ' I T.O.SLAB I l_ -J IF2- I' r 0 BEAM I ; FELT 5 --- I BELOW GRADE) Z N I ELEV.-4'-b' 3 PROVIDE I INSTALL BEAM 1 [-2'-37',1 I SLAB DETAIL _ POCKET AND P.T.BEARING PLATE I 0 501 I r- C l P[oG i le'-o;,. ry I � AS REQUIR®TO ACCOMMODATE {•. I^ � i �•} I S0.1 '� 6'WALL r= 1 • BEAM.PROTECT UNTREATED I :' 1 I I STAB DETAIL PROVIDE 14x4b' LUMBER WITH BUILDING FELT I :' I O I 1 TYP T.O.WALL I I 4"NORMAL WT.CONG I - 1 I Q 0 50.1 I 3 5LA5-ON-GRADE 1 I OIA60NAL REBAR I f-0'-�i') I I TYP I ' AT RE-ENTRANT I�, E2� 50.1 SEE DETAIL O Z Z (� I i SLAB CORNERS. I L--J I I 3 ' f- PROVIDE CONT.N4 V) • 4'NORMAL KT.GONG. T O WALL T D WALL I 15'-0K" I TO.WALL 0 BEAM 50.1 I I I � CENTERED AT TOP OF LL O 0 Q 0 .r I POCKET[-I 4a►1 I AND CONTINUOUS 2x3 r SEE DETAIL POCKET p O [-0'-��') l i TD.WALL I - + -- , 1 I SHEAR KEY AT WALL B CL CL ui • 1 r -- [-I-E�►,1 ----- ---- -- --J 20'-2' [-0'-SV1'] -10" I I T O.WALL T O.WALL O BEAM I T.O.WALL I i N Q Q %,. ' I 1 Lu POCKET I 0 BEAM I c p vUi POCKET PROVIDE I INSTALL BEAM 1 [-0'-5►,'1 1 _-- ------- ---- ---- --- -_[BD.F.-10'-10') ------------ T.O. I ( [-I'-411 T.O WALL [ POCKET AND P.T.BEARING PLATE I I (- 1 #• A M _ b A BEAM L-- J [-I'-6►4'] AS REMIRED TO ACCOMMODATE I I I I PROVIDE I INSTALL 6 I .• 1 .+ - •• � 1 y _ 50.1 BEAM.PROTECT UNTREATED [ O I BEAM POCKET AND P.T. 50.1 ----- - ---- --------- [_I ■] PROVIDE a4x48" i I PROVIDE(4)K4 VERT. - I r I I [B.0 F.-10'-l0] DIAGONAL REBAR BARS AT PIER L UMBER WITH BUILDING FELT c•1 - BEARING PLATE TO 51M - ----, I ACCOMMODATE BEAM. I PROVIDE I INSTALL I I L-- -- -- ------------------ AT RF-ENTRANT I I_ SIM BEAM POCKET AND P.T. I I I . SLAB CORNERS LU�I•tBER WIVfTRA� IN THE EVENT of 513'ARATE I 5 BEARING PLATE TO I ` ` O BUILDING I I�Q J -- -----------'- ------!•---- I - u FELT POURS,PROVIDE t INSTALL E ACCOMMODATE BEAM. U. 1 I I x 30"LONG Doss O 12'OG I I 50.1 ° PRDTEGT IUNTRFATEL7 j 10'WALL 1 •I. m I I `•1 1 veRT.DRIt1®I EPiDw07 INTO I i� - LUMBER WITH BUILDING I I I 1 WALL -I 5 O FELT I PROVIDE I INSTALL 0 BE I' I I I 50.1 I 1i 50.1 FDN.W/b'EMBED I i m I &PLATE TO SLAB DETAIL I I I'-10'FT6 I BEARI BEAM POCKET AND P T. i 1POG�T -�- 1 SIM IO'WALL I - I ACCOMMODATE BEAM. I f ] I I I I o o 12"THICK GONG.FT6. I I I I I SLAB DETAIL I 50.1 I I Sim T O.WALL I I PROTECT UNTREATED 1 I I f I I-�� I I 1 r- a REINF.W/¢4 BARS 0 I I'-10'FT6. I I - I LIx+BER WITH BUILDING I � 12'OZ.El^l,80T. I i I i 50'1 -� 4"NORMAL WT.GONG.A I 6 POCKETM { I I SLAB DETAIL FELT,TYP. I 8'WALL 0 [B OF.MIN 3'-6' I'4� I I SLAB-0N GRADE I ; I .; I o a so [-l'-6►V,'] I r -_ I i L I'$" O �\ ■ I SEE DETAIL PROVIDE I INSTALL. I -I BELOW GRADE) 10 WALL I f. 1 4"NORMAL WT.GONG. I j' I I oQ I 1 I L _Z- x r1 `� I BEAM POCKET AND P.T. O I 5 "" 1 - I I'-10 FT6. I BEARIN6 PLATE r0 I T HALL _ I SEE DETAIL 1 I 1 - --- J ■ g ROT ATR BEAM.TEn I •• I o 0 LL j I 4'NORMAL WT.Gow-A u ( y O n, b WALL I I I 3 o I o �� I u-S SIM y IIS SLAB-ON-6RADE '� I n LUMBER WITH BUILDING I O [-I' i] m I 1 SEE DETAIL p j i I 10'WALL I I PROVIDE(4)R4 VERT. Z TO.WALL 11 T O.SLAB mg 502 I I v To.SLAB FELT 1 I' I 4 1 I [GOORD.Hu I %, ELEV.-I'-0'0 g 6 I I ►- ELEV.-I-0'0 -10"FT6. 1 j w i n/` ARGH'L ( GARAGE DOORS u� E GARAGE DOORS TD.WALL. I p n I g I BARS AT PIEL W I I I TO.SLAB `Ts w - i 1 I i [-0'-sv<•] I m T I 1 ELEV.-I•-0-0 0 I E IN THE EVL3dT OF SEPARATE D WALL GARAGE DOORS ~old ,. Y PROVIDE NT.#4 BAR I !_•t T.O.WAIL I tap I POURS,PROVIDE I INSTALL#5 I [-0'-S►,7 I a I O ENTERED AT T OF WALL_ I [-0'-V'4') : I I .:. TD WALL I I I �. 1 GONnN0005 2x3 I I -s►Si') 1 1 I x 30 LONG DOWELS 0 12'OG. I - :. 1 VEtT.DRILLED I EPDXIED INTO L--- -- - I SHEAR KEY AT WALL BASE 1 -.. I I IN THE EVENT of SEPARATE I FDN W/b'EMBED. 1 I IN TH^c EVENT OF SEPARATE I I I '. 1 O •- I POURS,PROVIDE I INSTALL 15 I tl) i y.._. I I I i x 30'LONG DOWELS 0 IY O.G. I I TD.WALL J LL - ----- POURS,PROVIDE I INSTALL r'S I I 10,WALL 5 1 V13RT.DRILLED I EPDXIED INTO $ 0 DOOR x 30 LONG DOWELS 0 12 OL. tD 1 ! 1 FDK W/6'EMBED. TD.WALL I � � � I � 1 6 WALL I I 3 tp [-I 8] VERT.DRILLED c EPDXIiSD INTO I 1 50.1 i 1 J LL O .D SIM 502 O FON.W/6'EMBc"D I ,' i I'-10'FT6. I I i 1 I TD.WALL A N O I L ------ - -- -- --- ----J t�D �I r Q TO-WALL ' TD.WALL I I 1 Y 4„ - I b - o I I [-0'-�►',7 [-I'-8•] b I -------- ,'; -1 tr_ of I r o.WALL,� o vooR [-0'-�4•] I 1 [--- - --- I J -- --- --- -- - , a0 ail I [o'-s►<•] [-I'-8') 5 OF m 1 f I 4 [ •i L__ •k I m° ----- -� I TD.WALL yi i- ------- - ------ - 50.1 m I - -. - - - - I E. I I 5h. [-0'-5►'4 7 1 -b'7 II7E(4)04VERT. I L---- --J I '-105" `c L TA.WALL ion I ---- ------ BARS AT PIER I r I 7 '^ �'-l05 L J �� - SO.I 10 I I T.O WALL 1 i - -b''FFS--- ---•- sl'-IOS' Nb'3'COORD.W/ARCH L 50.1 51 M 8 -------- ---------- E [-I'-41 I 8"WALL il'-145' sib'-3' S0.1 50.1 I 'L--_--- ----- --J I 6 C.00RD.ry c I ARGH'L tib'-3' L ---------- il'-IOS' GOORD.W/ARGHL l'-10' 9'-2' I I C A FOUNDATION PLAN-CLUSTER O-E6RESS WIN00k,5 FOOTING 5GHEOULE SCALE:1/4"=1'-0" ck I OTIN FO Z1= REIN'rOLZ,GIN6 TINS C.G. NOTE: FOUNDATION PLAN NOTES F2 2'-O•x2'-0"xl2'THICK (5)x4 E.H.BOT. G.G. NOTE: e I rO FIRST FLOOR SUB FLOOR SHALL BE CALLED ELEVAnON O'-O° F25 2'-b'x2'-6"xl2"THICK (4)�4 E.W.BOT. REFER TO INDIVIDUAL BU I LD I NC 2. ALL DIMENSIONS,ELEVA noNS,slimly-�,,L3EAM POCKETS,cur_ouTs,uNDERSRanrD unLIrIG,, F3 3'-O"x3•-0"xl2"THICK (4)#4 E.W.BOT. REFER TO INDIVIDUAL BU I L D I NG7 DRAWINC5 FOR DETAILS AND 6Eo E MEGHAwCFOOTINGS,SLABS,�ARCHIT ALL�EC UTURAL AND ALL OTHER TRADES,oRANN65 PRIOR R ITEMS SHALL BE FULLY COORDINATED WITH L' F4 4'-0'x4'-0"xl2'THICK (5)05 E.N.BOT. S TOCON5TRUCTloN. DRAWINC5 FOR DETAILS AND x ADO'L INFORMATION 3 'LALLY COLUMN'-ALL LALLY COUR46 SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, i `a V THICK'SPRINGFIE]�"GAP AND BASE PLATES AT ALL LALLY GOl11MPlri. CUT-OUTS, UTILITIES,PIERS,FOOTINGS,SLABS, ADO'L INFORMATION 4. 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SEE)Lo=1-0'SCALE DWG's ON'C2 LEFT' SEEY'= '0'SCALE DWG's ON'A' SEE Yi=1'-0'SCALE DWG's ON'Cl RIGHT' SEE YV=1-0'SCALE DWG's ON'C2 LEFT' SEEY�=1-0'SCALE DWG's ON'A' SEEYV=P 0'SCALE DWG's ON'Cl RIGHT°- — i .� SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. E L: BASEMENT FLOOR PLAN ND FLOOR PLAN SCALE:1/e•=1'-0• SECO SCALE:1/8=I 0• R L Z lu d)0 2 1021-01, c 56-1" 561-71 51-6 a Lu 0 u xZ 3 ID z u FM LL -=__ 7 -IFT-11 IET�I Pup, IA-1 - __=- = ®� I 1 - T.O.SUBFLOOR mmi EEEAMILSUBFLOOR 2 2 T.O.JkT.O. N Fig]EHI H EEB ElB IF FF z Jk ( —- -- -- -- - — iri T.O.SUBFLOOR ------- JkT.O.SUBFLOOR. I all'L E__� -= 1_1 - --- -11 - 0 I ilp > riL------------------------ -------------------------Ji t-------- -------------j IV Lu L ----- ---------- I L-------t-, r7---------iJI I Ir------------------------- ---------------------------�_r-------- ---------------------------- L J I i I 41 IL 0 Ir--------- 1�.T—TP—T—�Jj I TO.SLAB ------------------------------------------- Lt ---------------- s I------------ S rJ L SLAB I.J-----------J L--------------------------------------------------------------- L----------J_ I-------i L------------li L--------------------j L--------------L----------------------------------------------------------------- c/)ti C) LEFT') z CV TYPE'C2 UNIT TYPE (UNIT TYPE"Cl RIGHT-)�E6) (UNIT TYPE'CTLEFT:)E4) 0 NOTE NOTE- NOTE SEE Yi.*=I`0'SCALE DWG's ON*C2 LEFT' SEE Y4-=1'-0-SCALE DWG's ON"A' SEE Yj.*=1'-0'SCALE DWG's ON'C I RIGHT' NOTE < 04 SEE Yi.--1-0-SCALE DWG's ON'CZ LFFT' 1 ] SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. > U-i U-1 @FRONT ELEVATION LEFT ELEVATION -I.- SCALE:1/8"=1'-0' a SCALE:1/8'=1'-0" Z 0 z LLJ < x LL LLJ LLJ < uj < 10:21-011 251-i011 61-6 11 9i IF ® ___ � O Iffi r-T 0:11F 9, FR jk.T.O.SUBFLOOR T.O.SUBFLOOR e UJ > 2 2 P1 ry ®® 6 I - - 5 J db.T.O.SUBFLOOR ML T.O.SUBFLOOR LE 4 u u u II lu u r)L----------i L, irrL L-,,rr, L+�L+j L---.J L Ir- r I I I IL I-I;L 1 3 L___J L J L------------J f- �-T-ni-T-q Is P—Ir—ni—T— S T.O.SLAB —-—-—-—-—-— T.O.SLAB ri---------------------------- t- - ----------------------------------------------- -—-—-—---—-—-—-—-—-—-— L rj L--------- I___I_ L ----rj L----------L---------------------------------------------- ---------------------I---1-t-------------------------------------------------- --------------------------------------------------------------L-------------i ------------ (UNIT TYPE-CZ LEFT' �034 UNIT E5 (UNIT TYPE'Cl RIGHT'S� 036 UNIT TYPE-CI RIGHT) 036 zc NOTE- NOTE NOTE NOTE zr SEE),"=I'-0-SCALE DWG's ON'C2 LEFT' SEE YL*=I`0'SCALE DWG's ON'A' SEE Y4,*=1'-0*SCALE DWG's ON'CI RIGHT' SEE Y-,-=I'-0-SCALE DWG's ON*CI RIGHT* SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. E (-,--,, REAR ELEVATION (-4) RIGHT ELEVATION SCALE'1/8'-r-O' SCALE:1/8'=I'-01 16 3636 SYMBOLS HIpO REALTY CORPORATION - s52 10.00•w �F OD TIRL1wGE4WiF-OLE 2600' S67'34'00 W B01 60' _ L J=COUNTTER COutrtY �� I O ti4?GPT � to EIECTRFCAWJFOLE 33 CD Z t y� _ ! ^ �,o 2 C^ GAS I:ALLz FpRmoa:4 55219p0 y - - - - - - - _ - - - - - - - - ., - "�_ iTE _ _ - - - - - - - - - RYE p, S j (,, TEL!PHO E WFMC,t - _ _ - _ _ _ - - _ _ - ., _ _ _ - _ n O ! `.J 38 - - - - - - - - - - - - - - - - - ' N m Cn O 0 i O� // Sn$rR MA-WrLE 25"► .. - : M to A'ATFR SN:?CFF YAi ti7- Sy3 24°° _ f �' m STATE VE TV r,�d OOy Z Op- -� HARRISON OF NEY.PORK �Cl 24A 42 - CO GE AT 'R_ �IIA'.• a G� /°p•E N53 ZApO•E -^ l --�_ E BROOK Pv''yF�L 5 v on O t4ONN CO i J t j SITE MAP l COMMON AR=A 55050 SUBDIVISION MAP OF "KINGFIELD" I r 0 SITUATE IN THE In ;•:•• I F CG.VJMOY AREA - `; „ ,2F � VILLAGE OF RYE BROOK 1 Wes TOWN OF RYE rJ l --� G( — -- o AND THE > 2) -CEMENTS TOWN OF HARRISON ROYAL EXECUTIVE PARK II z WESTCHESTER COUNTY S31.36'45"E NEW YORK 50.16' ut� ,n ► ► , I �I 17 to io I FrE ,1 e3 52 49 1-8 ° / SCALE:1"=60' I I C 1 MAP PREPARED:APRIL 28,2016 I Tr C a UILITY ,I ro• a ao Lo• uC 21_ N I '1 O 1 , EASEIC-N* 1 2° r1 _ ------------------- _-----_ 151 '� l TNT,�, � r 7 1 `\I �Q:VtJOHLd1E BtT1YEEN ROYAL E7iEC.1f 1YE PARK 1 z•' ? I ( e5' yD, 1 e1 { I �� _ - -AND ROratAEclllvE PARK I_ L N 6r31.11•E_�m es.�._ � IN FEET 54 1 n n n_•rF 2s417 ------- . - - --Z w `, `� ; -""-" -- --_ --- _ COUNTY SHEET:87 and 88 BLOCK:7457 ••P + _ 16 �- ' 1 WSJ_a� S 73'21'35'W 1.t 50' 490 OD' SEWER .77]1 EASEMENT A-11 ASEMENT A e6 + J ~� ,' Lys �o,C'� , h�i LTtseAenT_v a L-4113 ACCE SORNE aria as___ ___ PROPERTY INFORMATION COMMON AREA L.�► a ArCESII-111 EA�trAENT A - -- - R-2F)W O0 _ _`•-.V- -__M_ 45 (R , sol zz.r.- �'-- / _______________ _ �" N PREMISES ARE KNOWN AS-1100 KING STREET \ , sErvEa ��� -a`- i -- - -- -saenr23w aaeol---------------------- EASEMENT s+ \ COMMON AREA �) ® 1 \ p 1 M y iL� d: __ -_- -------------- - - n /A 1 `�.• ' + C ` �� �� �`� I�� �� PROPERTY AREA:31.5368 ACRES/1,373,748 Sq Ft 1 t THE PREM SES SHOWN HEREON ARE DE':GNATED ON THE LL s `� O `\ � ,�Oro y ----- y S� TAX MAPS FOR THE 0 7 FEMA Flood Zone Q4`a� -A':CESS OpNE EAf.ENENT TOWN OF RYE VILLAGE OF RYE BROOK ZO=E -X BB ..r. 9 t0 s to zT za w sa MAP 129 25•BLOCK 1'LOT 1 ,1 77 101 n 7a•arnO'E otx _____[ , C.DNDUR FA.tNcTfT TOWN OF HARRISION \ �� 76 �.J \ / �, ) t•�Nt67i7?E 557r(CEE9.s��1 ` , �, �J �y :a szsvootrE Lamy wEDzaco BLOCK 661 LOT 4 �_/'�� J ,p ` $ uL Tt ails t�J4e `•y�••• • `.I FEMA Flood Zone �1 �� er� ,, /�E+ Parcel Area Table Parcel Area Table Parcel Area Table ••�'�: \\ ZONE wAE• �� `�, 7s /^"; ,p /� r»t \� �a u,ORI9^361 r ParwI Sg Ft Acm Patd0 Sg FL Ace, Pandit Sg FT Aan 1 y ;1•', L=J \ �t`59-1 \` �/ 24 60� - w Te r erE +T 1 1233 0 097 21 1888 0 038 41 3020 am II w ;•,. I l 7a //ate`/ .�O oa wr.•va•L1 .ts z n ;•�',' / (1PAT +, < 60 25+ 2 1320 On" 22 1685 0039 42 2184 0 OS4 M / SENERtT(S 91 \ ! 3 4320 0099 23 1937 Do" 43 4063 0093 EME � ••. I �51 �� +� 73 26 �? v ` ` 4 132D 0099 2a I7Bs O.t10 40 3378 0076 61, 4, •••�(•' -_ i r� \ (� P�\ /1 \ / / 43 `` O>, 5 3690 Does 25 2S95 0.0E0 45 2364 0054 1101 "r J \ �\ O v /� 42 6 2595 Dow 29 4013 0 092 46 3382 0 077 KV•252,¢ r T y-•'- / O \ n 7 3790 0 097 27 5002 0 117 47 S4N o an Q• 41 e 3E90 Does 28 46M alas 48 2364 0 054 1 ° +// � \ ��g 4 9 2S95 awe 29 25% 0 060 49 3382 0 077 .'.i:• .7.••'• lit A \� /�/io - 10 3780 0 387 30 4214 0 097 5o 3896 0 099 • S` ` / \ 11 3690 Doss 31 4187 0 096 st 3896 0 U89 ••�• ' J �' ; X ,O r 39 30 •'.j�•'.•' CG / COMMON AREA \�\ �+\o� 94 12 2595 0 060 32 2595 O oco 52 3362 0 OTT • ::;�.:.�- R9 ® a ROYAL EXECUTIVE PARK 95 13 3n9 0087 33 3832 D oas s.T 2364 D 054 a' y�j 14 2060 0 047 34 3832 0088 U 34" 0 079 �, •'t C\ ® / .�`r�` ( 00, TeS 15 1520 0 03S 35 259S 0860 55 33U 0°77 2' 4 B7 TiQ •'ih;•' ems\ �'�\ � / 4,� \� �. � � � `�'j,�•i J •�•� r\ BT\�>> /+y \ O 18 1520 0035 39 3832 0 OeD 56 2385 0054 TAI •{••:'• . . IA II/ \` 66 Tar , C� L' 17 2067 0 047 37 4498 0103 57 3513 o aet /?#�* 101'� '65 \ �Tr t6 1520 0035 38 3921 0090 58 5034 0 tts LL •,••; [.=J 4 F^`/ 'r,M1 �/ \Vl� `� 63 r~ `� �C o 19 1520 0035 39 2504 0057 59 1445 0102 s= 01 �) \ \ zD 2087 0047 Io 4343 0100 6o z4t4 DOSS M ••�• `4 99 'JAIL y 35 I c •.j•• FEMA Flood Zone `�` `' \� • { N •9=•'. ZONE'AE• 4 9e v J102f4 =` - \ ® Parcel Area Table Parcel Area Table Parcel Area Table Z 4,� �•� 103 ? ••.��.• •T'$i \A� 104 `� �'�O \ Parrsl A Sg Ft Acn1 Pamal a Sq FL Accra Pend a Sq Ft Aces •'�••: ,'+� /105 } Cn' `3� t 4939 0113 8t 2364 0054 101 3996 0092 #V — O'�TAO\•;%;: 39L' =, I�,/ 107 4, 1 tOs \ Al�`ir+ 68 Dow 82 3362 0 077 1°2 3932 0 090 o.o -1 ,�i ` �'' COMMON AREA �� . ••• \ ,� 4184 0 096 83 3898 0 067 103 2452 0 056 �• 11I TOTAL 5RE AREA=31.537 ACRES „/ y� . '. . w 2435 0057 ea 44ae 0103 1a 397a °c91 •'• •• $ D 65 3668 0 089 as 4500 0103 105 4522 0104 N52.24'00-.• .•;.. :••,:::;'.• 1 for,1, �. 1732016 s8 1561 0105 86 4500 0.10] 108 t72] D108 �) COMlAON AREAy.4tFR •3544' • ' • ••• Ama=22 671 ' 67 4CO3 0 092 B I 4796 0.110 107 5020 0129 i 6 j c�`�'pOA •��ab1 ►y.��•m• �• SI � F �+ VILLAGE I L fib 2St4 005a EB 4793 0.110 Ica 4420 0101 ♦Ar 1:; LA G E G� --4-�.. E9 4542 0104 a9 4793 0110 109 2451 Doss •4's,� S75.13'OD•Vy ~ l / �/ 70 5073 Oils 90 s156 o 118 Ila VQa 0083 Z S77'03'oo,,W 335 1p .p+ '3 V(L J • Asp 29.1 O'�N DING CEP ROOK eO0 71 2138 0 05s 91 1061 O C93 111 887,814 0083 �d :+• �� O NO OO R T 71 4489 0103 92 25SR 0 060 • ••'• o 'VtF ,v 'DOW 0 n 4417 0101 93 1053 0093 N45'52 22 0* OR Sasso. 4 74 2438 Dose 94 4127 0 095 75 3M9 00e9 es 2595 0060 75 WD3 0 087 96 3832 00813 FORMER`Y S7g98Q�'Vy s'�20� 77 2411 Dow 97 4149 0095 �\ 78 4090 0 094 9a 3910 0 090 I 2 7 79 3954 0 091 99 3362 0 077 A4A TIN ©S 7g 40 0 S g9• Bo 3444 °079 100 236! °as4 o' J•, 1 S68'50'00"W 354.67' S68'S0'00'W 92227' 1 1 10.11.16 1 CCWANTS JRL EXISTING PUBLIC WATER/PUBLIC SEWER MAIN EXTENSION No DATE oEscRl�r oN By WESTCHESTER COUNTY DEPARTMENT OF HEALTH I RFVISIONS NEW ROCHELLE,NEW YORK I SURVEYORS NOTES APPROVED PURSUANT TO CHAPTER 073 ARTICLE X.SECTION 873 951 AND 873 10Y1 AND ARTICLES`At AND XX1I OF THE WESTCHESTER COUNTY SANITARY •T•E TwYTA:37.ONN kEREON A(S O[AAC t"L 7AAI'AS •THL A'l1�CY DP71tN/QTie�F/►1A3 M�ARm f40V AN AC711AL ALL TAXES DUE TO DATE HAVE BEEN PAID APPROVED BY THE BOARD OF TRUSTEES OWNER CERTIFICATION CODE SUBJECTPUBLICUBUG TO THE PROVISION OF WATER SUPPLY AND 1 CESCF=D94WI IM3CIP 2N Aro=m noLR, III&'Fr1.ra4%ucTEnC"THE DATE S140"AND THAT 3AL-3 Link THE VILLAGE OF RYE BROOK SANITARY SEWER FACILITIES TO SERVE EACH HABITABLE BUILD N.HEREAFTER .n,FAIIAw s.t�.n HE wEST:..aa EACIMMY CLSOM SLOI wAs oEwaLyLna ACC*Rrwr�raTN TIM LAM c THE VILLAGE OF RYE BROOK i trnCE 01.+aCTTo LAlancccroa mceo Ts1ACra rorl.Ave S1ATLlYS ATTorrE7 aY TTLING THE UNDERSIGNED OWNER OF THE PROPERTY SHOWN HEREON IS CONSTRUCTED THESE FACILRIES ARE TO BE INSTALLED IN ACC)RDANCE WITH FAMILIAR WITH THIS NAP AND ITS LEGENDS AND HEREBY APPROVES LAND IMPROVEMENT PLANS AND SPECIFICATIONS APPROVED BY AND Fl.ED N Y°I°L STATE ASSOr1AR.1 OF PP"L3.vdAAL a 5LAMYOT3 Land Surveyors P.C. THE SAME FOR FILING TH S OFFICE PRIOR TO THEONSTRUCTION 011181 ILD NGS. ' •NALIT14011 DKTLMT ON CC AMT ON TO A SUM.•ET NAP •1"L A LLOMS Mm""LRCM An OE-rFIX]p CU0 PACORIXLD CI THE sAra.rAu�EresEn,wnna+Err�tumA�srt TrLatrxvs,aar�rtnrsrCP_.AMAr_ 21CIarILP'aeeS 1016 PhonB&IS•6285857 _ __ I OF MW.a L Fep► OMLG•12 1 i"E IKLY Y3IA STATE 0CWH AND DASILt11TIM Aa POTAL EUMITM IMOc Or ON YAP CAD n TAAL RECEIVER OF TAXES V,LLAGE F RYE BROOK --- EACH PURCHASER PROPERTY SHOWN HEREON SHALL BE FURNISHED A TRUE 1 L'DIKATTVAu..� CCLICLM-3Orr.Ce AaMAPIAAca3007A7A MRhOpac NY 10541 Fax 845-621.0013 DATE I COPY OF THIS PLAT SHOW NG THIS ENDORSEMENT ANY ERASURES CHANGES I ADD I ONS OR ALT ERAT DNS OF ANY KIND.EXCEPT THE ADDITION OF I •my cawE:rrmA THE Cr._sAL..F Tms cLr,%t,,,PI r+CSE++wEODL3 Ear+au on rato Fur way.Ta A.c nL1.r�:L:Tta� SIGNATURES OF OTHER APPROVING AUTHOR TY AND THE DATE THEREOF MADE (f vm"ArORCLIaCrn.e,uaa.m�-.aaa#us+wLAe I� w c'4 Caa,CLRATx'IACCAMCT, rsCOLMUSAMC13T.w¢ rr sTCrc. ALL TAXES DUE TO DATE HAVE BEEN PAID ON TH'S PLAN ASTER TH S APPROVAL SHALL NVALIOATE 7►0S APPROVAL row TWA TR YALv COMS M-T.EVAT CAL c•w.u,e CPrATTEe 3AMEAWM+1-a THE TOWN OF RYE ; •LwmAOL.e+1 3CEL-WGRADSMCMGLs:weACE .EATUM V ANY NOT LOCATen CI S"OY.T•NULEON I DATE --- --- APPROVED BY THE ASSISTANT COMTAISSICNER OF HEALTH ON BEHALF OF THE -'"�'--''--!' '" -•'"'"4�""""- ------- --- -�--�- --- I JOSEPH R.LINK DATE NElvrou;TATEu ErI L ECEIVER CN TAXES TOWN OF RYE DATE VILLAGE BOARD OF TRUSTEES DATE I OWNER DATE DEPALRTtAENT OF HEALTH , •41rrORK STATE LI;ENUD Lmlo warEYOR --- LAN3 SLRII NO C304W lot e'OR K%E W314 OR \ "valaaw Sim-, Wx CTKM to TT.Or 6__KI N F1 V RM NT M IV LWVMV 1., 117 it! Iz % sm WA CL51E'A'-23,145,27 uADW,A ell -14,1CIE LABUR LVE CUSTER V-V0J2 LAVEMER AE 2 ROSE LANE UNIT CZ 1, _r 19 LMMRo LK CIjy'STEF'r-9J1,13 ATIlMEP LAKEWATER SUPPLY CQ-60i -.1,6 IffiUQU LAIC LOW11 Mt RYE BROOK9 NY 2A i V,177 fro STATIC FS!: 5C PS __7j�jz IF I CLV MI V-2,4,f ROSE LML RESO PSL_ 40 PSI � t fit , -4T,-IM I ERicoV-1C.12,14 ROKI LANE 4 its LOW 1050 Gr-M_ 11 CLUISTA T- ,,r7 RM LANE It CLUSU I-IE,18,n ROK LAK CLUST 114 17 ER T-9,11.11'ROSE LAW C_UM -2123,25 SIXEMCKE LANE 17,1S HONEWC10i W. 15 CLLSO Y- 113 CLUMR Y-9 11.13 HMEYSLICKLE IX My FK MW(TV CL(M \ N M ' 8.1V01 2F RPMRPOZCEIS FI AL WOOD SCREWdMeI'/Z- NW . a . E 11j"15 FORM LANE ft, �j,-,p 12 teavow Q75 2. LNE i .t i 1 j N��✓~ ��� �"� CLL15H- �,�!3 �LUSTM 13,115,17 1601 LANE 1 its 17 Its CLOTER 7,9,11"NE LKTieLWJMa / , NFPA-13D GENERAL NOTES I I 19 M MM RKWAMY PME RW!:CF IX MSW-UM CLUMM 2,4,6 AWNE LANE Ir_fIs X\ CIU7R 11,3 A XW M SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) IQ 116, If PIPE • CLUML�L"-4 COURT 6.8 MLII.MP SPWIKLER SYSTEM IS A HYDRAULICALLY CALCULATED WE SYSTEM 33,5,7 WABERRY COO CIPPSET Kq4GEr% PIPING HAS BEEN SME USNC A LIGHT HAZARD DENS`Ty OF.05 GPV OVER MOST REMOTE 4 SPMLERS OrFEET K%NCER IN A COMPARTMENT VSINS REWENTIAL SPRMER HEADS. at 17 MAMM SF4MVJ.ER HEAD SPACING-324 omit. i Y4000 TRUSS OR RFAN WOOL'SCREWSIE x 1 1/7 7 IC FFj SYSTEM CE-SO PER N.F.P.A.#13C(201C EDITKIN) WOOD TRUSS OR DEW 2 !0 PIPE MA TERIALS ALL PIPE AND FITTINGS ARE&AZDA051ER CPVC. OFFSET HANGER DEMIL HALF STRAP HANGER DETAIL A f2 CONTRACT INFORMATION & WOW UNDER THIS CONTRACT CONSISTS CF THE rCLLaWNG: TESIGN AM%STALL A WORIIIING SPRftIJC_R SYSTEM PEA KF PA-130 2010 EDITON LE LC.2OC3 EUTI(N. Wrl MEM V INHE DRAFT STOPPING SHALL SE PROVIDED By THE ORM IN ACCORDANCE WTH-THE SITEPLAN -55 SQ.FT&OLL 13E IN COMPUANCE WIN THE REWRE&V4YS Or NFPA-13D -�-M=t6*GM VW -SAWWOMS LEW Tr" AL N.Ts. BATHROOMS AM NONCOMM"SOLE SHEET ROCI(WTF A Yj Wk.THERMAL BARRIER. 10 t'GVE VltVE W M IIQT Yf V., -CLOSETS LESS.THAN 24 SOTT.SHALL BE IK COMPLIIAPICE W11,THE REOWEEIZENTS OF NFPA-IM 10-3111 9 11 o/ ✓ V C) -------- CLOSETS ARE CONSTRU=Or NONCOMBI]MLE SHEET ROCK WTF A 30 MLA.THERMAL BARRIER. :I L -ATTICS ARE NO USED FOR,STORAGE AND M NCT CONTAIN ANY rUFL FIRED EIDLIPMENT. 0�- X, c& F UNFINISHED V -1 k- V - 4 NOTES 0 THE OWNER lgpy I - .1 / UTILITY oo X oll PER NFPA ------------- V ol 6.9*MAINTENANCE 6-9* / 4;-*.. V IN OF A SPRINKLER SYSTEM --4; 6.9 1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITIO zj -,•r Z- /j 'o AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION FINISHED X// 6.9 2 SPRINKLER SYSTEMS SHALL BE INSPECTED.TESTED,AND MAINTAINED IN ACCORDANCE BASEMENT L z WITH NFPA 25 STANDARD FOR THE INSPECTION,TESTING.AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS XI/ A 6 9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE A9_ Z Un 10 Vus 3 LI OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION I- -, V .1 -lit �L_zL eZZ I FOR FURTHER INFORMATION SEE NFPA25.STANDARD FOR THE INSPECTION.TESTING,AND MAJNTENANCE C) !8 " /1. �i_NJ OF WATER-BASED FIRE PROTECTION SYSTEMS Z %spyZ 1,7V /Z ADDITIONALLY -440L TIM ................ ........................ V, 1 YOU MUST MAINTAIN SUFrjCIr-NT Hr-AT THROUC IT .PREMISES TO W/X PREVENT THE WET SYSTEM FROM FREEZING % 2`YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN at THE SYSTEM r 'i le !+ , '/- .' I;,//'- f_ /J- /` l/ A 3)IF THE CONSTRUCTION OR OCCUPANCY is ALTERED IN ANY WAY. oy ✓ Z THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY 64 W&K-IN e VA.r T L bAIM L ol J'A" 0,; "Afff A EJ L /x`A� 'Z IT-CC!'7 X11,/ Or 1XII111a 11101111'Ar WK EIM RK COO IMR 000 1 PERMIT # 6!("o mon�Will oy Nq ME FLW WVL 11101111?MZX GAIJ7 I-ZrAW VU_j rTL 6, 0'o/ sme vimv*1113 W emm A Kmk WAR SIUM Z/ I / �/ / V • WIWW I'ZIRI KMfAKMMr OM OM DETECU AN IV SBL# za X oz_ /Z.1 W 7�` o' 2M M YjMIW OW OW BEIR AM&v M =W"MY We 11IN 0M A XM Uwe WN, ;0 X. �141 -4 *7� A JLU4017 / P" _Uu 2 XY DATE APPROV I mwmwmmmmm / /I / / A Z 11 0. WE MENSUMMENE� 08 IELEC A PANEL BUILDING INSP& OR, Ilage of Rye Brook NY Z-1 (902) LINEXCAVATED��� 6-231 , i L E S_AE ON GRADF II[10MV WU'rie 5MM 3M%U Wff T1W COM A MW DMP0 W* aa 124r am ow zw am RM wow w 70 OF W M&WRY gum X FINISHEDl % V, U N 2'PK SOW SM SMY LK dl�W JTILITY oo I)e CRU VM,74r gM Emm 7oK aM w moca PiS X / CE tow,Tr4 fww 9M so RLSW r lot"WX -7/- o/1 Of\CTCLv KM 71X SUM WMW%LW THE MNIXI A OW MR SIDI i-.-._-_-.-_ ..F+'-S��-___"_-._� ; � /I i // / / /'�/ / � / /i / /� //i� �j i''f' // /'� // / lie 110 3404 AUG j f r,W Wkir III=IV awe alcm fous 1 -7 2012 ZZ X Iq or fud 7 r VIL GE OF RYE ROOK _17 L 2*z=WE*Qmzw M1191"D=Cv MP-1 111% ............. Sze ammIr vallis W=10 6%Milk am SIMM BUILDING DEPAR BASEMENT FLOOR _j MEN ELEV =C-C' UNIT 1=* 4UNYT"A PF UNIT"'CrIl of NE UNEXCAVATEP FLOOR ELEVATIONS ST cc BASEMENT TO,FIR I 1R.4-6" BASEMENT FL 0 OR FIRE SPRINKLER S YS TEN RISER DETAIL FIRST FLR.TO SECOND F!-R.=111-2' FIRE PRO TEC TION P1.A iV N.T.S. SCALE:114"z 1V- 1.All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the fdkWng items are to be provided' SYMBOL LEGEND SPRINKLER HEAD LEGEND DRAWING Tmx:BASEMENT FL13OR FIRE PROTECTION PLAN JOB INFORMATION and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 SYMBOL I DESCRIPTION SYMBOL I DESCRIPTION PROJECT:KINGFIELD DEVELOPMENT 2.All dimensions shown are:end to end -Provisions for flushing connections and dralinkig of all pipe Q I MAVFErEF9jMP%V 4 CONTRACT#:0000 REVISIONS: DATE: ADDRESS:INTERNAT113NAL DRIVE 3.High temperature heads are to be field installed where required. Inspectoes test connection"I be provided for each system, C-3 i VLEVATONEELM707LTSM GENERAL REVISIONS 712617 CITY,,RYE BROOK STATE:INY ZIP:113573 LO-1 I atwommmmRom CLIENT:THE WARJAM GROUP PHONE:19 14,'?61-2500 4.All pipes and hangers are to be installed per NFPA 13. Hydraulic identification plates&NFPA 13 required signs clas 20 0) ELEVATIONGF701vML CONSTRUCTION:WOOD LTD, 5.Gridded wet systems shall provide a relief valve per NFPA 13. 0 SYSTEM SPIMU 6.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibillity to provide adequate heat for all areas in the C@30 I CELIGKW------------- LZaQf W.4 41MMESinsklim! ADDRESS:$INTERNATIONAL DRIVE-SUITE 1 14 for 2 hours.or at 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system arid for all water filed supply pipe.valves GWMMMTEDW)aP OCCUPANcY:NFPA 13D CITY:RYE BROOK STATE;NY ZIP:10573 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 ": A when the maximum pressure to be maintained is in excess of 150psi and system risers to dry type systems. %. SYSTEM TYPE:WET P:860.632-8053 F:8613.632-19054 7.A quick opening device is required when dry system volume exceeds Air pressure shadbe maintained on all dry type systems by ar approved automatic air DATE:0312712017 FIRE SPRINKLER CONTRACTOR CONTACT - 0. mmit0f*MMIs�, ! -- WWWMACKFIREXOM 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically DESIGNER:CHRIS JUDD PHONE:18601398-5024 8 NFPA 130 apply as required. maintaining ft required air pressure VtZ=11-mm a FiTTINGS ANJ:FORT CHESTER E-MAIL:CHRIS@MACKFIRE.ri3m LICENSES: CT:FI-40291 MA:SC-120494 RI:000347 I fal I Q;"MkIik10LKWMTAM TOTAL TWII SHEET: TOTAL THE JOR: FIRE-MARSHAL KIN F1 V RM NT 2 ROSE LANE UNIT C2 RYE BROOK, NY. WD.DECK OR BLUESTONE PAVER 7D COMPOSiTE DECKING I P 7' z L Y1.1 I I jW 0 EN 7-2 LLI ABOVE 00 44� 6 Li LIVING MASTER I��// / / `' '/ l / / / i ! f .�' / ��. / /j / ROOM 77=_ IV OF ROX IK BEDROOM a I,.- It ON ab 90114B 0 jW TO 1IFF OF lit Z; z 01/ el 0 Or U0 FRN TK % /X� BMW rXt ANC 2'CONTM.VALV- ALL LWERGROUND PIPP[NC- OPEN 9-6 0,' ISS iD'OTHEP-S. KK FIRE PROTECTIVII'S CONTRACT ABOVEE EEMS A; 4 D 4 A-C 71 T 2-FIR,-smvur AMP,A LM NW M'DRALTLIC DESIGN l //4 DINING TH-BASBAENT CAL.0 kRFA 407 1 CL =rkSYFLA" ROOM SteMNING RVOW1 X M, ER E ATH HYDRAULIC DESIGN CRITERIA r f MFMN W SME NOR UK DeDr A Im 1K am%q=(Lrf MM 44 MVM wtv wli:KraL WM SIND,L air,r1K aw M gro(lb OTM. a"To X -7- Densi-.y .05 Spacing VARIES R1 1.V-I'- j WALK-IN�j FOX FLOOR 4.9 • % T MX4=M F9 TM VILER LK LP K r0c.07 7/_7 MI[WX DCOW{Err MHE%' Hose All000nce CC L FN Wx IV-1 VIOR Bal This Sysierr.is Designed to Disc�orge A 9 b1z at a Rate of GPM per sq It 71 ; X, of Floor Area Ow.c Remote Area o. ;;Zy/ /.' Z/ - - - !' ' /%t� / / /' / /' 1. 2 Sprinkles when Supplied with Vkt; e Rate of 34.7 GrIv in%,dmz PS at I I !h' r) at the FP limm-W Ts KITCHEN EK S 'Po It*SOWER UKE wo T 70P OF can (V-C, Ej 0 1111VEls=FE.SWE on LK Om AIM 00 IK AMIX rM(By ONZ) r----- .�_— _I I t� i' / ,.% /%/ / //` / / ONC ,,�fy^t74/tl / / /'/ ,' /' i(( � / Vt !"MM VVE IR WM YOUR X0 a WX W_wile"WOI r ORM) WWI LAUNDRY I // /', / //' / ' "7 �'�/ 1 / f/ �' // / // /•, / -'9 / /1',f ' i 2'9632VM rK SM IrAn LK IF------- L L01, no NEW Barra W MMI ou ,. ! / / � / �/ ��, (' / / � i / / �, // ' / aKW W IF faw 1K GARAGE , /'� f _1 % �' f/ j/ , /' /; I f; 4-4 4C 01 FOYER f ./ / /. // / / / / / / / / ct�• 'I I' / ,� / / 7' 10 AMM W ISAAMN FCD 0 Ra WTI 09M W1 / y /' QSM mpmicw Ka. Df VIER 4;jh^ UNIT A 7�17'71'7 7' 7'7, 7_7_7' 7 U*MY Waft eM EXIII Wow Pff 4W WE EE SPOOM IF( LAV UNIT r"'02 Z' MEE FROW NaLm SO 1101 WR no 74 r" r=MX%%W 01 WW UAKER sm 11Nff V V I I 1K M1 WE?fm Nu P ow, afcw ju M 00 W"M X=VIR"11" I I�111 11 MW X PF1 All)91111111RIER I f MORWIM FIFE SEIM 10 LIF(P-j 1113"aim OVA= Ina W)a Boom(er MAW ALL A COMIRKIL VAOTEE MC ALL UNDM;_;�MvPIPPIN�G r-fff OTI-ERS. MAC'9RE FROTEUM'S CONTRA7 LEF INSICC HIMS AT 2'FIRE SEWCE WATER LINE 7i,,E*FASNENT. C 'tom` &W CM \-RESUM aKE&O FOW FIRST FLOOR FIRE orr NE&v FIREPROTECTIONPLAN so'coe� INSMATIONDETAIL FOR ALL SPRINKLER SCALE:114"=l'-V" cc C' IN OR A DJA CEN I r W L INHEA TED SPACES_ 0& 02 N.T.S. ss%O*k SYMBOL LESENO SPRINKLER HEAD LEGEND JOB INFORMATION 1 All pipe locations are to be field measured prior to fabricatton Whether or not indicated on the drawings,the following items an-to be provided: SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TrTLE;FIRST FLOOR FIRE PROTECTION PLAN and Installation by the sprinkler contractor. -Heac Cabinet spare heads and head wrench per NFPA 13 PROJECT.,KINGFIELD DEVELOPMENT 2 All dimensions shown are:end to end > DATE:REVISIONS: ADDRESS:INTERNATIONAL DRIVE -Provisions for flushing connections and draining of all 1041M CONTRACTI:0000 Its '7.126/17 STATE:NY Z -High temperature heads are to be field installed where required. -Inspectors test connection shall be provided for each system .........3 GENERAL REVISIONS CITY:RYE BROOK 4.Ail pipes and hangers are to be Installed per NFPA 13. 1-1 1 FWil IP:10573 L& -Hydraulic identification plates NFPA 13 required signs (105 20-C) EMM10F"aFSM CONSTRUCTION:WOOD CLIENT:THE WARJAM GROUP PHONE:19 14!761-2500 .1 5.Gridded wet systems"I provide a relief valve per NFPA 13. LTD. F I R E P R 0 T E C T 1 0 N 0 L X PAV ,'>71"11 6.AN new piping is to be hydmstatically tested at not less then 200psi It is the building owners responsibility to provide adequate heat for all areas ir�the da Cam HWI :j_REjaE'f'RESWfBM1AL0=0h1&' ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 building orotected by a we(type sprinkler system and for all water filed supply pipe.valves I for 2 hours.or at 50psi in excess of the maxirnum pressure, AM OCCUPANCY:NFPA 13D CITY:RYE SRO 0 K STATE:NY ZIP,10573 when themaximum pressure to be maintained is in excess of 1500. and system risers to dry type systems. <- SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 .......... 7.A quick opening device Is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved autornafic air PsEwsom I —DATE:13312 712017 FIRE SPRINKLER CONTRACTOR CONTACT P:860.632-8053 F:860.632-8054 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically MR-RRNP131 1 0. tica,11 I y DESIGNER:CHRIS JUDO PHONE:(8613,1398-5024 WWMACKFIREXOM 8.NFPA 13D apply as required. maintaining the required air pressure. AHJ:PORT CHESTER -------- E-MAJU CHR ANDUE1 TAM TAIL T FIRE MARSHAL IS@MAr.KFIRE.CDM LICENSES. CT:F-40291 MA:SC-120494 RI:000347 HX5 SHEET: TOTAL TmS Joe:- t I KI N F1 V FM NT 2 RUSE LANE - UNIT C2 RYE B Rio O K9 NY. HYDRAULIC DESIGN CALL ARVA lug SFZr)NI)RAX)R REDROOAI/2 HYDRAULIC DESIGN CRITERIA# HYDRAULIC DESIGN CALK AREA a3 ! SECOND FLOOR jDensity .05 M,W1T:P.OLLUZOOM Spacing_K Factor VARIES HYDRAULIC DESIGN CRITERIA j Nose actornce ` -'-"-_�- j 3 r i Density�.05 ! HYDRAULIC This System is Designed to Dischcrae i Spacing VARIES 3 tvswstER sF�DRooRM of a Hate of os G?IJ per sG It { \ l;Factor•-, 4_9 I FLAT ROOF BELOW of Floor Area Over a Remote Area of ; _-- I I I 2 Sprinklers when Supplied with Water 1 (=,}--�- _ Hose Aliowance j HYDRAULIC DESIGN CRITERIA at the Rate of 32.2 GPM of 43.8 PSI( 1�:L! u I This System is Designed tc Discharge .05 at the FP VAUM NME'T E !!! �\ { 1 at c Rate of .05 GPM per sc it j Density VARIES -� i ( i of'Ica Area Over c Remote Areo of Spacing , } 2 Sprinklers wher Supplied with Woter V Factor 4.4.4.9 .317 the Rate of 26.3 GPM at 36.3 PS /} Hose Allowance - I of the Fa D6CiNiCE tt00E"r This System is Designed tc Discharge ROOF BEI.Ow FLAT ROOF BELOW at a ate of 05 GPid per sq f of Floor Area Over o Remote Ares of i }I i I i s+. �{ f I�; / / r r i' r , ,I ! /•/ ;-,/� � � 2 Sprinklers wrier+Suapliec with Doter ;/ / / /1 / // / / r j I }at the Rate of 28.1 GPM at 39.8 PS i •i } � i I - / ' �� '/i ?/ at the Fr,=fa tdiDE T ; BEDROOM#2 AIR ST f i HYI3RACTLIC DESIGN I r + J`i / / J�"-1_ r ; .g // / f' %/ / / /"r •/ / r/' %% I "/ r / /'// %. CALCARF_�gas !4"' �� rste ` ; ' 'f // // ,r/ ;' �'! seco.*m>'LTbR 1� � !' O I'�, / ;� ,. � y ). �•/ , ►,n_.LwnN I} j�%;'' � ' /'1, --- �i�.� � / // ,r !`•r // / ./ ' j"'f i� / ' � i '• �i :' / / ,, / '� 1 I HYDRAULIC DESIGN CRITERIA i i r' Density .Os ; ( �;i� j ,,' nr / / '/ /r /� / / I /, �•, Spocinc VARIES_ I I { �' ' W.ALK INil' K Factor 4.9 { ,. , CL i!I /•,,`,j/ r / j i ' ! / o• (� /// /% fit/! 1•'ose Allowance i�, �?/ ' 1 •' ''J /%,/ _/• / /'/I'I / // -4 h !!i J'" Ibis S tem is Designed to Discharge i ST i soo f' ;I r ;'r y / Ys 9 I I O rl / / / ►�!LI;i /J at a Rate of .05 GPMper ft of Floor Area Over c Remote Area of I ' E , 2 Sprinklers when Supplied with rioter !! `` 4� r : ' i'. �r' /,=lv////IIts i/ /r Rate of 34.tpGPr�at a5.f FS 1 I I I 1� HALLWAY i / i % oJf/'j 'i'/ '/ i! '/ J? i' r'y�X // :z,s`• I at the R v �' % v �i ' . �` + t ! r y' }" BATH tt° / / �f�r r /13� FZp�li'/ of the FP DSDWGA c IID[F'S• � i fi oo � � / ' / ' / i2 r r I N; .`ti/ J r// I r/ ,;j / S' `J<� / // r , ii I �� � �./1 c .I✓,///.%fib.- /,:'/, ;,"'�Y•r•�/ / %�/j yr/ / 4';/,•^•}�,� �.'••r �/ f/r�/ r r�� /; /i:/t'`�/ !� `43YF (�� I ��',i _ �� / �% / i / / - •!,!'�'� % � / �r,tSl txol'```/� /�:r '�� �/ // �/X I 1}['0`s9 ..---.1...)..--�I----�, '/� ��� ,,,�i/ �/''// /;/' ri��j'. S.T'A�•. I J' ' /� r• �' i;' r' '�/"•i`%' /f ,�/!•'' //���,./ �/ 1' r i e -. _ c f^''' b i', /7 ' .�-[,� Ipt li / ,•r ,r // r / /! j 'r //�, , ' V ' r/ / � y/ ,) t BATH /' '•� // rri� ' J)• / f 1 _ �= / ' �� ��� , •/' ../i k �' , /; .Y�G:-�'` I' y �. '�} - _-1��l;I ,l �/r / J / /' r % , [ _G", //," r I ti �// // / / f� FAT F !.. �, .1. '11 il1 I. t -�' //i '' / _ // o // o f c J i ; ,�/; /// / i - i BELOW i• a- WALK-IN �• /,1 ,' /r ioEE!' IY'•4-2 .T CL i I /J l%' /, (?-? r 1 •����'•% �,• 4171, ,' /�`. / t / I �, .(3Rft1' l.,• I i /' f• I { i LINEN / \� ---- /, / // % �' / ✓/J/`'+ / r,p jai/ % / ! / /� ,}/� or ol BEDROOM#3 ol ------ _ NOTE All SIDEWALL S011I(r1 LE7.ON THE SECOND FLOOR SAL BE LOCATED AT G'-7'BELOW THE COOING II 1.___ _--- -- -• � ,' / /' % /y I� roo L ------- i UN/T"C2" UNT'A" UNIT"Cl'. SECOND FLOOR FIRE- FIRE PROTECT/ON PLAN SCALE.•114"=1-0" �OF NEW y JOENE y4r C'ti • CoUj . W •v( 20 rf� 07812,^ap`' PROF ESS*1` SYMBOL LEGEND SPRINKLER HEAD LEGEND J08 INFORMATION 1.All pipe locations are to be field measured prior to fabricatior: Whether or not indicated on the drawings,the following items are to be provided- DRAWING TrrLE:SECOND FLOOR FIRE PROTECTION PLAN and installation the sprinkler contractor. Head Cabinet,spare heads and head wrench SYMBOL DESCRIPTION SYMBOL DESCRIPTION by p per NFPA 13 PROJECT:KINGFIELD DEVELOPMENT IIrrPJUt!1; %"EPOPt t, siFlNEcEZtGT4[ BllkCOCFJL�iF1A gt5R8RQEP.V VFt,F�$A•�{SDEl7tFES7itRAt2{5 REVISIONS: __ _ I DATE: 2 AN dimensions shlm�t are:end to end Provisions for flushing connections and draining of all pipe 1 `- -�---'---"" "'-"-"-'--"--"--�-- CONTRACTS:0000 __ _ _ ADDRESS:INTERNATIONAL DRIVE 3.High temperature heads are to be field installed where required. -I ' CNi•) E`"aT�rlaeoh?�oPREE. I GENERAL REVISIDNS _ 7/26/17 CITY:RYE BROOK STATE:NY ZIP:10573 g pie eq nspector's test connection shall be provided fo!each system k [NJ e,'Al>ct+,mit"M 01y. Q• cif[Ia�iE'cs'r�aaE:vpct0XFXSP&nit:s�lm EKV'►a;.'r.::ior,DE�,�E,sxytu 5 - CLIENT:THE WARJAM GROUP PHONE:1914)761 250 � �'1' d.Ali pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates&NFPA 13 required signs ; tr0` x'.o} t1�'atICGaF=CVOTREEi CONSTRUCTION:WOOD ---------------------- O 5.Gridded wet systems shall provide a relief valve per NFPA 13. � r= pE[VgtES!RES C tstttt xOtacattasn2rc staoFaE�.utKc r u,@tfsoEccslcraAt I L� 1 6.AN new piping is to be hydrostatically tested at not less than 200psi It is fhe building owners responsibility to provide adequate heat for all areas in the - ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 _ for 2 hours,or at 50psi in excess of the maximum pressure. building protected by a wet type sprinkler system and for all water filled s __ -_r_�___ OCCUPANCY:NFPA 13D 1 15 INDUSTRIAL PARK PLACE M IDDLETOWN CT 06457 M supply � ���"�'' .�.__-__-•_�_ CITY:RYEBRDOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. j "C*'/"�" IF- - Q 1�[ E�` �� gPi'�R- ` �P�1°�_'r' a �`�� -___ --_ SYSTEM TYPE:WET ' 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air I - J-$- 'VENNSOCN' P:860-632.8053 F:860.632.8054 DATE:03127/20 1 --- FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically PPERISERfiRiE t WWW.MAL'KFIR>`.0 OM IL 8 NFPA i3D apply as required maintaining the required air pressure C ]1 PIPeGR004E000iGitYGSaFI T1�GS y,- PORT CHESTER DESIGNER:CHRIS JUDD PHONE,(860)398.502 • of+PKW1M#MXtW*l`AGs TOTAL THIS S►sEE-- TOTA.TIIISJOa: AH":FIREMARSHAL _l E•MA:L:CHRIS@MACKFIRE.COM LICENSES: CT:FI.40291 )11A:SC•120494 R1:000347 FIELDWORK COMPLETED: November 1, 2018 Underground structures, if any exist, are not shown hereon, except as noted. The location of underground 37 improvements or encroachments are not always known FILED MAP REFERENCE: and often must be estimated. If underground improvements, easements, or encroachments exist and Subdivision Map of "Kingfield" F.M. No. 29210 are neither visible during normal field survey operations filed August 30, 2018 Yard Yard nor described in instruments provided to this surveyor, ®Drain Drains Yard they may not be shown on this map and are not Sub ec t Lot:34 CRW ®Drain certified. � w Fence AC Utii. w/1?oof Known as 2 Rose Lane Shed m This property may be affected by instruments which Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.123 ❑ _ have not been provided to this surveyor. Users of this mop should verify title with their attorney or a qualified title examiner. Legend L Only copies from,the original of this survey marked with the surveyors embossed seal are genuine, true o and correct copies of the surveyor's original work and AC— Air Conditioning Unit 36 CL opinion. A copy of this document without a proper © Sewer Cleanout �— application of the surveyor's embossed seal should be CRW— Concrete Retaining Wall I v assumed to be an unauthorized copy. ® — Curb Stop Water Service .o ®— Electric Box o I 0— Electric Manhole I — Gas Valve I — Ligh t Pole d' o— Telecommunication Box Woo ai ®— Transformer Pad Fence o n ce I C' Porch w o — Water Valve I /P o oo Q CIS 35 Imo �-- Hydran t o' 3 I cn N Frame Buildingo J N Q. Area - 3,986 Sq. Ft. 3 S 3 0"0 0'2 7"W U ACLJ 0 85.05' Q , a w To date, no Title Report or Abstract of Title has been ,el o w I P y J P Landing CC NOV 5 2018 rovided. This survey is subject to a current, to u 1 date rtle Report. o, t� .Q I c Landing co N -LAGE OF 1C BfROOK Property corner monuments were not placed as part of = J 1 ji II VI L this survey. °- i ; o -J C BUILDING DEPA 'r Fj� N y. l0 34 m - 0 J w This map may not be used in connection with o A♦,, � I `� Built Survey "Survey Affidavit" or similar document, statement or o 0 I � � mechanism to obtain title insurance for any subsequent 4 Ln ° i� or future grantees. , �. w , Rose Lane � Unauthorized alteration or addition to a surveymop � N Unit 4 P bearing a Licensed Land Surveyor's seal is a violation ❑ til. Open co of Section 7209, sub—division 2, of the New York State CRW AC he Porchf � She Prgmred for Education Low. w/Fence d W/Roo IJPI S30"00'13"W 85.16' Sun Hom nc. According to NYSAPLS policy adopted January 23, 1993, Common Area 4 the alteration of survey maps by anyone other than the c S1hMto h &W original preparer is misleading, confusing and not in the B general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey maps, survey plans, or To wn o f Rye survey plats prepared by others. Wes tches ter Coun ty, Ne w York N S T E..:_ 5� I m 20' Date' Move 5, 200 ENGINEERING, SURVEYING 8c GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. 0' 20' 40' 3 Gorre t t Place • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—9690 • Fax (845) 225—9 717 A"UILT New York State License No. 050749 www.insite—eng.com Q 2018 In si to Engineering, Surveying 8c Landscape Architecture, P.C. All Rights Reserved. (IN FEET) M&UMM 1622 7.200 1 inch = 20 ft. Lot Mops/Lot 34.d wg