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HomeMy WebLinkAboutBP20-234PERMIT # o?O-93 DATE: 5o'?oao EXP: 5 o Ua SECTION - 1::25 BLOCK LOT LOB TYPE OF WORK 29 Sln Ll/(f /A L} JOB LOCATION L7 GQ %% In e OWNER CONTRACTOR EST. COST � FEE 5OD y{o Z 060 # �- I� FEE 4 /oyJn r�� DATE ��g TCO # FEE DATE INSPECTION RECOR \ ATE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBI NGe GAS LYJ/ SPRINKLER v ELECTRIC LOW -VOLT ALARM AS BUILT FINAL W w��hisheo� fx�ser���t FINISHED BASEMENT NOT �� APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT cc r OTHER APPROVALS ARB BOT PB ZBA OTHER AS-BUiLTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION THIS BUIU)ING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; v ER PRIOR TO THE ISSUANCE OF A C/O, AS REQUIRED BY NY STATE LAW, VILLAGE OF RXE BROOK WESTCHESTER COU , NEW YORK NO: 22-109 1ea2 Certificate of Occupancy This is to certify that Sc RYC J y0 0 k— Yo d of rs L4—C of, Rve Brook, /V y having duly filed an application on oq 7 , 20 22 requesting a Certificate of Occupancy for the premises known as, J -7 JOS / / / 17 e L49'i !e , Rye Brook,NY, located in a Pu 1] Zoning District and shown on the most current Tax Map as Section: 0 0' Block: / Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. -:3 , issued 1115 20o?Q, 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', - ra /1v Construction: for the following purposes: rl Ish ed bo 5-e rz?(fzl 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 shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has bee bob ilding Inspector. Building Inspector,Village of Rye Brook: Date: AUG - 12022 4 [ta J 4UIA ann&wwat* VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.tyebrook.org TRUSTEES BUILDING&FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE August 1,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 17 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.61 This document certifies that the work done under Mechanical Permit #22-060 issued on 4/11/2022 for the installation of a new gas furnace, a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to �yC DR t �C4(t''±�v 4 V Nbf.f tftw aW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rve Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J.Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE August 1,2022 SC Rye Brook Partners LLC c/o Warlarn Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 17 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.61 Mechanical Permit#20-169 issued on 11/5/2020 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 rLL E For office a onl JUL 2 7 2Q22 1 BUILDINl1JRZTMENT PERMIT# -013�/ .. VILLA t OF RYE$, 4OK ISSUED: VILLAGE OF YE BROOK 938 KING STREi��YE BROOK,�N£W YORK 10573 DATE: -]-� BUILDING P .RTMF_NT_ , \ 9 -06 , 0� FEE: Irv( PAID( 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 ►►►♦rrrr•rwsrsw►•wrssar♦us•♦sr►ssswrssw•♦wrursrp►rr►rrrrrrrsr►►rrer•tar►rrrwrswrsrsr•s►►r•rrrrs••srsrrr►ss►►s►rr►►►rw►sws• Address: 1.q JP M lh1 k— , y i PL>/;1 i'L f-A 105-4 3 ' 1A t►�I T g g Occupancy/Use: IZ/L S Parcel ID#: I Zq .2, — 1 — 1 -U I Zone: I) Owner: SG Qy#- F,"QV— PAP-IN4S LLC A dress: t w S� 3Z5 Wu rjk���f NS C�wa R� P.E./R.A. or Contractor: 5k►J 'fjJ 1XPM1L11 �nG1RKLl�i 3z5 WNr�k ?�p�1 i A ess: �iCi � I� ' ppdd Person in responsible charge: ITV!L1.j AA') e1 t N L_ Atlhress f �LmicT�u W�l�I� !; c 3z5 LUN rTlc n i5 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 LL 1gm e I�k L- being duly swom,deposes and says that he/she resides at 3� bUtc IJ��/Y1/c�C �A17 (Print Name of Applicant) (No.and Street) in S in the County of (14 l e rl k-L-D in the State of C ,that (City(rowm 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 -�L 0 3 d -0 for the construction or alteration of A e OU) S c L � Lk, rA M 1 L-q -DK 41-0 0 h IJ 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§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this ,2 7 1-4 Sworn to before me this ' w� day of , 20�� day o , 20 2Z , l Signature of Property Owner Signature of Applicant tu`u��til M� C��t�tJEss 6vlu iam n-ICqz--, Print Name of Property Owner Print Name of Applicant Notary Public CkMIw A 9* Notary Public CkWa A Noyry pow sot of Now York Notary rWjjC6 OIMe of WIMW TMk Na 01106Kt6w Na 01M616m `Quaw in '' o> iK►21 IM.2 o:zZ Cmmbskm> May 2 a�a3 QyE BRCb,. O�` tim 0 1982 . BUILDING DEPARTMENT J❑ 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 - - - - - - - - - - - - - - - - - - - - INS ECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS. \� — 1�"' DATE: �T PERMIT# � ISSUED: ( SECT: _BLOCK: I LOT: I LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... LJ 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 ❑ CROSS CONNECTION FINAL ❑ OTHER QyE BRO 1932 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.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : t L "-- DATE: J-7 (-2-Z - PERMITia?, - Z3 l ISSUED: SECT: BLOCK: LOT: LOCATION: `�- �- �✓0 ( �- 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 ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRnv� BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK Cl CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www rygbrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - --- - - - - - - - - - - - ADDRESS :— l � DATE: ` Z `— PERMIT#—;5 ISSUED: SECT: BLOCK: LOT: LOCATION: /y 1 t t' L/� 's 1 OCCUPANCY: iI ^' ❑ 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 ❑ CROSS CONNECTION ❑ ,FINAL Q/OTHER �E f3RC>v�, • 1982 BUILDING DEPARTMENT [ BUILDING INSPECTOR .0 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 : } � 1.-+��- l� DATE: ✓ Z PERMIT# �� Z � ISSUED: 1 ?l> SECT:1 Znl ,ZS BLOCK: LOT: LOCATION: ��l/V r�"�-'� 1 ��i OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑J REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING b INSULATION �� A ❑ NATURAL GAS rN / l4 P ❑ L.P. GAS VtA v L ❑ FUEL TANK \ FIRE SPRINKLER VLA lj �r��-t-L {' ` 1 D Z ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL Q OTHER QyE BRC�Uk. • 1982• BUILDING DEPARTMENT ABUILDING 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.or� - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: t '<�✓�\ !� �" S` DATE: z �J PERMIT# 'Z ` �� ISSUED:�D Z SECT: I"Z �� BLOCK: LOT: ' I LOCATION: H 1n) l ` t '��' �-L� r��`7 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... [ . ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ �JNDERGROUND PLUMBING NOTES ON INSPECTION: [� ROUGH PLUMBING Al ROUGH FRAMING ❑ INSULATION NATURAL GAS ( ACLb. p L.P. GAS ` ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER y * O * y 4 * v * v � Lj M r` * y * N 'w ro oN * z � E � Q Q Q otj y `� v H atw co co ZwW � too En ON06 * "e-D -4 CA * v v * a 3 0 a o 1-4 ¢' E BRC�� 1982 BUILDING DEPARTMENT { BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - ---- - - - -- ADDRESS:- Q N DATE' PERMIT# � ISSUED: SECT: J BLOCK: LOT: LOCATION: �� 4`Z 4 F` 1 L-oc: ^�'A--i/ I � - OCCUPANCY: ❑ %101,AI ION NOTED THE WORK IS... ❑ ACCEPTED Cl 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 ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�V,�. ° BUILDING DEPARTMENT ❑BUILDING INSPECTOR ti s SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING.STREET• RYE BROOK,NY 10573 (914) 939-0668 FAx(914) 939-5801 www.rvebrook.org -- - - - - -- - -- - ----- --- INSPECTION REPORT - - - - - - - - - - - -- --- -- - - - ADDRESS.:- DATE' 17 1 - 2-0 2 PERMIT# - 2�i ISSUED; I t CT: BLOCK: LOT: /1 v LOCATION: \ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ;KAcCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ` c ` Q, n k�, C ❑ L.P.GAS ❑ FUEL'TANK ❑ FIRE SP�U NKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION WHRE R E BRC�k �c 7982 BUILDING DEPARTM_ ENT ' BUILDING INSPECTOR - ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET .RYE BROOK,NY 10573 (914) 939-0668 FAx(914) 939-5801 www.ryebrook.org - - - - - - -- --- - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- - - - ADDRESS: 1`I/ I C DATE: -2&214�' !la JM PERMIT# } ISSUED: 1 h GZ SECT:125 �T BLOCK: LOT: I a —S76 LOCATION: , � OCCUPANCY:_ ((} ❑ VIOLATION NOTED THE WORK IS... i 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 ❑ CROSS CONNECTION ❑ FINAL "OTHER �E BR(��, BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q 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 Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - — — — — — — — — — — — - — - ' { i ADDRESS �n ` � A � L��� v � DATE: 1V� Zc PERMIT# 2 ISSUED: SECT: Z- BLOCK: LOT: -Z cm- LOCATION: (-An c� OCCUPANCY: � ❑ VIOLATION NOTED THE WORK IS... JcJ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION yam' ❑ NATURAL GAS C-C'' �lK� `3-1 NP ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER r BR 7982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR �{Ca SISTANT 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:— i , c \�`\ C�1 N �-"IIATE: h a PERMIT# 2S�" ISSUEDA 4,1�SE)CT: V L l BLOCK: ' LOT: LOCATION: /(�l ) OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... D ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION c ❑ NATURAL GAS J \ ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL L�J OTHER QyE BR(�k• O� 2m • 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - -- - - - - - - - - - ADDRESS :- DATE: �7 \ 1 (, 1 PERMIT# ]i` G U 2 ISSUED. SECT: l BLOCK: LOT:'3 -) G� -4cl' rr-�` LOCATION: V� L : OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION ( \ REQUIRED ❑, FOOTING C' �._S(Zf 1 n )�_ >` ACAS ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR AASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK d CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: 1� �.��l �C �1�` L,=, ATE: PERMIT# ` �` y- ` � ISSUED: ( OECT: jq� BLOCK: LOT: ' + �� LOCATION: C�`� \� �1 ZI •l 1 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 ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BR BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /❑CODE ENFORCEMENT OFFICER 938 KING STREET- RYE BROOK,NY 10573 (914)939-0668 FAx (914) 939-5801 www,rvebrook.org - - -- - - -- --- --- - - - - -- INSPECTION REPORT -- - - - - - - - -- - -- - -- - - - ADDRESS; l� 1 t V 1 JC�S.I ` ��'Q- LAAD DATE: PERMIT# -7 ISSUED: SECT: L=3-� BLOCK: LOT: LOCATION: 70- OCCUPANCY: ZQ� ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING d00'FOOTING DRAINAGE ❑-TOUNDATION UNDERGROUND PLUMBING (' NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS " ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Y ,J �O BUILDING DEPARTMENT ❑.BUILDING INSPECTOR p/XsSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ACODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 ♦♦♦♦ (914) 939-0668 FAx (914)939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION-REPORT - - - - - - - - - --- -- - - -- ADDRESS : C DATE: PERMIT# ISSUED: 1� ECT: 12�- ` BLOCK:LOT: IL LOCATION: /�-� T- ` J("t\ OCCUPANCY: ❑ VIOLATION NOTED THE WORK I ... A F yACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRA,INA�G•-E ` l❑,'FOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 1� DR 1 1962BUILDING DEPARTMENT ❑BUILDING INSPECTOR • ASSISTANT BUILDING INSPECTOR VILLAGE.OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914) 939-0668 FAX (914)939-5801 www.ryehtpqk.org - ---------- --- INSPECTION REPORT - - -- - - - - -- - - -- - - - - -- ADDRESS: y DATE: I II (( � C c PERMIT# - ISSUED: S CT: 0 1 ?� BLOCK: LOT: J �. LOCATION: --20 ;), — _V OCCUPANCY: 9 ❑ VIOLATION NOTED THE WORK IS... 1 ACCEPTED ❑ ' REJECTED/REINSPECTION ❑�,�S,ITE INSPECTION REQUIRED MOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER i i _ r i N �p i O , N �+ ~ F ON A, ti W � O N .7 O cl� �e L� O w °'Ln O 000 S N V W z w a 3 ? 0 _ w U 00 y w A °° W a a u � w � Z O V w uz o a c., v� w Zx M ',,,,� M o z h A z � A F o w V °cam° a p A. a w :5 a n _ N ~ x z H a _ W ~ w o W `., a w Ln ►—, c� A o Q a cn w ~ o �- Q � a �I a a 0.4 w z � E CIEME BUILDING DEPARTMENT R1 J U N 2 8 2022 DD VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 I BUILDING DEPARTMENT wyy-" yebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required 15� FOR OFFICE USE ONLY Rp#: 20-23_4.__ _. EP#: :J Approval Date: JUN 2 9 2 Permit Fee: $ Approval Signature: Other: Application dated, 6-24-22 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. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 17 Jasmine Lane SBL: 129.25-1-1.610 Lone: PUD 2.Property owner: SC Rye Brook Partners LLC Address: 5 International Drive Phone#: 914-481-1531 Cell#: 914-761-2500 email: 3.Master Electrician: Denis M. Fortino Address:_PO Box 713 Rye, NY 10580 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino(C1,enterpriseelec.com Company Name: Enterprise Electrical ConSUltin9 Address: 3881 Danbury Road Brewster, NY 10509 4.Proposed Electrical Work/Fixture Count: _ Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage 5.3rd Party Electrical Inspection Agency: State Wide Inspection Services, Inc. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to before me this day of 20 day of Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner Name of Applicant Notary Public No Public SHARI MELILLO Notary Public,State of New York No.01ME6160063 6/23/2022 Qualified In Westchester County Commission Expires January 29,20?3 STATEWIDE • Service With Integrity 1:1 Main Street,Fishkill, NY 12524 1 emoil:office@swisny.com SWIS JOB APPLICATION 84 1 914.219.1062 • SWISTraining.corn Oft,tr Ua� Elect.Permit# Date G -AL�- zz Bldg Permit# Utility ID# Final Certificate# City/Village Ay Zip &�1 Township County 1 C/J Address �jtiL p_�N ) Cross Street Se Block Owner Name/Adel/f(IfJY�ff`7/.rra ofOZf,4�� oe Ncy��/7-If ❑'�asement 1st FI. �d FI. ❑3rd FI. ❑More Than 3 FI. �Garage ❑Attic ❑ utside esidential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Arpps 73 i I Z/ .S Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Inca descent Fluorescent 1 SERVICE Jr Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑ Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection �ii,4J/(� Additional Information 3 - v /ITSR I 3 7vti �U� N 2 8 2022 3b VILLAGE OF RYE BROOK l - ".-112 /Y� 11)P LBUILDING DEPA.RTME:NT This application is valid for one(1)year from the date received by SWIS.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.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant.owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company NameL 1 �f, Date G�a _�Z Signature Address �j /,� �� �� City/State Zip Code D�O License# _ I /•v Phone# / State Wide Inspection Services (� 1080 Main Street Fishkill, NY 12524 845 202-7224 Phone 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Service With IntegrityWebsite: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners PO Box 713 4 West Red Oak Lane Rye, NY 10580 White Plains, NY 10604 Located at: 17 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-125 129.25 1.610 Certificate Number: 2022-3516 Building Permit Number: 20-234 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 17 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Third Floor,and Attic were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation, as set forth below,was found to be in compliance on the 5th day of July 2022. Name Quantity Rating Circuit Type Receptacles 73 Receptacle 01 20AMP G FCI 16 Switches 48 Smoke Detectors 03 C/O Smoke Detectors 05 Hood 01 Range 01 Dishwasher 01 Refrigerator 01 Disposal 01 Microwave 01 Luminaires 15 Recessed LED Luminaires 44 Name Quantity Rating Circuit Type LV Under Cabinet Lights 03 HVAC System 01 Service 01 200Amp Meter 01 Panel 01 Disconnect 01 Grounding and bonding of service to current codes. State Wide Inspection Services did not perform a Rough inspection. A Visual inspection and Final inspection were conducted only. u �r Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 � N ►�/I v� w � M� aj Q N V 16 5 m W CIO E- �i W �• o � � �-�, u o � < A r•a U � A 0 Ooo � wOno z � v Q v W w u c U ►-� z � Q O � F C00 w � z F Q Q � a 1.0mm ►� '"� o a z 3 W F ° Or �i oUZ z c C 2, 0 BUILDING DEPART,MENT MAY 11 2021 3D V1LLtE OF RYE BROOK 938 KING S FJZEET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 FAX(914)939-5801 BUILDING DEPARTMENT wwwxvebro.ok.orjZ ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY RP#: 20-234 EP Approval Date: Y 1 2021 Permit Fee: Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,p5-07-21 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. I.Address: 17 Jasmine Lane SBL: 129.25-1-1.61 Zone: PU/ 2.Property owner: SC Rye Brook Partners,LLC Address:SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: _Def11S M_ FO enn 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_El _ .trl .al Cootractor 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 a or me his day of 20 day of 0 Signature of Property Owner S' ature of Applican �.�lL AJO Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 V 9 BUILDING R�nrr NO. TEMPk D TE J�� ZIP CODE_ TOWNSHIP CO STFjE �y.ROAD / 1 f�� ,✓ l/ POLE NUMBER BETWEEN"WHAT TWO CROSS STREETS ISIS PREMISES LOCATED? SECTION .^� OCK / 01l OCCUPANT'S NAME BUILDING OCCUPANCY OV)fNE NAME AN R A HOME TELEPHONE NUMBER `. aA (v Jl CURRENT SUPPLItID BY Ffl M 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. lu 2-FL. La 64 MAT—" 2021 3'FL. VIL GE OF f ZYE BR OK BUIL REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: G lJ' -)4,,p '/00 1001A)7-S 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 O MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ L_" I 1 I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPJ. TION MnBE R NED. NAME OF COMPANY DATE OF APPLIC�►,TION SIGNATE�APPI�I T 7ADDRESS TELEPHONE NO. 7 CRYE ./ • ZIP CODE LICENSE NO.WHEN APPLICABLE C t V ✓7 N � U = > y O00 1 a � a � � w ■ M a N 9 :F m = 8l rA 3 CA ..a tn ed w rn g � coAoca W CSZa 3i pe r h A � CZ, o (, z � Ez. U > c m OEM V aN �- `-� Za w Ems., o ° F• I m Cam. yCaRnv! EVE BUILDI// G DE AR MENT SUN _ 7 2021 VILLtAIrGE OF)I2YE BROOK Ike 31�I 938 KING ET RYE BR'i Qx,NY 10573 VILLAGE OF RYE BROOK (914)93 ��6 8A ,( 939-5801 BUILDING DEPARTMENT vvwwjrRe, do. orp PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: CR O— �37 PP#: O C115 Approval Date: J UN - 8 2021 Permit Fee: $ —7,SORL Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, (O 7 4QQyZ 1 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 lwill be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: � JCS�Mxtle LAN I��+ MkL—CV 0"#fig$ SBL: -H .. 1 Zone: -PUD 2.Proposed Work: S " t 10 3.Property Owner: �C wP&ooi' PAfirtY rs LL.C, Address: 'ZeA T Phone#: Q1LA - :P"'1 - `atj00 Cell#: qly ' 14- c rn6 1 as email:��V�y(o waC�['�Y1Qfo �.Co+'y� 4.Master Plumber: Address: r Lic.#: (O Phone#: 1660 Cell#: email: n4 1 can Company Name:h1&(0,<J"% __ IMbinj. Ak 1,j' X� �ddress: q�} })�T� fot, IN M 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 1st Floor 2nd Floor 31 Floor 41 Floor 51 Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 0 2�� 3/21/19 STATE OF NE+W,,YORK,COUNTY OF WESTCBESTER ) as; P60 ^ J PbY0a ,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 drat(s)he is the legal owner of the property to which this application pertains,or that(s)he is the CenJi 1L4-8-y 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 l �� day of C c ,20"22 0 day of A LL _�( ,20 o�-D Signatu f erty Owner Signatur of li t D L-az� f ' Paul &�eby_as V- Print Name of Property Owner Print Name of Applicant L bb Notary Public 4hratine A Boyd Notary Pu 1' Pubic,Statie'of New York Ala 01906166307 QtoWit>lred in Wtchester county COMMMM Eapilm May 21,2M 2 This application must be properly completed to its entirety and must include the the legal owner(s)Of the subject property, and the applicant of recor(1 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. WENDY J ABBA.GLIATO NOTARY PUBLIC-STATE OF NEW YORK No.0 1 AB6378708 Qualified In Orange County MY Commission Expires 07-30-2022 -2- 121/19 s �' N N — [-• � 3 O c i N N N ac r O ei • ., „ En NO = V V CL a y LI uk cn .. W ' O r- O 3 G -M .- 73 tn —a r � :J Alt Acc sow o 00 1 w Eaa OWN � z t m Q Z N L s s 1 Z r • r.r F- u on 12, -o, c c • CA 0. oil wl w Ls, = ;A a i BUILPIN YkARTMENT p E C IE W E VIL1L E OF RY�� OK 938 KING 47 Vl RYE BItd NY 10573 SEP 9 2020 (914)94 i 39-5801 Nam, VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: /w/}� c Approval Dute:NDV - 2 2O OBP#: �J� MP#:�l04q Application Fee:$ 2J —pib Approval Signature: __ Permit Fees:$ CR04— Disapproved: --- -- -- --- -- Other: - Application dated:_5-3{-t} is hereby made to the Building Inspector ofthe Village of Rye Brook NY tier the issuance ol'a Pennit to install a Fine Suppression System as per detailed statement described Mow. 1. Job Address: 13�;f.���` Low 124 e- «"y-i My Parcel I.D.: jja4.'aS- 1 - 1. G 1 Zone:_ -- 2. Proposed System(Describe system in detail including suppression agent): - 3. Number&'Types of Fire Sprinkler I leads: 4. N.Y State Construction Classification: 5B N.Y.State Use Classification:g,L� 5. Cost of Installation:$ (Cost shall include all labor.materials.fixed equipment.professional Ices.and materials and latx)r which may be donated gratis.) 6. Property Owner. So- 'W e_ brook R r--N�_Z, __Address:g0 Phone#Q 511 R)4C"-Sato Cell# email: Applicant: Mp��� �;r� �}�.�r {,o,r t_ Address: 15 ►r a Vol PCU-k p1aer Mldatm:�(! Phone# ( a-f3ob3 cell# p13-4i412, email: r 1 rsrr,ae,6c7 m�QtL a ern-. Architect/Engineer: 2. W , ��,\���lah� �,l G,Re Address: 5DL9 Moijn%�n=t- c a%a9-ttQ-+ Phone# -3- gao�� Coll General Contractor: Te e l ddress: 3 X)n..rc rwrtcxk ptvex-\uL Pw zjj;ny MI 5�c� Phone Cell# ____ 1 email: -I- 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. S I A I I:Oh NEW YOIZK,COtJNT'Y OP WE;S'I'CI II;S'1'1?IZ ) as: -12 m. -,being duly sworn,deposes and states that he/she is the applicant above named, (print n me 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 LA44 111L RCC _,R&47�10tN 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 betirre me this Sworn to befirre me this day of , 20 day of 31 , 201}_ Signature of Property Owner Signature ut'Applican1t r�ld• 1-4arhy,�o�[L Print Name of Property Owner Print Name ot•Applicant 1101-000, Notary Public Notary Public MMHAEL SILVA NOTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2022 .2- s s 0 ~ f W � w ar%ooO 4 a oLjr) zL Q cc 0 ° a a 1�1 ^ q pp W O o 10 LA Ln Ax w00 co ^ oo o% .�. � 7 0 g w 6 O T - to v M rn E a Q a Z Sox cr G1 0 U rJC V w0, as N 0 �. o z K % u = b - o x a a w41 S M go O >. . �� _ > a 0 A D BUILD DEPARTMENT VIL E OF RYE*OOK APR 11 2022 938 KING ET RYE BROo*,NY 10573 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONIING EQUIPMENT FOR OFFICE USE ONLY: PERMIT 4�1 Approval Date: APR 1 1 �022 Permit Fee: $ lox Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)& Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/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. nAn Application dated, i J is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. QQ 1,, Address: r' �'( '� 1L,4A C SBL: (J I ; J S I'I.1D)Zone: r f PV �. Property Owner: < F Y Y6 e K Address: Phone#: Cell#: email: 3. Contractor:_-10 Address: r a DO1l 3 S q f bt� 1•Qr� �!�/ ��Sy"1 Phone#: Cell#: email: NWI.-p 4 t-1 �C• ir1 4. Applicant: 41 ) y1 ex t✓S Address: Phone#: 101, '�q t.B"I? 3 Cell#: email: 5. Scope of Work:New Installation( •Replacement( )•Removal( )•Other( ): 6. List Equipment: f;C T-,/J yt 4 c Cot% 7. Location of Equipment: 4,1. 8. Method of Installation/Removal(list all uipment needed to perform job): / �J e k, 4P 41 � s t 8/12/2021 STATE OF NEW IM COUNTY OF WESTCHESTER ) as: M ,being duly swots,deposes and states that he/she is the applicant above named, (print name of inhividual signing as the applicant) and further stat s 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 ar ct,contractor,agent,attorney,etc.) That all stateilents 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 r. 1 day of ,20 day of 20D J Signature of Property Owner Sign of Applicant Print Name of Property Owner Pr in Name oTant Notary Public otary Public 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. - VICTORIA LYNNE SCHREMER Notary Public-state of New York N0.OISC6427514 - Qualified in Ulster County My Commission Expires Dec 27, 2025 2 8/12/2021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EA Up 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.0 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 California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J 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 Illustrations and pnotographs are arty representative • High temperature limit control prevents overheating Some product models may vary. • Direct ignition with Silicon Nitride ignitor • High ual ty,corrosion-resistant, prepainted steel cabinet 1 WARNING EASIUR TO INSTALL AND SERVICE • Direct vent(2-pipe),single-pipe venting or ventilated combustion Failure to follow this warming 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 Is • Innovative knobs for easy door removal and secure installed. Failure to follow this warming could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflow!downflow/horizontal (left/right) installation R oEs i eti • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal applications with accessory (order separately) 7-- " ""F" "'j° • Concentric vent available T45NODFL cFRT • Self diagnostics with super bright LED ND • Slide out heat exchanger and blower assembly ENE--- _1 LIMITED WARRANTY • 78% en Aire 97% �� • 20 heat exchanger limited warranty • 5 year parts limited warranty With timely registration, an additional 5 year parts limited , CERTIFIED warranty • For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Ua•or a'•µpi C�afiimll TM Mara•' a manuMokaara paracpatgn n Ma program For other applications. ., go to—ah-We+M org Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow @.5 in.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) 9 0261408 40,0 00 96.0% 95.0% 400-775 35 x 14-3/1 x 29-1/2(889 x 361 x 750) 1 (54) 9 0401410 Z,000 96.0% 95.0 625.905 35 x 1 - 16 x 29-1/2(889 x 361 x 750) 1 ) N9 040171 40.000 96.0% 95.0 650-1050 35 x 1 - x 29-1/2 889 x 445 x 750) 1 VTIT— N9MSE0601410A 60.000 95. 9 .0% 6 5-1130 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 127 57 N9 SE0601714A 60,000 96.0% 95.0% 650-1420 35 x 1 -1/2 x 29-1/2(889 x 445 x 750) 144(65 N9 0801716 80.000 % 1 -1 x /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( 3) N9MSE1002114 100.000 96. 915-1545 35 x 21 x 29-1/2(889 x 533 x 750) 169 76 N9 1002120 1o0,000 96.0 95. 13 -2 x 21 x 29-1/2(889 x 533 x 750) 169(76) N9 S 1202420A 1 120.000 1 96.0% 95. 1320- 10 x 4-1 x -1/ x 622 x 70T 186(84) N9 1402420 140,000 1 96. 94.4% 1290- 0 x -1 2 x 2 -1,2 889 x x ) 190(86) Specifications are subject to change rrttnout notice 440 11 4403 05 1 2/3/18 i NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz '•- REFRIGERATION CIRCUIT a� • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE jai • 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 • 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 protection LIMITED WARRANTY* r, E has an °� se°�ENERGY T t e� � • 5 year compressor limited warranty , matdcd W" apprupnde Cal oompv,w Huwever proper refngerant dw W and proper,ar flow are _,tf l • 5 year parts limited warranty (includingcompressorto ac h eve ral°° caoac and e y fttxtl ton ot Y Pa ty and "trs product should"Icm the manuractioers refngeraN coil) dwrgng and air flow insttW;om Fwdure to oordrn proper dwr9e and ahllow nay red"enegy eMaefwy -With timely registration, an additional 5 year parts limited and shorten equipment kfe warranty (including compressor and coil) IfFor owner occupied, residential applications only. See warranty certificate for complete details and �` US CERTIFIED restrictions, including warranty for other applications. LISTED Use of the AHRi Certified TM Man, vacates a manufacturer's participation n the program For vefacabon of canIftation for,ncy cif a'oroducl5 go to www ahnarectory 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 Ibs.(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) NXA630GKA 2' , 30,000 16.8 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (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';z 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 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/127) $Dec,hcahons subject to change wthout nonce 421 11 6201 05 5/17/19 R CC ENE VC014 �Ghester 1 AUG 13 2021 «z g� s VILLAGE OF RYE BROOK George Latimer BUILDING DEPARTMENT County Executive sherlita amkvr,Jill Conunissiuner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13341-21-DCDA Application for Backflow Prevention Device Kingfield Development 17 Jasmine 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: https://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. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlowt�westchestergov.com . Respectfully, QW Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg., Insp. — Rye Brook✓ File 0itE RER ILE Department of Health 25:Moore Avenue \hunt. Kisco. NY 10519 Teh-phone: (91 1)S61-21)(; Fax: (91 I)r 1:3-1691 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. 13341-21-DCDA Facility: Kingfield Development City, Village, Town: County: 17 Jasmine Lane Rye Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One 1 —2 inch Wilkins 950XLTDABF (DCDA) Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY 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 AT .. ..l;C:..,J L.....LlI..... .. a a_ a__a L_ L_.._ Lt_i.n_.__ _ I A a celtllled back"low prevention device tester lest the above back- low 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"reyistered_in'tfie 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 Representativ ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: DATE: August 2, 2021 Delroy I aylo , P.E. Assistant Commissioner l NEW YORK STATE DEPARTMENT OF HEALTH Bureau of StPublic Water Supply a-coririg'Pmr,Ro Report on Test and Maintenance Empve State?laze-Corning Tower Room T t 10 Albany,NV,2237 of Backflow Prevention Device Please use a saparate forth for each device. For the year I >Inftial W, •Comniefa entire roan � I Annuat test-Complete Part A only Pubilc Water Supply 'So cc c County Bl I Axounl No, mock Lot ya o ��ctitesk�' t Facility Name K1IN q-f,e a Lacadon of Device l7U D^ �iCye ckc� F-A- Address street city i DDCv evic ation Manufacturer Type RPZ Model Size(in inches) Serial Number, `/lil�.enS 450x1��FZ�r �'i C753� Check Valve No-t Cfwrrk Valle No.2 DttibtentW Pressure Relief Line Pressurs—1ga--pai Vgtve Tee Leaked Lsaki Q Date Opened at psid before C40Wd t11ght Closed fight._[__ ri `1 ) �i H repair Pressure drop across first check valve N M D Y psid Describe MPIWS and Repaired by aw"rtau Name user! Lic# Date repaired: m m M D Y Frostiest Closed fight ��� Closed tight � Opened at psid Cave o � 79 Pressure Drop across first 3 M/A N, D Y Check valve � 1 psid Water Meter Number Meter Reading Type of Service:(check one) _J 9 Domestic i; 9 Fire 9 Other Remarks(Describe Celkienaee:bypassas,GlAots before the device,connections between the device and paint of entry,missing or inadequate airpaps,etc.) Certificaotm:This device \ meets, L 1 does NUT meet,the requirements of an a to le contal t device at theme of testing I hereby tftZ forago:nrg data to be correct Pont Narr.b Certified Tosta Nc. Evirutio n Data Property owners(or gwnepe agent)08rUTiiation that lest was pe►fomtet r,4 0A XT — Pnm roams T'9i a �, Telephone Certification that installation Is In accordance with the approved plans. fro be Compieiee by the design anglmor or euchitect ur,eater s"Aer-) t hereb -wltif'that this instaffa cin is in accordance with the approved plans Name Russell Palucci Tide En,ineer Daft Z NYS DOH Log A License Number 78721-1 Phone(845 )337-6040 m d y 73 DQt Repreaenting nme olutfcns, LLC Gon--suTlog nglneers Describe R OXX Address 140 Princeton Drtve City Shelton State CT zip 06484 signs ure ' J U L 2 7 2022 L J CITE-3and an eomp sa copy to a» yn o heart parvn■ni nwezonturva ane ono Dopy to IAa water sup ynt i72ri a fro ny aov+ne. hams owner and warty wPPitor immedtatety if devtcc fafis"ar.d ropairc tartnat immodlaidy iW mad 9 DOFL. 1013(9191) BUILDING DEPAP.TMFNT I ee�ttt�as�eeieee■ut.■■tttoneei i e 17 Jasmine Lane Rye Brook NY , os JUL 2 7 2022 J VILLAGE OF RYE BROOK 2015 I ECC Energy _ BUILDING ^Epp,r�-;��ENT _.. Efficiency Certificate Above-Grade Wail 19.00 Below-Grade Wall 14,00 Floor 30.00 Ceiling / Roof 39.00 Ductwork (unconditioned spaces): P_� _ Window 0.29 0.30 Door 0.30 0.30 'Hosting&Cooling Equipment EMciency Heating System: r1e,W MSElM212QA 95 5`6 Cooling System: ►4o++ ton NN U649CAA 16 SUER Water Heater: Mold VSCE32 119R 119 Gawn Ebcsnc Name: Jobe Leonard Date: tc, Comments 1 Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti Address: 100 Mill Plain Rd Credentials: BPI Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 3796-17 Jasmine LN Rye Brook NY Name: Address: 17 Jasmine Lane Address: 17 Jasmine Lane Rye Brook, NY Rye Brook, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.25 ACH5O Leakage Target: 3.00 ACH5O Compliance with Leakage Target: Pass Test ID: 3796-17 JASMINE LN Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,216.3 (+/- 1.4%) Effective Leakage Area: 84.0 in Building Volume: 32,436.0 ft3 Enclosure Surface Area: 3,447.0 ft2 Coefficient (C): 136.3 (+/- 9.7%) Exponent (n): 0.560 (+/- 0.027) Correlation Coefficient: 0.99882 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 74 °F Post Indoor Temp: 74 °F Pre Outdoor Temp: 83 °F Post Outdoor Temp: 84 °F Altitude: 100.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-07-22 09:17:14 2000 • Depressurize — E 1 a� 800 700 600 a 500 400 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) a Envelope Leakage Test Test Readings: Target (Pa). Bldg_(Pa). Adj Bldg-(Pa). Fan (Pa). Flow (cfm). Config Baseline 1.1 -60.0 -56.8 -57.2 -52.4 1,310.4 Ring A -54.0 -51.7 -52.2 -45.4 1,221.4 Ring A -48.0 -46.4 -46.8 -40.8 1,159.3 Ring A -42.0 -40.1 -40.5 -34.1 1,063.0 Ring A -36.0 -34.7 -35.1 -28.0 965.3 Ring A -30.0 -26.6 -27.0 -206.8 851.7 Ring B -24.0 -24.0 -24.4 -189.2 815.0 Ring B -18.0 -18.2 -18.6 -134.5 688.3 Ring B Baseline -0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: )F CIASBL L Z 7 •Z�— �0 Zone:_7-� Use: 2 Const.Type:�- Other. Submittal Date: 7i4.( 2 Revisions Submittal Dates: Applicant Nature of Work Gtl Reviews:ZBA: N O V - 2 2020 PB: BOT: Other. �K ( O BP- FEES:Filing. ?S- BP: t I � 3 C/O:. Z, ODJ — ( ) (�APP: Dated: ✓ Notarized: ✓ SBL: ✓ Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt: Tree Plan Other. ( ) ( ) SURVEY:Dated: Current Archival: Sealed: Unacceptable: ( ) ( PLANS:Date Stamped Sealed `" Copies: --Z- Electronic. Other. (� ( ) License: Workers Comp: Liability. Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (•� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. (� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. (��( ) PLUMBING Plans: Permit Nat. Gas: LP Gas: N/A/: Other. (•)/ ( ) FIRE SUPPRESSION:Plans: Permit N/A: Other. (� O H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval• notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval:- notes:REQUIRED EX=NG PROPOSED NOTES APPROVED Ate: Date;_NOV - 2 20fl Circle: Fron�taQe: Front ErQ= Sides: RAW Main Cov Arcs,Cov Ft.H/Sb: Sd.H/Sb: -GEA: Tor-Imp: a-Imp: HHci /Stories: notes: Residential Building Permit Fee Work Sheet Permit##: Date Issued: SSBL: Zone: Address: 1 ,)A-Q'--1 k Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I 5.00/$1,000.00 Basement Sq, Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= -1 S Z sq.ft. x $65.00 = $ S 1 '04ibJ/ . z$I5.00/$I,000.00 = $ `Z'7Z ° P Fl. = Z t S '1 sq. ft. x $225.00= $ �J' S 3 Z E z$I5.00/$I,000.00 = $ 7 Z.Z T 2nd Fl. = 110,0 ( sq.ft. x $225.00 = $ Z2 'L'L S'. x$I5.00/$I,000.00= $ 33?eb , 33) Attic= _fil" sq.ft. x $225.00= $ x$I5.00/$I,000.00= $ + 10' Total Sq.Ft. = 35 S sq. ft. Total Cost= $ 7 0 Z i O3 D. Total B.P.Fee= $ t 14 30 `L4 ° Includes Attached Garage if Applicable. Total Amount Paid = $ 06— [ ♦ L �'{Io Total Amount Due= $ NOV - 2 2020 , Date: Signed �� This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: aQ/f n1 S W.C LL-.— C�D 2i�T5�1 /7�S�L ti L'! �1 P� Subject Property: 17 VQSyn1 n e [_.0 L e_ SBL: lag a54"1.�p�`Zone: _FJ._Jp Please take notice that the subject; E�One or Two Family; ❑ Commercial, EJ New Structure D ❑ Addition to an Existing Structure L� V ❑ Rehabilitation to an Existing Structure FEP 2 4 2020 ' to be constructed or performed at the subject property will utilize; VILLAGE OF RYE BROOK BUILDING DEPARTMENT ff Truss Type Construction(TT) C�Prc-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders & Beams (F) ❑ Roof Framing(R) la"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§ti64 for Commercial Buildings, and NYCRR§1x65 for One&Two Family Dwellings. q)?_4 I zjo- P,-- a--_..- Date Design al °►12�1� Date Pro �r/a- yZ.;1-o Date Kaary Public (7) ChriW=A Boyd Notary> Saw ati lww Ybdt Na 01111061"W Qvd"in vinkhe r casty Cotamirioo Expim Ift 21.,M 9•-0.0C3 CERTIFICATE OF LIABILITY INSURANCE r" �� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT al NAME. AOn Risk Services Northeast, Inc. (866) 283-7122 y Boston MA Office AG No.EXt): pC No): (800) 363-0105 53 State Street E-MAIL a Suite 2201 ADDRESS: O Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIL a INSURED INSURER A: Navigators Insurance CO 42307 SC Rye Brook Partners, LLC INSURERB: Guideone National insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity 6 Liability Company 38318 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSIR LTR TYPE OF INSURANCE ODD WVD POUBRI LICY NUMBER MN DO YYYY MM DD,YYrn LIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S5,000,000 CLAIMS-MADE ❑X OCCUR PREMISES Ea occurrence S100,000 MED EXP tAny one person) EXC1 uded PERSONAL 6 ADV INJURY S5,000,006 GENT AGGREGATE LIMITAPPLIES PER GENERAL AGGREGATE 55,000,000JECT M PRO- tX�_i: POLICY X PRO- LOC PRODUCTS-COMP/OP AGG S510001000 OTHER 8 r AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT n ANY AUTO BODILY INJURY(Pe,person 1 Z OWNED SCHEDULED BODILY INJURY(Per wadent) y AUTOS ONLY AUTOS PROPERTY DAMAGE HIRED AUTOS NON-OWNED ONLY AUTOS ONLY IPer accident U c 1 0579693201 06/3 011101/ 021 EACH OCCURRENCE L) LIBa3RElu LIAR occuR X EXCESS LIAB CLAMIS-MADE AGGREGATE S5,000,000 DED RETENTION WORKERS COMPENSATION AND PER STATUTE I OTH. EMPLOYERS'LIABILITY Y/N A ER ANY PROPRIETOR r PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICEA'MEMBER EXCLUDED' �N/A (Vwxis v M We E.L.DISEASE-EA EMPLOYEE n yyssss desrn6e'Oder DE SCR(PTX)N OF OPERATIONS bebw E.l.DISEASE POLICY LMMT DESCRIPTION OF OPERATIONS/LOCATIONS;VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more apace Is requMW) TJ �1 a� �7 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. village Of Rye Brook AUTHORIZED REPRESENTATIVE 938 King street 1117 Rye Brook NY 10573 USA cXLOfi �`��GtGNG cJ6'../.IfL'fGd C//OEN�ess.� ✓sJGI =� Oc 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partners,LLC From:The Village of Rye Brook NY 1100 King St Ste 1 l4 Rye Brook,NY 10573-1057 PHONE:914-401-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that 1 understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. HERE Signature: ,u Date: /:7.ZoLD zlenipti40A*e lumber n a ved t � � Mai � 020 224 NYS Worke ~ nsation.Board CF-200 olnols '`��"� CERTIFICATE OF LIABILITY INSURANCE DAT04/1ar'020 ) 04/1312020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O. BOX 328 A CNNo Exe:888-333-4949 FAX No):507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURERS AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS _LM X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 PREMISES Ea occurrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL a ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000 000 X POLICY ❑JEC ❑LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 a ccI en X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED B AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED AUTOS ONLY PROPERTY DAMAGE Per acciden X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X PER STATUTE OTH- Y/N ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD IWorkers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 1c. NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN,CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to ld. Federal Employer Identification Number of Insured or Social Security certain locations to New York State.i.e.,a Wrap-Up Policy) Number 04-3814418 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St 3b.Policy Number of Entity Listed in Box"1a" Rye Brook NY 10573-1226 6042338 3c Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) X all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"T' insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. ;These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov L CERTIFICATE OF LIABILITY INSURANCE DATEIMM/DD"YYYI 2/1/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT OTT AGENCY NAME a °NNo EXt (845) 895-8873 PO Box 659 we No Wallkill, NY 12589 ADDRESS ottins2001@yahoo.com INSURERIS) AFFORDING COVERAGE NAIL■ INSURERA Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER C 7 Ohara Rd INSURER D Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS NSR U POLICY El7__P7CFff7-FW LTR TYPE OF INSURANCE INS wvD I POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 1,000,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 500 .000 A X X MPU7919F 1/21/2022 1/21/2023 IVIED EXP(Any one Person) S 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE s 2,000,000 POLICY 7 PRO- I�I JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY ANYAUTO Ea accident) $ 1,000,000 OWNED SCHEDULED B1U7 919E 1/21/2022 1/21/2023 BODILY INJURY(Per person) $ B AUTOS ONLY X AUTOS BODILY INJURY(Per accident) S X HIRED NON-OWNED AUTOS ONLY X AUTOS ONLY Per accitlenl $ $ X UMBRELLA LIAR X OCCUR B EXCESS LIAB CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE s 5,000,000 DED RETENTION s WORKERS COMPENSATION $ AND EMPLOYERS'LIABILITY STATUTE ER JANY,,IROPRIET.FR/PARTNER/EXECUTIVEY/N WCU7919F 1/21/2022 1/21/2023 B OFFER/MEMBH) EXCLUDED? N/A E L EACH ACCIDENT $ 1,000,000 (Maes desiory ri e u E L DISEASE-EA EMPLOYE $ 1,000,0 00 If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT S 1,000 ,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Addltloral Remarks Schedule.may De atacned if more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING STREET THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE � ©1988-2015 ACORD CORPORATION All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD YORYEW ORK ' Workers' CERTIFICATE OF -- rE I Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 203-223-6700 TOTAL COMFORT INC PO BOX 359 1c.NYS Unemployment Insurance Employer Registration Number of 7 OHARA RD Insured MILTON,NY 12547 Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b. Policy Number of Entity Listed in Box 1 a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c. Policy effective period nv91/91`199 to nvw�ms 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) QX all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by WILLIAM C OTT (Print name,of authorized representative or licensed agent of insurance carrier) Approved by: /�✓� Cc�f'i�� `t (Signature) (Dale) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT DE CLUSTER SS VV SEP INTERNATIONAL DRIVE z � 2020 VILLAGE� RYE BROOK, NEW YORK BUILDING �RYE B� OEP �OK ARTMENT SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 ropy NYS Uniform Fire Prevention A Uniform Building Code: - 2020 Building Code of New York State 2020 Residential Code of New York State 2020 Fire Code of New York State _ - - 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State - - 2020 Mechanical Code of New York State - -- --- - 2020 Fuel Gas Code of New York StateF1M LIM MM ® rri 2020 National Electrical CodeLLJ fl - __ 2017 ICC 117.1 Accessible & Usable Building and Facilities1-7 - -- UIE�22 Project Criteria: Use Group: R-2 17 JASMINE LANE 15 JASMINE LANE 13 JASMINE LANE Construction Type: 5B Area: 10,274 sq.ft. Volume: 90,141 cu.ft. AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION 7 Thurston Avenue Structural Consultant PERMIT# Newport, RI 02840 Camera/O'neill Engineers .. SBL# �► C C� C THIS BUiLDINC MUST BE POSTED CordtsenDesign.com 117 Black Pont Lane Portsmouth, RI 02871 DATE APPR NOV 2 2020_ WITH A PERMANENT CONSTRUCTION FINISHED EASEMENT NOT O 401.619.4689 - TYPE IDENTIFICATION SIGN;, APPROVED FOR USE AS A MEPBzP Consultant �r SEPARATE APARTMENT OR R.W. Sullivan Engineering — DWELLING UNIT 529 Main Street#203 BUILDING INSPEC O ge of Rye Brook,NY FR I C O R D T S E N Boston, MA 02129 PRIOR TO THE ISSUANCE OF A C/O, D E S I G N AS REQUIRED 8Y NY STATE LAW. ARCHITECTURE FLI 313.17 G 312.42 G 311.25 G 311.83 FLI 307.67 G 306.92 52 54 53 C 1 55 FLI 297.17 FLI 301.67 G 300.92 G 305.75 G 306.33 42 � FLI 292.67 FLI 294.67 G 296. G 299.75 C'�'� O 57 56 C� C2 A 25 SIGNAGE: FLI 291.67 W/O G 293.33 23 XI- SALES OFFICE 4 W/O G 291.92 61 60 9 C C2 X2-SALES PARKING G 290.92 59 19 21 X3-SALES PARKING a 62 A 17 OUSTER w X4-SALES PARKING+ 63 DR CZ 15 X5-SALES PARKING+ 64 BR 11 13 CLUSTER X W z°C �N E X6-DO NOT ENTER 9 v,_ m o X7-DO NOT ENTER 7 Q'- rn. D L 5 CLUSTER Y `ANE Gu+U � 3 CLUSTERI EYSUCKLE n ncpu, of C O � �o c v 1 CLUSTER AA NON C 19 Y L O U x t 3 FLI 313.17 tJ c, a C CLUSTER BB v 17 Z R 32 G 312.42 0 ^Z v CLUSTER FL1305.67 Z , Q gate to be c 0 15 B L 50 G 304.92 locked at all hall it k to n r `�'+ C 15 ZL 31 FL1312.17 times 22 � m 18' FLI 294.67 70 M chainlink fence 51 B R O � 13 Y R O G 311.42 n gate n 27 79 G 293.33 D 3 ( C a �� 20 c N B L F 1 .67 � O B R LA 3 .92 13 49 G 305.92 n * f FL1293.67 C2 Z c 11 ZL 29 FL1311.17 a W/O Z 20 - m 9 G 310.42 G 292.92 46 C 1 Z R 2s � n 48 FL1306.67 D E 25 CZ 81 G 294.33 305.92 n O N 11 A G 305.92 D FLI 294.67 DR 18 m rn m c 7 YL 27 FL1310.17 W/O 18 O `^ r 82 FL1 295.67 1 306.67 A A r C 1 G 305.92 m G 309.42 G 293.92 84 7 N 23 A G 294.33 305.92 45 "� 47 � 5 Z R 26 - Z 9 n 7- BR m N m Z 305.92 C2 16 D R LI 309.17 C 1 G 294.92 �. v O 3 25 FG 308.42 `n FLIW/o 05.67 16 O Z 21 O a qp O G 304.42 G 1 YR 24 0 G 294.92 86 M Q. 7 CZ A j 6 14 note: LU FLI 305.17 maintain entire length of r FLI 296.67 n O C 1 A 42 G 304.42 international drive free B I m 19 B L O G 295.92 304 92 � N 5 from dirt&debris at all BOA FL1296.17 L :', O G 295042 87 14 A 4 m times /0\A ore Z 04 A 12 � A i G 303.83 Ge �\�\�e<, Q n 1 305.67 304.33 39 O / C 1 q1 note: \roc ��Ge o� J N r 3 NO TRESPASSING �,� <�0 O\�`(. CL `^+ 88 G 297.42 C`, signs on all gates `ea o c L1J _0 91 r" O C2 ® G6 r� e,c ��o NOTE: H C FLI 297.67 DR 70 17 10 ti 5 .a JG FOR DIAGRAMMATIC PURPOSES sales FF 306.50 O / 5 W/O 12 4.33 O parking GSF ,l �e o��� ONLY. REFER TO CIVIL N G 296.92 FLI 298.17 -J DRAWINGS FOR ALL RELATED 89 G 297.42 (� SITE WORK. Q 0 G 15 A `s, A directional � ) N, const.sign LEGEND: D O FL]288.17 9 G �0 G 297.42 p L g ® A 1 B "A"UNIT !- } / O B L 10 G C 1 90 FL 303.67 37 D -10 O © BL-"B LEFT"UNIT W Q G 297.42 O G 2.92 '�' CI- "C"UNIT,MASTER UP N- 0 G 13 O C2-"C"UNIT,MASTER DOWN = Z V) DR-"D RIGHT"UNIT r c� 6 9� DL-"D LEFT"UNIT O_ V L 94 G 296.42 nI a. C� F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT W J 93 DR 8 a'� �,1 <1sf YL-"Y LEFT"UNIT N Q Q ►w- FL1 298.17 11 C2 7� 70 36 1 O1 ZR-"Z RIGHT"UNIT w U Q 'A FL 1 303.17 W/p FLI 297.17 � 1O 4 O ZL-"Z LEFT"UNIT G 297.42 95 G 296.42 OOo 301.42 A +stop sign C 1 G 302.42 O W/O-WALKOUT b 27 O 2 OC 1 O O11c, 9 G 295.83 F L 1 302.17 2 +stop sign flag + G 302.42 97 lG k G 300.83 C2 9 F A O G 296.42 ��qo ✓ i_ C 1 9b 34 © `.�, O 25 FLI 302.67 G 300.83 F r C 1 G 301.92 A 4 �� s 7 ® 18 C` o � �GJ' '9 O FLI 297.17 98 �'' G 293.42 C 1 �sT11 l 9 23 a W/O 2 100 +stop si 'Pg 'b G 295.83 CZ 2 FLI 294.17 ©7 O 16 BL 99 y 5 C2 G 293.42 A 21 y 101 G 302.42 O 14 C`G sr 1 1 G 300.92 c W Q G 295.83 3 A G 292.83 C2 ��O O >_ FLI 303.17 ` C' G 302.42 19 C 1 FLI 301.67 > �. Q Cl 10 oe O 12 G 300.92 �` O C` A 1 16'x50' F,p�� �\c��e G 302.42 C 1 � Al2 anti-tracking 1 �c x > z O G 300.33 W G 289.42 Pad j Oco 8 10 O1G 17 ' /t 103 j\ ecOe G 301.92 A `fc�° C 1 13 VQJ 18' FL1W/o 17 C 1 \\ gate o\c�r�� G 289.83 past rail fence FLI 302.67 O (� 8 15 �` O G 289.42 8 pr 78 FLI 291.17 G 301.33 CZ O L G 288.83 104 A G 289.83 10 0 J •W gate for construction C 1 1 q G 298.42 6 entrance 8.exit to be 15 77 G 289.83 13 C 1 b. u T11 >FL1V2 0.67 105 C2 �� unlocked&open during VJ FLI 291.67 G 287.92 JS'�' construction activity only. 13 A 76 G 290.92 FLI 299,17 � at all other times this gate C 1 15 G 298.42 109 g 4 must be closed&locked A CeGsr 72 < 11 ca D L � F'f',f� 11 G 291.83 n� G`,A G 297.83 z � FLI 293.17 7 o OJ 0 G 291.83 7 C 1 16 2 411- G P� 7 9 70 G 292.42 FLI 294.67 �� G\J`' -k ��Q- blacktop,-/ 69 G 293.92 'oco 9 O G�JS 5 CZ 106 CZ�sIFR/ 7 C 1 68 66 lavender lone to 0 IV*0 A 107 G 289.42 P A C 1 O be paved 2nd 17 G 297.83 � O M R O S 5 BR week of 9/20 7 C2 3 FLI 290.17 F r GGCG C 1 G 289042 12 CIUSrF l /V F C(USR GG 3 1 18 FG 297.83 l 08 R✓✓ C R' r 5 A 6 G 288.83 C 1 10 f LISTER G 298.42 D R 75 A 8 ccUSTFRtiN � O C 1 19 G 290 0 CZ 7 6 STER 6 110 .33 FLI o FLI 291.67 73 fp CLUSTER DD 21 C 1 O 113 20 FLI 299.67 yy/p 4 G 298.42 G G 287.92 B R 2 � � G 298.92 I: G 290.92 G 290.92 71 A 4 D R R 11 DL FL1299.17 22 1 FLI 293.67 BR G 290 O W/O 67 65 C2 2 E G 292.92 FLI 294.67 FLI 295.67 23 a W/O G 298.42 G 293.92 W/O G 294.92 0 a UNIT G2 MD LEFT UNIT A UNIT GI MU RI O HT CONSULTING ENGINEERS Structural Engineering-Design PROVIDE 05 BAR5 AT 24'O.G. 1%7 Black Point Lane K5 BARS o VERTICALLY d HORIZONTALLY mout I'-4■ I'-4° I'-4' I CENTERED ON WALL.PROVIDE I �e�p■trip Port4 9�o�en b'-10' 12'-4' 12'-4° �VOWELS INTO FT6.TO 12"REINF.THICK GONG.FT6. ���� oi.y7a.a 83 MATCH VET.REINF. W/ 12'O.G.E.W.,BOT. 15'-•414° 4 F NEW),, 50.1 ��P V 9,f, 3'-2' Y-2' 3'-2• I COORDINATE I �� GONG.FT6.REINF.W/#4 CONC.FT6.REINF.H/•4 �'_4. AND DRAINA6EI W w Z Z w d o E� BARS O 12 OG.E1^l,BOT. - BARS O 12 O.G.EA,BOT. -` � � 12'THICK GONG.FT6. p I I I I O I -1 -------- --- ARGHL DW55. 14' tny�� 61 �� H Q o a REINF.W/05 BARS® i 1 1 O «0,9 _l) O W U o 0 12'O.G.E.W,BOT. L---J --- PROVIDE 4 INSTALL • L---J oc0U+ 0 E po 10 DIA.REINFORCED 5" I I I SIMPSON ABU44 OR ABUbb 1 �rStON 0 ,•. ",O q v (� 50WTME PIER,TYP. IL 5.k 1 T.O.WALL 1 STANDOFF BASE 4 FASTEN I'-4' _ 3 " (BA.F.MIN.3'-b' 4 I-4 U s t 3 50.1 i 1 [COORD.W/ ;. I TO CONG.W/%"DIA. Z U BELOW GRADE) : ARGH'L] m EPDXIED THREADED S0.1 ---[l---10-1O•]-------- - -- -- ------------- ----------- ---- ( ib'-I' ( .ta ANCHOR ROD(6'EMBED) 1 ` r , C.00RD.W/ARGHL I I'-�," 77 GONG.FT6.REINF.W/>t4-'"� FT6.REINF.WJ a4 ------ ---- -------- ---- ------------ --- I BARS012'O.G.El^L,BOT. \ - - BARS012 OL.E1^I.,BOT. - '• r' � l�; l 4 � I % T.O.wAlt. PROVIDE d INSTALL BEAM r QJL O OT.o.wALI o BEAM I : I I I 12•THICK cone.FT6. POCKET AND P.T.BEARIN6 N ::. - REINF.W/45 BARSPOCKET PLATE TO AGGOM40DATE --- --- ---- I -- J12'O.G.E.H.,BOT. BEAM.PROTECT O 1 r 5 3'_y3-2 10'DIA.REINFORCEDTO.WALL O WINDOW '' `P sr 1 I UNTREATED LUMBER WITH _ I 1 .r 50.1 5ONOTUBE PIER,TYP.BUILDING FELT,TYP. I [GOORD.W/ARGHL] T.O.WALL II TA.WALL O WINDOW -, f-O,-S►� { 5 5 (B.O.F.MIN.3'-b'BELOW r . r i LGOORD W/ [COORD.W/ARGHtI 4• I I 1 L-- --------- - -- ------GRADE) ------------------------ --------- - - --- { ARCHL I Y 1 ... COORDINATE I I I T.O.WALL ( I PROVIDEM4x48" L -- ---- ----- -, r -------- --------------- -------- -------- I 1 4 { WATERPROOFING I I [-0'-5►','] IA60NAL REBAR -10'-10'] 1 • I ARCHL DAND W55 LIB -J L- ] I I AT RE-ENTRANT AD.IAGENT TA.WALL T.O.WALL I I = SLAB CORNERS. T.O.WALL I I O BEAM 1 I UNIT tD --^- Ib'-101s' 3'-65' 14'-IIYi I T.O.SLAB [ 4] Q { I FOUNDATION r POCKET I 1 _ HORIZONTALLY I T.O.WALL `{ PROM ti5 BARS AT 24 O.G. 1 I ELEV.-9'-6° T.O.TA.WALL { O O [-2'-3�,] � TA.WALL®WINDOW GENnG ON WALLPROVIDE 1 1: I 1 I 0 BEAM.OWit KETacj I I _ r' [GOORD.W/ARGHL] I (GOORD.w • 1 w ' O BEAM POCKET ARGHL] { 05 DOWEL INTO FT6.TO MATCH { I I SLAB DETAIL 1 I 10 WALL PROVIDE d INSTALL y1 I N VERT.REINF. 1 PROVIDE d INSTALL N I. I ' "SPRINGFIELD"GAP AND -- COORDINATE I § Z GAP AND BASE PLATES I I 50.1 OI I'-10'FT6. BASE PLATES AT ALL WATERPROOFIN6 I I AT ALL COLUMNS,TYP. 1 I LALLY COLUMNS,TYP. I I AND DRAINAGE W/ YF 1 { Y - f- -1 5•�,Ups.• OI I I sra ARGHL DWG. I i > �{ € _ w 5 ( I I 1 3 I 1 I N 4tlSLAB-ON-6RADE• I I •-- ---• 50.1 I { 1 502 to SEE DETAIL 1 ��` 5 r PROVIDE t I TALL 1�' L- � I I 50.2 I ;, I k. PROVIDE d INSTALL MY GAP AND 50.1 ••'. 1^ PROVIDE�5 BARS AT 24'O 1 1 ISPRIN6FI °GAP AND 1 I'-10' 12'-by.' I T.O.WALL GBASE IA�N5,TTYATESP.BASE PPLLATTE5.HSSI Io CE NTERED oN�ZPPRROVID 1 I BASE AT ALL 3'-Tdb' 14'-10�6' i I [-O'-�',') SHALL SUBMITTED W/STEEL i 1 O 65 DOWELS INTO FT6.TO MATCH LALLY ,TYP. r -, 1 I SHOP DRAWIN65 T.O.WALL I u; VERT.REINF. 10►iAt1 1 1 I r---- O BEAM {Q 12'THICK GONG.FT6. aj 1 „ I I I I POCKET REINF.W/a4 BAR5 o Z - I 10 WALL • 1'-10'FT6. i I 'I` T.O.SLAB I'-10°FT6. I 14 L'gLLY r- I .+ 1 V ELEV. ,-6• I �•• i [-1'�a►',9 1 I 12 O.G.E.W.,BOT. Q 0 L - J I I I I THICKENED SLAB. 1 '. 1 I 1 I [B.O.F.MIN 3'-b' �- O • I T.O.SLAB SEE DETAIL I 1 1 SLAB DETAIL y ---Fg I 1- BELOW GRADE] z N i I EL 3 I I I 1 50.1 ': I O •� j+ I 4'SLAB-0ON 18-OYi ,. 6'WAU. iv F--- O 50.1 I I I I T;^3 I T.O.WALL ` I SLAB DETAIL . I' { 1 I I O I 1 O BEAM POCKET SEE DETAIL '' 1 b Q 4.- SLAB #4x4b" I I O 50.I T.O.WALL TYP 1 Q O 50.1 DIAGONAL REBAR a• I I I-0'-�4 J I p Z Z 1l_ 1 AT RE-ENTRANT 1 I I PROVIDE ELEVATOR PIT 3 1 ' r PROVIDE CONT.04 B N N 1 { SLAB CORNERS. tb I I Q -' I ( 6.STEPS W/ '-0• FOR ELEVATOR OPTION 1 Z O 1 ;• i 4 NORMAL.WT.GONC.A T.O.WALL O T.O.WALL i ��• 1 I I TA.WALL It ELEV TOR OPTION I W/ARCH. 50.1 1 I-`�`' AND CONTINUOUS 2x3 LL r. " O BEAM I CENTERED AT TOP BEVEL L Q V) 1 _ [-O'-94] , I I I I SHEAR KEY AT WALL �_ SEE DETAIL POCKET 4 - I I I 1 f-0'-5N�] 1 •' TA.WALL w 1 I [_1'-fa1',■) O BEAM POCKET ----- ---- -- ---� 20'-2 I I 10 I 1 2b [-I'-W] I T.O.WALL { i to Q T.O.WALL '' ',, •' ' - I I 1 1UJI I o BEAM [-O-SI4] •, --- ---[B.O.F._10-1O"- - --I- ---- T.O. _Q `�.I TA.WALL I I POCKET PROVIDE d INSTALL BEAM I I [---- ------- ---- ---- .tt O ( 4 b O BEAM 1 r• -1' L-- J POCKET AND P.T.BEARING PLATE I - AS REQUIRED TO AC.GOMMODATE I I I PROVIDE t INSTALL [-I'- ] Q PIT I-f�'4] I'' 1 I BEAM POCKET AND P.T. 50.1 I ---- - -r -- , ----- co�I I TO. V SIM 50.I �_or,KET [ .] D�IA60NAL 4RESAR I I BI AT DE(Pa�VERT. BEAM.PROTECT UNTREATED I 1 - - -- y ( I LEY. 10-b B.OF.-10-10 { LUMBER WITH BUILDING FELT ,,1 ' I I BEARING PLATE TO SIM I I 1 - -- -- ---- ----------- AT RE-ENTRANT ,: -- ---- p 1 1 p I ( ACCOMMODATE BEAM. _� 1 SLAB CORNERS. T I PROTECT UNTREATED 51M I I 1 ` '• ' ''` I { �- --, O I I IN THE EVENT OF SEPARATE 5 - ti WMBER WITH BUILDING FELT POUR5,PROVIDE d INSTALL$5 1 •r o ( -- --- --- ---- v i r - 1 I u, I 1 1 Y 50.1 - 0 1 `'� 1 �� [B.o.F. m-1o") --------- 1 I Io :.;' I x 3o LONG DOWELS O 12 O.G. 1 I 1 - I 10 WALL I NV E ATOR 1 TA.WALL I'-0" I '. I I { 1 5 VERT.DRILLED d EPDXIED INTO O r' 1 PROVIDE d INSTALL I O BEAM 1 I 50.1 t 8{ , 1 FT6.STEPS w BEAM POCKET AND P.T. I I I I 50.1 FON.W/b EMBED. 1 •. 1 Ip 1 1'-10'FT6. ELEVATOR OPTION BEARING PLATE TO I POCKET 1 { I'-0'I I. 1 I 1`• I SLAB DETAIL I FT6.s W/ I [-r-ta►,'] I I I SIM 10"WALL I ELEVA OPTION ACCOMMODATE BEAM. ( 1 I I 1 1 50.1 1 ( PROTECT UNTREATED 1 11 iA t' a 1 { 1 I I LUMBER WITH BUIL.DIN6 I I K_ 12'THICK CONC.FT6. I 1 I SLAB DETAIL 1 51M T.O.WALL I I ( -f. I I'-2n' 1 I ^1 REINF.W/�4 BARS O 1'-10'FT6. I o BEAM �'' I 8 WALL W i I TYP. I i I I 12'O.G.EJ^l,BOT. 1 I { i 5O'1 4'NORMAL WT.GONG.A [-I POCKET,4� 1 � I SLAB DETAIL �T� 1 � [/) O p I 1 I SLAB-0N-6RADE. 1 •• 1 1 I 1 - I I. 1'-8°FT6. `� fB.O.F.MIN 3'-b' _ I 10'WALL I '' I SEE DETAIL PROVIDE d INSTALL _ F- BELOW GRADE I 1 4'NORMAL WT.GONG. I BEAM POCKET AND P.T. I I I ] I 5LAB ON-6RADE. I { BEARING PLATE TO 1 T..WALL 1 as 5 ------' -" •~ 1 I'-10'FT6. SEE DETAIL 1 ACCOMMODATE BEAM. 1 ' I ® M 1 I 4'NORMAL W.CONC. � '-}}� 50.1 6•WALL 1 I 1 1 3 I •I' i PROTECT UNTREATED 1 1 O KET 4 1 �' 1 �S 51M I I 10 WALL cv 1 • 1 I S LUMBER WITH BUILDIN6 I [-I' i] I SEE DETAIL I 1 PROVIDE(4)%4 VERT. m 1 ( T.O.WALL 1 T.O.SLAB 50.2 1 �� T.O.5LAB FELT I 1, I I 4 � 1 1 I I BARS AT PIER � w 1 [cooRD.Nu I I ELEV.-1-01 o 1 1 .-I-o o i �; �P r-1o•FT6. { Q) ARGN'L] I GARAGE DOORS I UL 6ARAGE DOORS T.O.WALL I 1 4 cv I 1 2 TA.SLAB I 1 '""'� - I i I i ? i [-o'-�►�,') 1�' r.o.WALL I I EL EV.-1'0•e 1 I I 5 { { S IN THE EVENT OF SEPARATE <- 1 [-O'_y�4� I GARAGE DOORS 1 50.1 PROVIDE"INT.04 BAR I T.D.WALL I LD I .t ( POURS,PROVIDE d INSTALL 05 I .� I 0 1 I I 1 O CENTERED AT T P OF WALL I ':, I [-0'-5►'4'] T�O.WALLI 1 x 30°LONG DOWELS o 12'O.G. 1 CONTINUOUS 2x3 I 1 I VERT.DRILLM d EPDXIED INTO ,�. L--- ----J 1 { 1 1 '` I WCID 5HEAR KEY AT WALL BASE I 1 IN THE EVENT OF SEPARATE FM.W/6'EMBED. i I � O •- 1 I IN THE EVENT OF SEPARATE 1 I- 4--" POURS,PROVIDE d INSTALL d5 % POURS,PROVIDE d INSTALL•5 I 1 t r 1 in { x 3o LONG DOWELS•12 O.G. i 1 TA.WALL - - ----- I 10,WAL-L. I" f- x v I 1 VERT.DRILLED t EPDXIED INTO f $ ®DOOR x 30'LONG DOWELS o l2'O.C. • T.O.WALL I '�' I 16 WALL I I 3 LD VERT.DRILLED t EPDXIED INTO I `• I 110'FT6. I I m C FDN.W/b EMBED. [-I'-8'l _ 1 I 50.2 1 '- I S' FDK IN 6'EMBED. I u • 1 1 O 1 1 T.O.WALL T.O.WALL u. I �- ----- -- -- -------- t�D ' i IM Q TA.WALL ! T.O.WALL I I { n Y • I I O I 1 f '-�'° O DOOR ea 1 .. -------- - ----- ---- -- --------------- I J � Q1 I T.O.WALL� o DOOR a) 4� 4 L- � �. -0 4] 1 --- 41 -------- ---- ------� F 4 [B.O.F.-4'-b•] i 1 °j ----- - ---- - --------- - i I • _ ;: m I -------------- ------- ---- --------- 1T. ; 1 N 4 { ' -- - ------- Cod ----- - I T.O.WALL i - ------------ - ------ - , m -J, - - ---- -.. - - ---- -- ..7 fa ' •T I [-0'-5p,"] I I [B.O.F. J Q 1 L_---- -------� OVIDE(4)04 VERT. I '� L---- ---) i tl'-105' m sl'-ICn' T.O.WALL 4 m 1 - I o BARS AT PIER I r I I a I Q 1 jt .4. 1 50.1 8'-0' IO ( 50.1 8 -------- ---------- 1 i J T.O.WALL 1 I •1r-ba Fib--- �'_i • tlb'-3'GOORD.W/ARGH'L 51M SO.I ° 10 I [-I'-4"] I L. b■WALL tl'-104" tlb'-3' 1 COORD.W/ARGHL t16'-3' o GOORD.W/ARCHL ------i 50.1 s FOUNDATION PLAN-CLUSTER X-E6RE55 WINDOWS FOOTING SCHEDULE a A 50ALE:1/4'=1'-O" FOOTING FOOTING C ID TAG 51ZE REINFORCING 4 O.G. NOTE: FOUNDATION PLAN NOTES: 2'-O'x2'-O"xl2"THICK t3)�4 E W.BOT. O,G, NOTE: I. T.O.FIRST FLOOR 50 FLOOR SHALL BE GALLED ELEVATION O'-O' F2•5 2'-b"x2'-6'xl2"THICK (4)04 E.W.50T. � REFER TO INDIVIDUAL BU I LD I NO 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, F3 3'-0'x5'-ON12"THICK (4)«4 E.W.BDT. REFER TO INDIVIDUAL BU I L D I NO PIERS,FOOTINGS,SLABS,AND ALL OTHER ITR-6 SHALL BE FULLY COORDINATED WITH CIVIL, DRANI NO5 FOR DETAILS AND GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'PRAWIN66 PRIOR F4 4'-O'x4'-O"x12"THICK (5)05 E.W.BOT. DRAN I NO5 FOR DETA I L5 AND i TO CON5TIZUCTION. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, I H ADD L INFORMATION 3. LALLY COLUMN-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE UT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS, ADD L INFORMATION X2'THICK'5MN6FIELD'GAP AND BASE PLATE5 AT ALL LALLY COLUMNS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS CIVIL,6E0TECHNIGAL,MECHANICAL,ARCHITECTURAL AND a ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. v u b O n l02'-0° 36--" 102'-O' k 36'--V ■ ■ T1rT- -- ■■ �---r---o_- -JI _ dlr---------11 ! rr=_____ q ----------------- I IIIII I ■ • ICI 11 I 1 ' t297.67 a - il�Iil-1:;liI! Z Z�N UouQf L'^y.7o 41 �UE --------- ---------- LU I o oU QocO o - -,7 ml 1 Wf avi------ NILLULL_ O UI V NZ(0)I ofIIII ------- J1uJ L AD - � I I-I-I-I�-I t�_--°°-r-►iI�I,'''',,,,''I1I'�36IIIIIIiII11iI,I1�'---I(�--r"-_r•yyl-it +2+9279.71II7.31I 4 11II 2 II _IItI;��-II1—I1l iI f°±�^Ii(�,'1IiI11III1I1III1r11IiIIII 1�jiji,4sI'!Ij,t�((IIIj®`iI,I,i,1II,Il!II❑I(i -�rIIII-----II--1-°I-+II-29-7-.-4-2--+--20--8�26-IIIIi �•-II-IIII 1Ii(1I II iI,I,i,III,IIIIIF 1LI--1-�1�-------------1`-!--ri'1!`i''1Ii��aIjjIIjjIItIII'I'IjII,`I I'IIj O--�--�I�IIiIIliIlI1--�-Il'I1PIIl'II1I1 a❑-+-28-8-.6-7+-2-9-8-.1--7---IIiiI,j�IIiI1- 1 _-rIII1IIII♦--1I--.iIII iiI��iiII'IiI ----ili-r_}°-__--I1I1_=11I-_1II-_-I1I�=iI1t�dt IIII1II—C'�,om�,��-.-- ■'�-._._.I-..�[;- I iI II—iI 'II^ �dI I v l ^ In I�II- I 9�IIIfiiIII` I;I�II�Ii,itIIjj,II _1IiII,�Ii�'Iii - IIIIII I�nn +297.73 C.2. �1 y`oa�{a��soam�1.x°OEoY�cCoCp$QN Z ❑ LLJ cy- r ----------� r---------— > ..�•Q``Y.ti.—\om✓//fNN L^LLW.L/`N +207.67I +94 - , Oo.CN � C NIT TYPE-C2 LE UNIT TYPEA 09 (UNIT TYPE'Cl RIGHT UNIT TYPE*C2 LEFTNIT TYPE"A" 09T E"Cl RIGHT' 090 0 NOTE: NOTE: NOTE: NOTE: NOTE: Z SEEY4"=1'-0"SCALE DWG's ON"C2 LEFT" SEE Y4"=1'-0"SCALE DWG's ON"A" SEEY"=1'-0"SCALE DWG's ON"Cl RIGHT" SEEY4'=I'-0"SCALE DWG's ON"C2 LEFT" SEE Y4"=1'-0"SCALE DWG's ON"A" i SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. L OQ RST FLOOR PLAN ROOF PLAN w LU C4- U J SCALE:1/8"=1'-0' SCALE:1/8'=1'-0* Q QcQV) 02'-O' 2b'-0' 36-7" 36-'-7' 36'-7 --------------------_ _ __ ________________________ r- - -- - - ---- ------------------- ------------------------------------------------ ------ F--------- )V) ,o, T.O.W.=297.73 O ry - ---------- > Z 0 V) - L . Olily 1I!V\Ii CID J. in � + --------------- -------� ------ m t308.34 0 El 111 --------------- ------ - -J LZl❑ I� 10 1 1 1 K T zmw A L-------- I I L---------- -J ------------------ I UL ---------------------------------------- Ar- ------ - - ---------------^-------- ------ ------__.- Lam-------- - ' L------_-I L--------------JI m -m L__-------------- L-----------;i 1� ----------- UNIT TYPE IT TYP T' UNIT TYPE'C2 LEFT" UNIT TYPE--- ' 9 W UNIT TYPE"Cl RIGHT- NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: SEE y=1'-0"SCALE DWG's ON"C2 LEFT" SEE Y4=1'-0"SCALE DWG's ON"A" SEEY4"=1'-0"SCALE DWG's ON"Cl RIGHT" SEEY4"=1'4'SCALE DWG's ON C2 LEFT" SEE Y4"=1'-0"SCALE DWG's ON"A" SEEY4 I'-0"SCALE DWG's ON"Cl RIGHT"OI ° SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. 'z U BASEMENT FLOOR PLAN SECOND FLOOR PLAN SCALE:I/8'=I'-0' SCALE:1/8"=1'-0' o z z Ui 4)0 E cp- ui 0 C4 02-0' C CO A >0 c 01. < Lu CL c -E 2" 0 Am 0 0 -Z,0OL c 5 4) u z ac u ;Z= its FR I I o n MWMW -ik T 0.SUBFLO.OR ------------------- T.O. -------------------------------------------------- ------------ --------- 2 2 ------ N FF] EBIEHI EFH EFB EEB EHFB fjimlffll Ed IMMM o BFLOOR SUBFLOOR�� M 0 LAL ---4. 4----------------- i Ej'—4 IL I F =L---jL---i sn > UJI L---------------- ------------J:L----------------------- ------------------------Jr.!L---------4 IL------- L J ----------i -T-M-T-n :: IL S-0 T.O.SLAB 0 TO SLAB C%4 L -—-—-—-—-—-—-—-——-—-—-—-—-—- --—-—- 11 1—-—-—-—-—-—-—-—-—- - -—-—-— --—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- -—-—-—-—-— s L--------- rj -------J.L-1 a�-- -- ---------- ----------L,---------------------------------------------------------------11 L----------I-------------i L------------[ E� U J L-------- L--------------L--------------------------------------------- -J (A) 0 UNIT TYPE-C2 LEFT- �4 089) UNIT TYPE'A' NIT TYPE'Cl RIGHT' NIT TYPE-C2 LEFT- z) � ( 0 NOTE: NOTE: NOTE: NOTE: c < c*q SEE'/,."=1'-0"SCALE DWG's ON"C2 LEFT" SEE/,"=1'-0"SCALE DWG's ON"A" SEE Y,"=1'-0"SCALE DWG's ON"Cl RIGHT" SEE Y4"=1'-0"SCALE DWG's ON*C2 LEFT" > SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. uj ui FRONT ELEVATION 1 LEFT ELEVATION 4- E C- .3 0 (1) SCALE:1/8'=1'-0* 0 z Lu < V) 0 X uj LLJ u -j 6i V) < I.- Lu < 0 V) Q 102'-0" 2b'-10" ®!�S®�- (� ® — - 0 JkT.O.SUBFLOOR OR T.O.SUBFLO —-—-—-—-—-—-—-—-—-—-—-—- -—-—-— -—----—-—-—- 2 ui -IM FT M N FM M =EE I LD 0 IFT-11 IFF-11 IFT-11 = F—P "=T- ll 64- - - - - - - - -OT.O.SUBFLOOR t BFLOOR —————— Lj I -- -, oil lam, u I,, U Wv� i �Q� 11 rj L----------J L, tl 1: ',P-7441-74, 11 1 1 • J L---JL L---J L------------J I I ILI JL 1 3 I'll 0 T-M-T-9 IL - --------------------------------------------t-------------------- ---------- -t----------------------------------------------a�l s T.O.SLAB T.O.T.0.SLAB ------ ---- ------------------------- ------ - ---- s ----------------------------------------------------------------------------------------------- ---------- IA —-—-—-—-—-—- L-------------------------------------------------- ---------------------------------- ------------------------------------------------- L------------------------------------------------------------L-------------i UNIT TYPE'Cl RIGHT-) 090 UNIT TYPE UNIT TYPE-C2 LEFT' 088 �UNIT TYPE'Cl RIGHT' 090 NOTE: i NOTE: NOTE: NOTE: SEE Y4,'=1'-0"SCALE DWG's ON"Cl RIGHT" SEEYt."=1'-0"SCALE DWG's ON"A" SEE Y,-=1'-0-SCALE DWG's ON"C2 LEFT" `SEiY,-=I--0-SCALE DWG-S ON"CI RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. >-REAR ELEVATION If 4\, RIGHT ELEVATION V SCALE:1/8*= -O" SCALE:1/8"=1'-0" C% ic 0000p)I KIN FIEL EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS - UNIT C2Mvv LEFT, 17 J S LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 129025-1 -1 .61 A1.l FLOOR PLANS A1.2 ROOF PLAN INTERNATIONAL DRIVE A2.0 EXTERIOR ELEVATIONS RYE BROOK, NEW YORK A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC A3.2 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 Rye Brook, NY 10573 50.0 FOUNDATION PLAN 50.1 DETAILS 50.2 DETAILS 50.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING NYS Uniform Fire Prevention 8 Uniform Building Codes: $1.1 DETAILS 2020 Building Code of New York State 52.0 SECOND FLOOR/ ROOF FRAMING 2020 Residential Code of New York State 53.0 SHEARWALL PLANS 2020 Fire Code of New York State 2020 Energy Conservation Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES DIAGRAM 2020 Plumbing Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 Mechanical Code of New York State E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2020 Fuel Gas Code of New York State 2020 National Electrical Code P-0 PLUMBING LEGEND, NOTES SCHEDULES, DETAILS 2017 ICC 117.1 Accessible 8 Usable Building and Facilities P-1 PLUMBING BASEMENT FLOOR PLANS P-2 PLUMBING FIRST & SECOND FLOOR PLANS Project Criteria: P-3 PLUMBING ROOF PLAN Use Group: R-2 Construction Type: 56 M-0 HVAC MECHANICAL NOTES, SCHEDULES Area: 3,692 sq.ft. M-1 HVAC BASEMENT FLOOR PLANS Volume: 32,436 cu.ft. M-2 HVAC FIRST & SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN Structural Consultant 7 Thurston Avenue Camera/O'neill Engineers Newport, RI 02840 777 Black Point Lane Portsmouth, RI 02871 CordtsenDesign.com 401.619.4689 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue Wyomissing, PA 09610 CORDTSEN DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I. ALL CODES HAVING�JRISDICTION SHAD.BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT. 1. FURNISH AND INSTA-L REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH TI-E CURRENT ACI BUILDING PAPER:ASPHALT SATURATED FELT,ASTM D-226,TYPE 1,15*OR TYVEK HOUSEWRAP MANLF.BY LV-SHVG/OUT-SWLVG/GI.IDRW GLA,SSDOORS:I%*PANELS WITH CLEAR%'INSULATED.ARGON FILE D.LOW-E, SHOWER HEAD-0 TILE OR SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,CITY AND COUNTY BUDDING,ZONING,ELECTRICAL,MECHANBCAL.PLUMBING 318,AND CRSI'MANUAL 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 MUNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX 8 CLOTHES DRYER EXHAUST BOX SEALED TO GWB AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION 8 THEY SMALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARC-ITECTURAL LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SIDE OF GLASS,ALIGNING BUILT-IN CABINETS TO GWB BITUAILVOL/.SMEMBMNE:GRACE.ICE&WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.e'MUNTIN WIDTH TYPICAL,UNLESS STAIRWAYS IN CONTACT WITH F-XT,WALL SEALED AT GWB CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DRAWINGS). UJDERL.AYMEN-.SEE ROOFING SPEC.FOR MORE INFORMATION. DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.SUBMIT COPIES OF INSPECTION REPORTS,NOTICES.ETC. LAMLVATED Pr-NEERLUMBER(LIZ,1:COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE OTHERWISE NOTED.PAWN THEE XTERIOS USED ON INTERIOR,EXTRUDED ALUMINUM USED ON EXTERIOR;USE FIREPLACE BOX 10 GWB PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS. 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 COMBUSTION AIR SUPPLY DUCTS AND PIPES TO GWB FJVTR2'DOOLL•NY'INSULATED FIBERGLASS BY JELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONALME?AL FLITS TO GWB ENGINEER AND IN ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NLRB.)ALL BUILTR.P LVL BEAMS TO BE SIDELITES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATICN:ASTM E283. KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB - 2. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL. WATER RESISTANCE:ASTM E331.ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 2B,THERMAL TRANSMISSION• IMPLY REQUIREMENTS THROUGHOUT.DETAILS NOTED"TYPICAL'IMP_ ALL CONDITIONS TREATED ATTENTION PAID TO FOOTINGS AND OTHER OAF-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING FRAMED LISING HEAVY DUTY(5 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFY,p TOY@ THICK, R.-15.49(CALCULATED). ELECTRICAL BOXES&CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. THE BUILDING. GRADE,ADHERED CONTINUOUSLY.WATERPROOF ADHESIVE,AS-M D-2559-76.FB=2800 PSI,E=2,000,000 PSI,STAMPED WITH N T Y L T `! T GRADE,MANUFACTURER AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36.PRIMED.GALVANIZED ASTM A-123, WINVIOW-,MANUFACTURER ARVIN INTEGRITY WOODHULTREX,SHALL HAVE INTERIOR FACTORY�RI ED WOOD WITH (! OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND"ANDL,F WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND INSTALL 12 AIR SEALING MATERIALS-USE A COMBINATION OF THE FOLLOWING: 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UtDIS-`L;eED DRY SOIL.BEARING CAPACITY OF 4000 PSI FOR FOOTINGS& PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG's. GRACE"VYCOR PLUS".OR EQL,AL,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 WHICH IS FOUNDATION WALLS,3000 PSI FOR SLABS. PAMLL.-MPARALLELS77tAND LUMBER(PSL).COMPLY WITH THE INSTRUCTION AND(RECOMMENDATIONS OF THE SHEATHING,PRIOR TO INSTALLING WINDOW.PROVIDE 8 INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES Z Z uj ag o o� REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT,SHALL BE INCLUDED. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.-HE DESIGN AND COASTAL ENVIRONMENT.SAL'WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION& BACKER RCD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS w 0 cc:CO Q 5. COORDINATE UNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OVER RE ATED WORK. FABRICATION OF THE PSL SHALL.BE AS MANUFACTURED BY WEYERHAEU SER ILEVEL.MODUr_UiS OF ELASTICITY FOR FINISH OF HARDWARE 8 WINDOW A,JMINUM PAINT COLOR PPoGR TO ORDERING.UNITS TO HAVE CLEAR INSULATED, GASKETS rn� Q o Cps°1 4. ALL DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL DIMENSIONS,LOCATE BEAMS SHALL BE 1.016.535 PSI.COLONS SHALL BE 914.880 PSI.FB BEAMS SHALL BE 2.900 PSI.COLUMNS 2.400 ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY BUILDING WRAP-INSTALLED OVER EX".SHEATHING.SEALED WITH TAPE AT JOINTS C W U c W .r . PSI.CONNECTORS TO BE ASTM A-36.PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED GLASS WHERE REQUIRED BY STATE CODE.ALL OPERABLE JNITS SHALL HAVE INTEGRAL SCREENS.IF UNITS SHOW °L W Q t IV IV DEPRESSED SLABS,SLOPES.DRAINS,OUTLETS.RECESSED REGLETS.BOLT SETTINGS,SLEEVES,ETC. 6. CURE CONCRETE BY KEEPING MOIST A M NIMUM OF 72 HOURS. IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITS+CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH SHEET GOODS WOOD SHEATHING,GYPSUM WALL BOAF2D,RIGID INSIk ATION,TAPED EDGES 0 _ ,x 0 c MUSITINS ON EXTERIOR ELEVATION S.PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR&EXTERIOR SIDE OF 5 a m STRUCT.DWG's. SHEET METAL-EDGES CAULKED U = GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.V MUNTIN WIDTH �0) 5. THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORMS:FORM MATERIALS TO CONFORM TO ACI 347,PS 1-7L. P.4RALLAW PLUSPAR,4LLEL STRAND LUMBER(PSL PLUS).COMPLY WITH THE INSTRUCTION.AND POLYETHYLENE PLASTIC-EDGES AND PENETRATIONS TAPED AND SEALED U Z YPICAL,UNLESS OTHERWISE NOTED.PAINT WOOD MUITINS USED ON INTERIOR,EXTRUDED ALU'IINUM USED ON WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS,WINDOWS.ETC. ^ 0 DETERIORATION OR DAMAGE. RE/NFORCIA'GBARS DEFORMED STEEL,ASTM A-615,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION T N U REI.NFORCINGMESH.WELDED STEEL WIRE FABRIC,ASTM A-185. DOCUMENTS.PLUS PS'_FOR USE IN WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSJRE TREATED EXTERIOR USE PATTERN AS INDICATED ON'HE EX-FLUOR ELEVATIONS.CONTRACTOR HAS THE OPTION TO HAVE MASTIC-SEALS AIR HANDLERS,DUCT CONNECTIONS AND DINTS Q PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.THE THE WNDOWS DEL VERED WITH THE EXTENSION JAMBS NOT INSTALLED,TO MAKE IT EASIER-0 NSTALL INTERIOR 6. THE ARCHITECT/ENGINEER SHAM.NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTIONI PROCEDURES, CEMENT.•PORTLAND CEMENT,ASTM C-150,TYPE I OR 11. DESIGN AND FABRICATION OF'LE PSL SHALL BE AS^MANLFACTURED BY WEYERHAEUiSER ILEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS-0 ARCHITEC''.FOR REVIEW, ALIBI OR FOIL FACED TAPE-TEMPORARY SEALS AIR rA\D FR,DUCTS-NOT ACCEPTABLE TECHNIQUES,OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH-NE WATER:CLEAN,POTABLE AND NON-DETRIMENTAL TO CONCRETE. BE ASTM A-36,PRIMED,GALVANIZED AST-1 A-123,OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT OPERHE4DDOOR: SELECTED BY OWNER.PRIN:E&PAINT ALL SIDES.PROVIDE SHOP DRAWINGS TO ARCHITECT. ACOUSTIC SEALING GUIDELINES DRAWINGS OR THE REQUIRED CODES. AGGREGATE:FINE AND COARSE,NORMAL WEIGHT AGGREGATES,ASTM C-M. DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUM FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER. , ADMIXZURES.AIR-ENTRAINED TYPE,ASTM C-260 AND WATER REDUCING-YPE A,AS'M C-494.ALL CONCRETE DWG's. FINISH CARPENTRY AND MILLWORK 1. AIR-BORNE SOUND:WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM C.a -��► 7. CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL NECESSARY PERMITS REWIRED TO PERFORM THE EXPOSED TO FREEZING&THAWING:6%-8%.OTHER CONCRETE:2%-4%. TYPICALL-CrFMOR WALL:2X6 WOOD STUDS 0 16'o.C..JNLESS OTHERWISE NOTED EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF 'nPlC4L INTERIOR W4LL.2A WOOD STUDS Q 16"o.c..UN.ESS OTHERWISE NOTED FURNISH AND INSTALL THE FOLLOWING: NOT LESS THAN 50(45 FIE D TESTED)FOR AIR-BORNE NOISE. WORK.SUBMIT COPIES TO OWNER AND ARCHITECT. CO.NCRETE,lWL'CONCRETE READY MIX,ASTM CL94.3000&4000 PSI COMPRESSIVE AT 28 DAYS. NOTE.-NO INTERIOR FINISH WORK(IS TO BE STARTED UNTIL A WATER-TIGHT SHELL IS ACHIEVED. VAPOR BARRIER:LOCATE PER DRAWINGS.10 MIL POLYETHYLENE,AST!D-2103. L\TERIORTRIM.•SELECTED BY OWNER. * * 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SLPERINTENDENT WHO SHALL BE IN.ATTENDANCE AT THE PRf"RME'DJOI/VTFH/FQ•Ye ASPHALT IMPREGNATED FLEXICE.L, THERMAL AND MOISTURE PROTECTION CLOSETSMELPING&BARS.SELECTED BY OWNER. 2.STRUCTURE-BORNE NOISE:FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SLPERINTENDENT IS DOPETAILA NCHORSLOTS ND 22 GA.GALVANIZED STEEL 1. FURNISH A INSTALL THE FOLLOWING: GLAASSSHONERENCLOSURE&RATHMIRRORS.-SELECTED BY OWNER. FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSLIATION CLASS 01C)RATING OF NOT LESS THAN 50 REQUIRED TO BE ON SITE DURNG ANY CONSTRUCTION ACTIVITY,INCLUDING WORK BEING DONE BY FLASH YGREGLETS.GALVANIZED STEEL. KITCHEN&BATH CARINETS/COLATERS.SELECTED BY OWNER. (L5 FIELD TESTED)FOR STRUCTURE-6OR4E NOISE. SUBCONTRACTORS.IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOLNDATION WALL FINZSR.AS CAST WITH THE F"NS IRE`MOVED.HOLES AND HONEYCOMBING FIL,.FD 8 FLUSH CUT 2. THE FOLLOWING SPECIFICATION SHALL GOVERN WITn MODIFICATIONS AS SPECIFIED HEREIN:ASMRAE HANDBOOK IOTCff.N&B.47TIPLUMBLNGFEM7tES&.MPLLINCES.SELECTED BY OWNER. SUPERVISE Al CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE WITH THE TIES.RUB WITS+CONCRETE BRICK TO SMOOTH PRWECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL=VRIES.SELECTED BY OWNER. 3.OPENINGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES.RECESSED CONTRACT DOCUMENTS. F'T.00RSl_4R,S(INTERIOR)FTVISR.•SMOOTH,STEEL TROWEL FINISH-INSTAL'-CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET ME-AL IN COMPLIANCE WITH'ARCHITECTURAL SHEET METAL MANUAL BY DOOR HARDWARE.SELECTED BY OWNER. CABINETS,BATHTi BS,SOFFITS OR HEATING,VENTILATING OR EXHAUST DUCTS SHALL.13E SEALED,LINED AS REQUIRED SMACNA. A"lC4VECABLVbT.•MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(MC).SELECTED BY OWNER. INSILLATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC RATING OF THE ASSEMBLY. 9. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCENTS TO THE ANCHORBOLTS.Yz'DIA.(MIN.)FACED W-To.C.(MAX.)INTERMEDIATE SPACING MINIMUM(2)BOLTS PER PLATE _ I,�TERIORSTAIRS PRROVIDE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR S-ELF-SUPPORTING WOOD RI ATTENTION OF THE ARCHITECT IN W 'ING AND WR",TTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 6531 A 6531E WITH ZINC COATING OF 1.25 OZ.PER STAIRS.STAIRS SHALL BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STAIR SELECTED L.FLOOR ASSEMBLIES THAT ARE CARPETED GENERALLY MEET THE MINIMUM IIC REQUIREMENTS.FLOOR SECTION,IZ'MIN.FROM PLATE END. SQ.FT.AND.20%COPPER BEARING,2L GA.DESIGNATION G 90 HOT DIPPED GALVANIZED,MILL P40SPHATIZED. BY OWNER. PROCEEDING WITH'.HE WORK.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE ADDITIONAL ERRORS,DISCREPANCIES OR OMISSION'S IN THE CONTRACT DOCUMENTS.OF WHICH THE CONTRACTOR FAILED STRUCTURAL STEEL BLGESTUDNETERRACE:EXTERIOR IY{ RECTANGULARBLUESTONE.RANDOM,RECTANGULAR SHAPED SLABS A-ALL EXTERIOR ACOUSTICAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. rT F FURNISH AND INSTALL'LE FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 8 4. NON-REINFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS&DETAILS.STONE TO BE SET IN I' TO NO'FY THE ARCHITEE BEFORE CONSTRUUCTION AND/OR FABRICATION OF THE WORK. THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240.TENSILE STRENGTH:ASTM D-412.TEAR RESISTANCE: MORRTAR BED ON CURED,SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR TO THEY SHALL OVERBID:ANY DUPLICATE IVFORMA-10ty PROVIDED ON ARCHITECTURAL DRAWINGS). ASTM D-62L,DIE C-ULTIMATE ELONGATION:ASTM D-412,LOW TEMP.BRITTLENESS:ASTM D-1149,OZONE ORDERING.PROVIDE CONSISTEVTYz"MORTAR JOINTS,COLOR 8 TEXTURE TO BE APPROVED BY ARCHITECT. INSTALL 5.THE FIRST ESSENTIQ`FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB AGING:ASTM D-1149,HEAT AGING:ASTM 0-573. CONTROL AND EXPANSION JOINTS AS REQUIRED. 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 WOW. STEELSHAP4 PLATFSANDBAR&ASTM A-992,ASTM A-36. F.ATERIORDOORA"WINDOWC4.SIl1G.CELLULAR PVC.AZEK OR EQUAL.5/4 x6 JAMBS 6 HEADS w/),'.SCOTIA INCREASE THE SOUND TRANSMISSION AT THE HIGHER FREQUENCIES.THIS CAN HAVE A DETRImENTAL EFFECT ON RECTANGULAR STEEL TUBECOLL'MAS.STRUCTURAL.COLD-FORMED STEEL,ASTM A-500,GRADE B. S. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE 8 5/4 SLOPED CAP,2"HISTORIC Si'_L.FIELD CUT`0 FIT THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUISTC PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED II. CONTRACTORS SHA L MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH.DEBRIS AND SHALL PROTECT COLII•FORIQ:D tiIEZAL FR4.1fi G:C-SHAPED STEEL STUDS,18 GA.ASTM A-446. SOLDERED JOINTS 6 SEAMS ARE REQUIRED.INSTALL RED COPPER FLASHING AT ALL DRIP CAPS.DRIP EDGES AT DETAILS FOR SPECIFIC LOCATIONS OF EXTERIOR TRIM. SYSTEMS.FAILURE TO OBSERVE SPECIAL CONSTRUCTION PRECAUTIONS CAN IREDLXE THE EFFECTIVENESS OF ALL ADJACENT WORK=ROM DAMAGE.SOILING.PANT OVERSPRAY,ETC.ALL FIXTURES,EQUIPMENT,GLAZING, STEEL PIPE.ASTM A-53 TYPE F OR S.GRADE S. RAKES AND EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS,ABOVE EXTERIOR RUNNING TRIM,HEADS OF ,11LSC.EXTERIOR TRUI.Ix THICK CELLULAR PVC,AZEK OR EQUAL.Ix CELLULAR PVC SHEE-WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. AANCHORBOL73:ASTM A-307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN Ik."•5/L THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL S'DING. BOLTS:ASTM A-325,Y,.'DIA. REODUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT REQUIRED SIZE. 6.SYSTEMS SHALL BE AIRTIGHT.RECESSED WALL FIXTURES SUCH AS MEDICINE CABINETS.OR ELECTRICAL., ,COTE.ALL FLASFINGS SHALL LAY SUUCH THAT ALL LAPS SHED WATER.WITH PROPER OVERLAPS.ALWAYS EXTERIOR RAIUNGSAAD BALUSTERS:SELtC-ED eY OWNER. p 0 12. SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL.MECHANICAL.ELECTRICAL AND SPECIALIZED 1."t'ST.4LLAT10�N':COMPLY WITH CURRENT RISC CODES AND SPECIFICATIONS AND WITH 4WS'STRUCTIRAI.WELDING TELEPHONE.AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES,ETC.,WHICH PENE'RATE THE GYPSUM BOARD, CONSTRUCTION.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE CODE,AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECTIONS DETAILED IN WORK FROM LOW POINT 70 HIGH POINT.WATER-TIGHT,WEATHERPROOF PERFORMANCE OF FLASHING AND EXTERIOR PORCH CEILINCAVEA1 ESOFFITS:I'6 BEA'DBOARD CELLULAR PVC,AZEK OR EQUAL. SHALL IJOT BE LOCATED BACK-;70-BACK OR IN'HE SAME STUD CAVITY.ANY OPENINIG FOR SUCH FIXTURES AND N WITH THE DESIGN IN TEN'OF THE WORE(.IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY. ACCORDANCE WITH AISC REQUIREMENTS FOR SIMPLE CONNECTIONS.CONNECTIONS SHALL BE BOLTED OR WELDED. SHEET ME A_WORK IS IREQUIRED,WITHOUT RELYING ON SEA A ITS. PVC FOR N N-L A D1 CODERS:HB&G PELEVATI.FIBERGLASS FOR LOAD BEARING.HBBG PERM4WRAP CELLULAR FOR PIPING OUTLETS SMALL BE CUT TO THE PROPER SIZE AND SEABED.ELECTRICAL DEVICES SHALL BE 0 THE CONTRACTORS SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURERS WELDINGELECTRODFFS:COMPLY WITH AwS 01.1 CLASS E-70 ELECTRODES. PVC FOR NON-LOAD BEARING.SEE EXT.ELEVATIONS FOR SIZE&STYLE. INSTALLED IN FILL BOXES AND SEALED WITH A NON+HARDENING SEALANT,SUCH AS 3M BRAND FIRE BARRIER N BACKPAINT METAL FLASHINGS WITH SITUUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT WITH FURNISH AND INSTALL THE FOLLOWING: SPECIFICATIONS AND/OR RECOMMENDATIONS. PRDWRPALVT,'NEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE. CEMENTITIOJS MATERIALS OR DISSIMILAR METALS. GYPSUM WALL BOARD: NPP�.S MOLDABLE PUTTY PAD OR EQUAL. Z GALVANIZING:ASTM A-0. O N WATER,RF.SLSTANT:%Z'IMPERIAL GYPSUM 80AP.D BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. 13. ALL MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT.NON-SHRINK.WON-METALLIC PREMIXED GROUTING COMPOUND. 6. ALUMINIUM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAWINGS FOR LOCATIONS.GLITTERS:CONT. FIRE RATEDTYPE'x":%GYPSUM BOARD ON WALLS&CEILINGS OF GARAGE. 7.THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND 0 WORDS OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EAEC U0lV. PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE 'OGEE'STYLE,4iR4'HIGH x 6'WIDE w/BRACKET HANGERS 0 18"O.C.DOWNSPOUTS:CON".23`'x 4!'. VENEER PLASTER:ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND FREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH �_ - `- PRODUCTS OF ACCEPTABLE MANUFACTJRERS,WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR SERVICE CJTTING TORCHES IN THE F1ELD FOR CORRECTING FABRICATION ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRAINS;REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRAINS. ACCORDANCE WITH ASTM C-587,C-754,C-844.FINISH OF TASTER ON WAILS AND CEILINGS SHALL BE SMOOTH ASSEMBLY PENETRATIONS.FLFXiBLLE.SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL,BETWEEN Q 0 4) FOR HREE YEARS.USE EXPERIENCED INSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT. T0UCH-UPP.4A7)IMMEDIATELY AFTER ERECTION,CLEAN FIELD WELDS,BOLTED CONNECTIONS AND ABRADED &READY FOR PAINT. v THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR () U -0 DELVER,HANDLE,STORE,AND INST,ALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AREAS OF THE SHOP PAINT.APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7. ROOF SHINGLES SHALL BE ASPHALT-F+BERGLASS COMPOSIT.ON THREE TAB,CONFORMING TO U.L.CLASS A ACCF-WORIM-FIBERGLASS MESH JOINT REINFORCEMENT.GALVANIZED STEEL CORNER BEADS,VINYL'J" SU RFACES WHERE PERIMETER RELIEF IS REQURED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS - v) E FIRE RESISTANCE.U.L.WIND RESISTANCE ASTM D3462&ASTM D3018 TYPE I WITH A MIN,30 TEAR MANI,F, CHANNEL.CASING BEADS.CONTROL JOINTS,ETC.AS NEEDED. MP V- O PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER ALSO OF GREAT IMPORTANCE IN ACrIEVING A LISTED STC OR IIC RATING. IL. ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS IN GALVANIZED MEMBERS. WARRANTY.COLOR AS SELECTED BY ARCHITECT.SHINGLES SHALL BE INSTALLED PER MANUFACTURERS CERAMICTILE.CERAMIC TILE.MARBLE TILE&ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AMERICA U -I-- e EDITION. LALITYCONTROL:INSPECTION OF FIELD 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 PATTERNS SELECTED BY THE OWNER FROM STANDARD CC.ORS AND PATTERNS OF THE 8.PERIMETER SEALS IN WALL ASSEMBLIES-IN ORDER 70 BE EFFECTIVE FOR TFE LIFE OF THE BUILDING,SEALANTS W '+" Q DOCl1MENT5 SHIN L BE THE 1UTEST ED Q SELF-ADHERED,RUBBERIZED ASFHAL:SHEET UNDER AYMENT A`ALL RIDGES,EAVES,RAKES,VALLEYS,HIFS. APPROVED MANUFACTURER.MANUFACTURER TO BE AMERICj%CLEAN FOR CERAMIC TILE AND MARBLE TECHNICS CODE.'INSPECTION OF FIELD ASSEMBLED BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6.A/SC. ROOF-TO-WALL INTERSECTIONS,AROUND ALL ROOF PRO.;'ECTIQNS,AND ENTIRE ROOFS THAT ARE FALTER F M ,, MUST BE RESILIENT ANJ NON-HARDENING.STANDARD WEATHER CAULKING IS UNSATISFACTORY AS AN Cl- Z N LTD.FOR MARBLE TILE OR EQUAL.INSTALL IN CO,PLIANCE WITH PERTINE.IT RECOMMENDATIONS CONTAINED W Z 15. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVA*`OF THE ARCHITECT/ THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL ICE&WATER SHIELD'FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF AMERICA'HANDBOOK FOR CERAMIC-ILE INSTALLATION"AND MANUFACTURERS PURPOSACOUSTE OF SEALANT SINCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANTSSIS CRITICAL.THE O ENGINEER. ROUGH CARPENTRY ROOF TO MINIYIUM 2L"INSIDE THE EXTERIOR WALL..LINE.INSTALL Pr_R MANUF.INSTRUCTIONS. T F PURPOSE OF THE SEAL IS TO PROMO_A RESILIEM1 CLOSURE BETWEEN ONE SIDE 0 AN ASSEMBLY AND E i_ 1. ALL WOODS AND WOOD CONSTRJCTION SHALL COMPL(WITH SPECIFICATIONS AND CODE MODIFICATIONS AS INSTALLATION INSTRUCTIONS.ALL WAIL&CEILING TILE TO BE INSTALLED ONY2 REIN CEMENTITIOUS BOARD. HARDROODFLOOR:PRE-FI141SHED AND INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T&G OTHER WHICH REDUCES THE POTENTIAL FOR FLANKING NOISE-4 THE PREFERRED PROCEDURE IS w Lu 16. CONTPACTCP SHALL PROVIDE.PAY FOR AND MAINTAIN,BUT NOT BE LIMITED TO.THE FOLLOWING SERVICES SPECIFIED HEREIN: 8. WALL SIDING SHALL BE HORIZONTAL'HARDIE PLANK LAP SIDING WITH Vt.'EXPOSURE.COLOR AND TYPE SHALL PX2'OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A MINIMUUM)'GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL U -j u.i A. ANEP.ICAN INSTITUTE OF TIMBER CONSTRUCTION:STANDARDS MANUAL V) Q Q DURING CONSTRUCTION:POWER,METERING,TELEPHONE,FAX,CONSTRUCTION EQUIPMENT,DEWATERING AND BE SELECTED BY ARCHI EDT.INSTAL OVER IS#BUILDING PAPER OR TYVEK HOUSEWRAP.INSTALL PER NINYLSHELTFLOOR:COMPLIES WITH FEDERAL STANDARD:FS L-P-475,TYPE 11,GRADE'A',T-IICKNESS LOBO, AND ALSO AT THE SUBFLOOR.SEALANT SHOULD BE APPLIED TO FILL THE PERIPIE'FR GAP BETWEEN THE N U F B. NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION MANUFACTURERS INSTRUCTIONS. PUMPING,HEATING,LIGHTING AND ACCESS.CCNtTRACTOR SHALL.PROVIDE,BUT NOT BE LIMITED TO,THE c. SOUTHERN PINE MRPECTION BUREAU:STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER SHEET WIDTH 6-0'.INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T8G I'x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURROUNDING FLOOR.WAL.L AND CEILING COMPONENTS.CAULKING SHOULD NOT 0 N 0 _ FOLLOWING SECURITY AND PROTECTION:FIRE EXTINGUISHERS,BUILDING ENCLOSURE AND LOCK-UP. o. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD'BUSSES BY OWNER, BE PLACED BENEATH THE SILL PL.A'E OR RUINER TRACK OF A WALL ASSEMBLY. ENVIRONMENTAL PROTECTION,PEST CONTROL.SNOW AND ICE REMOVAL.CONTRACTOR SHALL PROVIDE (71-74)• 9. INSTALL WATERPROOFING&PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE RkW LE1VTIF'LOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED B!OWNER. SANITARY FACILITIES,DRINKING WAT.ER.CLEANING AND RUBBISH DISPOSAL. E. AMERCAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOOD FOR FLOORS,PLYWOOD SHEATHING FOR WALLS AND FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385. CARPET FLOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. 9.INSULATION INDICATED TO BE PROVIDED IN A WALL ASSEMBLY SHALL BE THE SAME DEP'rh AS THE WALL STUD `' ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK IS COMPLETE.FOP CONTINUOUS SEAL. PAINT. INSTALLED PER MANUFACTURERS INSTRUCTIONS.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE FRAMING.UNLESS OTHERWISE REQUIRED BY CODE,REGULAR UPI-FACE,?GLASS FIBER OR MINERAL WOOL i i. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUFACTURERS INSTRUCTIONS. (1)PRIMER COAT AND(2)FINISH COATS.EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP&BOTTOM INSULATION IS ACCEPTABLE.CO NOT OVERSTUFF THE INSULATION,AS THIS WILL REDUCE THE ACOUSTICAL O 17. CONTRACTOR SHALL PROVIDE THE FOLLOWING,PRIOR TO SIUBSTANT.AL COMPLETION.PUNCH LIST, SUPPORTING DOCUMENTATION,WARRANTIES,CERTIFICATIONS.OCCUPANCY PERMIT.STAR' AND TESTING OF 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER c E OF ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINTING.APPLICATION MAY BE PERFORMANCE OF THE ASSEMBLY. 10. SINGLE PLY EPDMI MEMBRANE ROOFING,60 MIA..,THICK.FULLY ADHERED,SURE-SEA_DESIGN A.BY CARLISL_OR BY BRUSH,ROLLER OR BY SPRAY IF PAINT IS FORMLI&TED FOR SPRAY APPLICATION.INTERIOR PAINT SHALL BE 4 >_ BUILDING SYSTEMS.CHANGE OVER OF LOCKS AND RELEASE OF LIENS CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS'CONSTRUCTION MANUAL.' APPROVED EQUAL..INSTALL PER MANUFACTURERS INSTRUCTIONS. M.AAB.OR APPROVED EQUTAL READY-MIXED PAINT SMALL NOT BE THINNED,EXCEPT AS PERMITTED IN TEE E FOLLOWING,PRIOR TO FINAL ACCEPTANCE:FINAL FAYMENT REQJEST WITH SUPPORTING AFFIDAVITS AND APPLICATION INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAIN'.MANUFACTURER FOR 10.RESILIENT METAL COMPONENTS:RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT 9 COMPLETED PUNCH LIST. 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM LVL AND PARALLAM PSL PRODUCTS II. FLEXIBLE.100%WATER-B;OWN,OPEN&CLOSED CE!POLYISOCYANATE SPRAY FOAM"INSULATION.FIBERGLASS F CHANNELS POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THEY CCNNECT,WHILE ! BY WtYE4HAUSER.PRODUCTS BY OTHER wiANUFAC'URERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE PROPER FAINT AND PRIMER TO BE USED_OI,\CELLULAR AR?VC.,Al NAIL HOLES 8 ROUGH FINISHED WOOD TO BE FILED ^` BAT'INSLATION,DEPTH DETERMINED BY STUD OR JOIST.INSTALL JUST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COATS. PROVIDING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN IN THt INSTALLATION OF a W STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. �+ SITE WORK ROUGH'ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPECIALTIES KITCHEN ACCESSORIES,BATH ACCESSORIES.FIREPLACE HARDWARE&MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIEN-CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE i 7 L PERFORM ALL WORK IN THIS SECTION IN CCNFCPMAJCE WITH THE FINAL SOILS COMPACTION.GEOLOGICAL 4. DESIGN,FABRICATION AND INSTALLATION OF TRUSSES AND SHEET METAL CONNED?ORS SHALL BE IN GYPSUT<BOARD INSTALLED PRIOR TO SPRAYING.INSTALL r,E FOLLOWING PER MANUFACTURERS INSTRUCTIONS: SCHEDULE AND SPECIFICATIONS.ALL ITEMS TO BE INS?ALLED PER MANUFACTURERS INSTRUCTIONS. FASTEW--R. THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JOIST.THUS SHORTING OUT THE R `` '' Z REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT. IN`HE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: L EXTERIOR WALLS.R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHNIQUE IS TO PLACE SCREWS ONLY BETWEEN {.L % ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOILS A. SUPPLEMENT TO ENGINEERING BULLETIN#SE-266.DATED 4-19-60 OF A.S.DIVMCN FHA 1-4-61. ROOFx E�CPOS£DCEILIIIGS,CANTILEVERS,OVERHArNGS.R-38 OPEN CELL'A'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STUDS OR JOISTS.THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND THUS A MINIMUM)' � W ENGINEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF'HIS WORK TO THE ARCHITECT.IF A e. +NTERNATIONAL CONFERENCE OF BUILDING OFFICALS REPORT#17414.5,DATED 9-6-M. BARRIER. 1. THE BUILDING THERMAL ENVELOPE SHALL BE DJRABL)SEALED TO LIMIT AIR INFILTRATION.THE SEALING CLEARANCIF BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQUIRED.THE RESILIENT CHANNEL SHALL BE O T E Y T C. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.O.I.70. BANDJOIS7S.R-21 OPEN CELL SPRAY FOAM. METHODS BETWEEN OISSI"MILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. INSTALLED PER MANUFACTURERS 14STALLA-ION INSTRUCTIONS. � O r- DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR SHALL NOT PLACE `o' RIMJOLS73`R-38 CLOSED CELL SPRAY FOAM. FOUNDATIONS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT/ENGINEER. 5. FOR TRUSS CHORD APD W®MEMBERS.PROVIDE DIYEN5ICN Ll1MBER OF ANY SPECIES,GRADED VISUALLY OR GARICECEILING:R-30 OPEN CELL SPRAY FOAM. ;• �• MECHANICALLY,AND CAPABLE OF SUPPORTING REQUIRED LOADS WI'HOIUT EXCEEDING ALLOWABLE DESIGN Z. OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR II.PIPES AND ELECTRICAL CDNDUI'S SHALL BE CONCENTRICALLY PACED WITHIN THE WALL AND FLOOR/CEILING �' • PARn-SEPARATTOVWALL.3Yz'FIBERGLASS BATT A-T_NLATION. 2. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON L1IJDiSTURBEO SOIL.AL..,CONCRETE FOOTINGS SHALL VALUES ACCORDING-0 AFSPA'S W,IONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION'AN,)ITS CLOSED WITH GA S SHALL SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND MOISTURE ASSEMBLIES.UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. � �' FIRESTOP:ROCK WOOL OR THERIMA FIBER TO ACHIEVE RATING. BEAR ON U� STJRBED SOIL OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3'-6'BELOW FINISH 'SUPPLEMENT'• JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH 4 MOISTURE ti ^` 1 G4R4GESEP.lRA710NW.-ILL:R-21 FIBERGLASS GATT. uJ GRADE("N.) UNFINISHEDIFINI,SHED BASENENTSEPARATIONWALL:R-15 FIBERGLASS BATT. VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUUCTICN 12.REFER TO OTHER DRAWINGS.DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMA',ICN PERTAINING TO WAL s 6. FOR DESIGN LOADS REFER-0 STRUCTURAL DRAWINGS. UNFINISHEDRASEMENTCEILING.R-30 FIBERGLASS BATT. MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE.CONSTRUCTION MATERIALS. AND FLOOR/CEILING ASSEMBLIES. t N tz W 1 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW'THE FOOTING IS GREAT ER THAN HALF THE 7, UNLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY t%4VLSHEDBASEA1t;1TCt7LWG:R-30 OPEN CELL SPRAY FOAM. a I..G. ^�' FL%UffDPERLVyETERBASLWNTWAL[_R-11,CLOSED CELL SPRAY FOAM. 3. OUTDOOR AR INTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 13.THE FOLLOWING ITEMS SHALL BE CAULKED,GASKETED,OR OTHERWISE ACOUSTICALLY TREATED•WHERE b `v HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS E u % • INDICATED ONI DRAWINGS WITHIN PARAMETERS LISTED. A1lDSILL FOAM SILL SEA.ER BETWEEN ALL EXTERIOR WAILL N IOSILLS AND CONCRETE FOUNDATION WALL. WITH NOT LESS THAN A CLASS I MO'ORIZED,LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT DWELLING LNT SEPARATION WALLS,CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES. n, A 4. ALL BACKFILL AT STRUCTURES,SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.PLACE IN _ DOORSAND WIA'DOWS.CONTINUOUS.LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO CFM PER SQUARE FOOT WHEII TESTED IN ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED '•' W V^`' 8 LAYERS AND COMPACT TO 959e MAXIMA"DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM'J-1557. 8• SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROPOSED FRAMING.:VOTE:DO NOT FILL ENTIRE VOID.TO PREVENT FRAME DISTORTION.APPLY MINIMUM A,Y'OUN1T OF TO SE USED UN BUILDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. STAGGER&OVERLAP JOINTS IN MULTI-LAYER GWB WALLS 8 CEILINGS a C `� CONSTRUCTION.SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AIR SEAL GAP. r- BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WLL NOT OCCUR•N THE FOUNDATIONS. DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: Y,'SEALANT JOINT AT GWB TO SIBFLOCR&CEILING AT DWELLING UNIT SEPARATION WALLS A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL.'TRUSSES. 12. JOINT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PRODuCTS AND 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED WITH Y4'SEALANT JOINT AT GW8 TO SU;BFLOOR 8 CEILING.GWB TO DOOR FRAMES AT CORRIDOR VlAk LS b 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN e. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS:ELASTOMERIC SEALANT:ASTM C-926, SELF-CLOSING DEVICES. FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORRIDOR WALLS&SEAL AT BOTTOM OF DOOR E nn ANY DIREC"ICN.DEBRIS.ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS.PLACE IN 12'LAYERS AND AND/OR POINT LOADS. SOLVEN'-RELEASE-CURING SEALANT:ASTM C-804,LATEX SEALANT:ASTM C-790.ACOUSTICAL SEALANT: ELECTRICAL PANEL SHALL NOT BE LOCATED ON UNIT SEPARATION OR CORRIDOR WALLS a W11 Z COMPACT TO 90%MMAXIMUI DENSITY IN ACCORDANCE WITH ASTM 0-1557. C. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS,REACTIONS AT SUPPORTS AND ASTM C-919 U.NCLUDE BACKER ROD AS NEEDED.SEALANT SHALL PROVIDE PERMANENT,AIRTIGHT. 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR SEAL.EXHAUST VENTILATION DUCT JOINTS AND SEAMS WITH MASTIC STRESSES ON ALL MEMBERS INCLUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE. LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED LUMINAIRES SHALL BE IC-RATED SEAL-WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS 9 : • AND LABELED AS MEETING ASTM E 283 FOR AIR-IGHTNESS.RECESSED LUMINAIRES SHALL BE SEALED WITH ro 6. AL_SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9. HANGERS.FRAMING ANCHORS AND FASTENERS:PROVIDE AND INSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS A GASKET OR CAUJI_Ic BETWEEN THE HOUS'YG AND NTERIOR WAIL OR CE.L'NG COVERING. ��ELECTRICAL!CABLE/PHONE BOXES TO GWB WITH PUTTY PADS OR APPROVED EQUAL � 3000 PSF. THE TYPE INDICATED AS REQUIRED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC SEAL'WIPING INTO ELECTRICAL BOXES&RECESSED LIGHT HOUSING TO GWB r I. REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS: USE.NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR.MAP&FACT'JRER TO BE'SIMPSON'OR PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING i 7. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS.DO NOT BACKPLLL UNTIL WALLS HAVE APPROVED EQUAL C04WORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. UNDERWRITERS LABORATORIES,INC.:BUILDING MATERIALS DIRECTORY. 6. THE FOLLOWING SHALL BE CAULKED,GASKETED.WELA'HFURSTRIPPED OR OTHERWISE SEALED WITH AN AIR T c 8 NATIONAL FIRE PROTECTION ASSOCIAT ON:PAMPHLET 080 STANDARD FOR FIRE DOORS AND WeNDOWS. SEAL PLUMBING PIPES AND VENTS THROUGH TOO AND BOTTOM PLATES OF STUD WALLS CURE)AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED. BARRIER MATERIAL.SUITABLE FILM OR SOLID MATERIAL.ROCK WOOL AND FIBERGLASS 64TT INSULATION ARE SEAL PLUMBING PIPE PENETRATIONS THROUGH GWB C. NATIONAL WOODWORK MANUFACTJRERS ASSOCIATION:I.S.1078:WOOD FLUSH DOORS. NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL. v 10. ALL HEADERS AT BEARING CONDITIONS SHALT.BE SIZED AS SHOWN ON DRAWINGS. D. AIR LEAKAGE:ASTM E283. PROVIDE GYPSUM BASE UNDERLAYMENT BENEATH TUBS AND SHOWERS p A` B. REMOVE ALL EXISTING FOUNDA'ION WALLS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDATIONS. E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR&SHOWER ENCLOSURE TO SUBFLOOR AND'WALL K 1 II. ALL HEADERS AT NON-BEARING CONDITIONS STALL FIE SIZED AS INDICATED IN THE FOLLOWING TABLE,UNLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION: SEAL.SHOWER HEAD TO TILE OR SHOWER SURROUND a NUUDSILL TO FOUNDATION&RIM JOIST TO MUDSILL&TOP PLATE TO RIM JOIST 9. EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0'BEYOND NEW FOOTING LINE. OTHERWISE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 LBS.PER PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS TO GWB U. SLEFLOOR SHEATHING TO RIM JOIST BETWEEN CONDITIONED SPACES 2 SQ.FT.&SHALL BE CER"IFIED AND LABELED. SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION OF STEEP BANKS DURING OPENING SIZE -EEASER SIZE 3. GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. S"iBFLOOR SHEATH'NG'84 AND SQUARE EDGE JOINTS SEAL RECESSED HEATERS(PTACS)TO GWB E T UP TO 4'-0' (2)2x6 4. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTIONS c M c CONSTRUCTION.WHEN NEW CONSTRUCTION IS COMPLETE,THE GRvERAL.CONTRACTOR SHALL REGRADE INSJLAT_DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSEMBLIES 4'-0 TO 6'-0" (2)2x8 TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT 6'-0"TO 9'-0" (2)2x10 ,- , SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB o EROSION. 5. BU.LD'.NG ENVELOPE FENESTRAT.ON MAXIMUM U-FACTOR 8 SHGC REQUIREMENTS DROPPED CEILINGS,SOFFITS AND CHASES SEAL KITCHEN AND BATH JUHAl15T FAN HOUSING TO GWB 0 FIXED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION U•FACTOR:0.45,ENTRANCE DOORS ATTIC KNEEWALLS AND JOIST CAVITIES UNDER ATTIC KNEEWALLS 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING SEAL CLOTHES WASHER VALVE/DRAIN BOX 8 DRYER EXHAUST BOX SEALED TC GWB M i UfACTOR:0.77.SHGC PF<0.2E 0.40.SHGC 0.2<PF<0.5E 0.48.SHGC PF>0.5-0.6E TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRAINS TO SJBFLOOR II. FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS.THAT UNDER ALL POINT LOADS AND CO_LIMNS. SEAL BUILT-IN CABINETS TO GWB SKYLIGHTS.U-FACTOR 0.50 8 SHGC 0.40 YASONRY FIREPLACE TO SUUBI-LOCR ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM THE AREA ON 6. CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER MARVIN SPECIFICATIONS,WOOD-ULTREX 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 13. FURNISH AND INSTALL THE FOLLOWING: T E T ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS FASTEN WALL BASE MOLDING TO WALL ONLY:PROVIDE SEALANT JOINT AT FLOOR s • INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DA ED 5-22-17 INT_GRI Y OUTSWING FRENCH DOOR HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC 8 R.EGISTER BOOTS SEALED TO SU3FLOOR ` AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE LIGHT FRAAIIVGLUMBER.AL_TOP AND BOTTOM PLATES,WALL STUDS SHALL BE DOUG FIR LARCH STUD GRADE WOOD-ULTREX SERIES INSTALLATION INSTRUCTIONS DATED 7-2547 WINDOW ROUGH OPENING PREP&FLASHING PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE o IN APPMVED LOCATION. OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDES,19%MAXIMUM METHOD A4 MEMBRANE DRAINAGE SYSTEM DATED 12-22-14. EXHAUST VENTILATION DUCT JOINTS AND SEMIS SEALED WITH MASTIC MOISTURE CONTENT,2'NOMINAL'N THICKNESS AND 4'NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY 7. FURNISH AND INSTALL THE FOLLOWING: WIRING 6 PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS z SOUND CONTROL MATERIALS:USE 4 COMBINIA-ION OF THE FOLLOWING: 12. FURNISH AND INSTALL.IN ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ANY AREAS INDICATED ON STANDARDS,AITC 105. WIRING INTO ELECTRICAL BOXES NON-HARDENING CAULK-SEALS GAPS LESS THA.NYF WIDE 4 THE SITE RAN',4'CLEAN LOAM AND GRASS SEED.COORDINATE WITH ALL OTHER SITE WORK. TREATEDLUMBER.SOUTHERN YELLOW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL PRE-HLNGINTERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES Q EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND. TO BE USED FOR EXT.WD. STANDARD ANSI/AHA 135.E-1982 AND NWWDAI.1-86.SFC WALLBOARD 3.73(B).MANUFACTURER MASONITE CORP.OR ARCHITECT AIR SEAL THE FOLLOWING LOCATIONS AFTER GYPSUM WA BOARD(GWB)INSTALLATION: BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS C) 13. FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOTING. DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL YUDSILLS. APPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR }!SEALANT AT GWB TO SIIBFL00R AT EXT.WALLS AND TENANT SEPARATION WALLS BLOCSAVGANDAAMERS.DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE GASKETS-NEOPRENE,RUBBER,FOAM I OWNER.FIRER4TED:FURNISH AND INSTALL AT GARAGE-TO-HOUSE DOORS?0 ACHIEVE 20 MIN.FIRE RATING DOOR FRAMES&WINDOW FRAMES TO GWB AT EX'.WALLS AND CORRIDOR WALLS i SURROL•TD PIPE WITH CRUSHED STONE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING,HANDRAILS,RAILINGS.BATHROOM ACCESSORIES.PROVIDE ACOUSTICAL SOUND MAT MEMBRANE ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL.FURNISH AND INSTALL DRAIN PIPE, INCLUDE.GASKETS,THRESHOLDS,ETC.FOR UL TESTED ASSEMB Y.DOORS SHALL SELF-CLOSE. TUB/SHOWER ENCLOSURE TO GW8 c FIRE-BLOCKING AS NECESSARY,PER CODE. EKTERIOR DOOR.MANUFACTURER YARVW INTEGRITY WOCD-UL i WX,SHALL HAVE INTERIOR FAC-ORY-PRIMED GYPSUM BASED ll�( RLAYMENT AT WOOD SLBFLOORS y CLEAYOJTS.ETC.,AS NECESSARY 8 DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVIL DRAWINGS. F ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR T � PLYWOODSUBFLOOR:APA RATED 3'i"ADVANTEK.TONGUE AND GROOVE.GLUE 8 NAIL.ADHESIVES CONFORMING WOOD WITH FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PANT FINISH.PROVIDE& SOUND CONTROL MA BENEATH HARD FLOOR SURFACES WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULL.-DOWN STAIRS SEALED WITH WEATHERSTRIPPING ON COVER INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATER SPRAY.VERIFY RESILIENT CHANNELS-DIETPoCH RC DELUXE RCSD � ROOFSHE4THLVG.APA RATED%'EXTERIOR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER WITH OWNER/ARCHITECT FOR SELECTION&FINISH OF HARDWARE 8 DOOR ALUMINUM PAINT COLOR PRIOR TO RECESSED LIGHT HOUSING TO GWB SOUND ISOLATION CLIPS USED WITH METAL FURRING CHANNELS a THAN 24'oxe �M RECESSED WALL HEATERS(PTACS)SEALED TO GWB M `o WALL SHEATHING:4PA RATEDYz"COX PLYWOOD OR?ls ORIENTED STRAKu BOARD(OSB). ORDERING.VERI-.ACI IVE PANELS ON DOUBLE SWING DOORS,PRIOR TO ORDERING.PROVIDE SHOP DRAWINGS TO GYPSJ. WALL BOARD(GWB) u ARCHITECT,FOR REVIEW. HVAC GRILLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES 0 FL1 313.17 G 312.42 G 311.25 G 311.83 FLl 307.67 G 306.92 52 FLl 297.17 G 300.92 G 305.75 G 306.33 55 54 53 C 1 FL1 301.67 A Fll 294.67 G 296.42 G 299.75 G 300.33 57 C2 A FLl 292.67 G 293.33 58 56 C� 23 25 SIGNAGE: FL1291.67 W/O A XI- SALES OFFICE T W/O G 291.92 61 60 C2 X2-SALES PARKING-+ G 290.92 O 59 C 1 19 21 X3-SALES PARKING-> 62 A 17 CLUSTER w X4-SALES PARKING a O DR C2 15 X5-SALES PARKING,- 64 BR 11 13 CLUSTER X LU m o E o, X6-DO NOT ENTER B R 9 W Vr mN u 10 X7-DO NOT ENTER D L 5 7 CLUSTER f F-H�- a a,o 3 CLUSTER Z pNf YSUCKLE LANE YLO p�F-Uj °o C f STER PA H v, 19 FL l 313.17 - 5 0- 0 CLU -, U x r 3 CLUSTER B8 M 17 Z R 32 G 312.42 U Z o CLUSTER CC 50 FL1 305.67 Z °G gate to be n 15 B L G 304.92 u locked of all hoinlink fence Q r c n r c 15 ZL 31 FL1312.17 times 22 rn fence FL 1 294.67 7o N chaintink 18' O s l g R Y R O G 311.42 �^ 13 gate (0 27 79 G 293.33 D C•4/ �►� 20 c N BL F 1 5.67 m .92 JG05.92 Q n FL1293.67 O gR Z N 11 ZL29 FL1311.17 W!O 20 - m 9 7 D G 310.42 G 292.92 46 C 1306.677O Lt�� �25 81 G 294.33 305.92 n O N305.92DC2 N m n Z 27 FL1 310.17 FL1 294.67 pR o D 1 3ob.67 18 r m rn ' YL G 309.42 W/p O18 p A 82 FL1 295.67 45 A N G 305.92 M pG 293.92 84 c 23 G 294.33 305.92 45 � 5 R 26Z C) Z A C^ rn c rn Z 305.92 2 rn9.17 r Z C 1 G 294.92 3 O 16 25 FLl 30.42 % O o n 3 G 308.42 Z FL1 295.67 DR o 21 83 j i 43 G 304.42 G 24 z O 1 YRO W/p 86 16 O Z 4° 7 0 G 294.92 M - �. C2 p in m 14 note: w FLl 296.67 O 42 F L 1 305.17 maintain entire length of vC+ r 19 cm A G 304.42 international drive free FL 1 296.17 B L g L G 295.92 304 92 1 c N 5 from dirt times W/o at all W/O g7 14 70 O m o�� js�'o� G 295.42 1 305.67 A 7O G 303.83 o .\ e Z04 O 12 70 C 1 O �`�' e. 0.�1 Q C> n 304.33 39 O 41 note: Zoo `��o Go NO TRESPASSING oc o ��� _I (V N3 (� signs on all gates 2a o�� ,�oCL 91 8 G 297.42 �G6 roe o��` ��oc NOTE: � FLl 297.67 O DR 17 C2 C2 10 ® FF 306.50 tip 05�aG FOR DIAGRAMMATIC PURPOSES lw_ W/O 12 4.33 O sales Lf cS ONLY. REFER TO CIVIL parking c� o (� N G 296.92 FLl 298.17 G DRAWINGS FOR ALL RELATED � � n 89 G 297.42 / < f SITE WORK. r ,5 c;, / +directional Q const.sign LEGEND: U F L 1 298.17 B L O A- "A"UNIT D 10 Gam,, G297.42 37 BL 8 P 1 ©j BR-"B RIGHT"UNIT F-- O Q} W/O 92 C 1 90 FL 303.67 O BL-"B LEFT"UNIT U -�- G297.42 G 292 `r CI- "C"UNIT,MASTER UP W 13 F C2-"C"UNIT,MASTER DOWN � , �o < DR-"D RIGHT"UNIT ZO = Z � b y DL-"D LEFT"UNIT U 93 DR 8 L 94 G 296.42 ova'o� C 1 0e6l. FF 302.50 G 302.42 YL-"Y LEFT"UNIT W LU Lij FLl 298.17 11 C2 of �0 36 �� O FLl 303.17 ZR-"Z RIGHT"UNIT N Q Q W/O FL1 297.17 co 4 O G 302.42 ZL-"Z LEFT"UNIT 0 N G 297.42 95 G 296.42 ��'co 301.42 A +stop sign C 1 W/O-WALKOUT O Ob O O16, 9 A G 295.83 FL1 302.17 35 2 +stop sign flag man+ 27 G 302.42 97 C 1 `6s �, G 300.83 C2 y L 25 A O L G 296.42 op 96 F 3 FL1 302.67 O 4 f� ,� C 1 O 34 © 18 �'�� �eGs� C 1 G 301.92 }.. A � 7 G 300.83 0 ,p F,P O 98 2i G 293.42 ® `G�rA !� 9 23 FL 297.17 a W/p y 100 +stop si C 1 R6 � G 295.83 C2 2 FLl 294.17 O 16 B L �-- 99 5 C2 G 293.42 © A 21 0 Z 2 101 G 302.42 5 0�G G 300.92 w G 295.83 A G 292.83 5 C2 14 s40 1 1 o w FLl 303.17 C� 3 G 302.42 19 FL 1 301.67 E r--- �GJf 10 oe O 12 C 1 G 300.92 0 0 16'x50' p`s C 1 \cv�ec G 302.42 O�G,1 j� 12 � • r--- anti-tracking 1 rQ\C 8 C 1 'pp 0 17 A G 300.33 r G 289.42 pad o O 10 e 1 103 cG� G 301.92 A �� C 1 13 NL0 FL1 290.17 18 �`��� 10 8-pail 9 F N W/O C 1 gate G 289.83`c. fence FL1 302.67 8 15 G 289.42 8 ro O FLl 291.17 G 301.33 C2 1 - a//ttN 0 78 G 289.83 10 4 C: IN 288.83 104 A gate for construction C 1 ,q G 298.42 6 entrance&exit to be 15 77 G 289.83 FLl 2/o 105 �titi unlocked&open during 13 C 1 ° J w/O C2 �k• construction activity only. A FLl 90.92 FL1 299.17 n, G 287.92 G�JS at all other times this gate 13 C 1 76 G 290.92 15 G 298.42 W 109 4 must be closed&locked 3 C'e(if 72 r 11 ca A c D L rF��f-,f- 11 G 291.83 G 297.83 BL FL 1 293.17 ? N G 291.83 C 1 16 I I 2 ��Q G �yQ 7 9 70 G 292.42 FL1 294.67 ��� PC GJS JS��� C2 blacktop,_----- C(U C 1 69 G 293.92 oe 9 106 P STER/i 7 A 68 66 lavender be ed 2nd G 297.83 r- g pa 17 0 A 107 G 289.42 R/M 5 C 1 week of 9/20 O � O Ros BR C2 G 3 FL1�p0.17 F q C�JSTR 3 7 FLl 299.17 c Gt' C 1 G 289.42 12 C`�USTF ti F R GG 1 L 18 G 297.83 � R'/ �� i 5 A _ -- I G1' G 288.83 C 1 10 USrER EE 0 `�� G 298.42 --- ► ' R 75 A e C��sTER 19 O C1 • � 41 W o HN - - _- 110 G 290.33 74 C2 6 CLUST ER FF D b 7 3 FL1288.67 - O CLUSTER D 21 C 1 0 � O FLl 299.67 s W/O FL1 291.67 73 G 298.42 <G G 298.92 R G 287.92 W/o BR 4 2 '�.1 p q 1 G 290.92 G 290.92 q n DR FL1299.17 22A 1 i FLl 293.67 G 29 o O j W/O O - --- � G 292.92 67 65 C2 2 _ FL1�4067 FLl 295.67 G 298.42 23 a G293.92 UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT Gip 2 b O 12'-4 1-4 2-4' -4, 1 L ----------------------------—`1—I•' I_`i-----------------------------i� �� DECK ABOVE `����t !2 COLUMN i O'GONG. COVERS a 4 I SONG1UBE 8 O'GONG. I A3.0 FOOTING 5ONOTU5E I� FOOTING i! I-` 12'-4' I IQ NWO I I I - � .�. J_ �-�t >_J- -I-�.�t 1��1L Z Z W m o E a°o \ ,-� \ \ ' 'y C�� D vBLUESTONE 0 yo <565'-8" 3b-'1 �r O WA U c� ri 1 I EORE55 WELL v O 10" I 5 w/STEPS ri - IOL _ 35'-4" 5" U = z -� ---- - -------------------------------- -------------_ -- -- 1; _ - -------------------------------- -- -------- - ----- ---------------------------- i I ---------------376 -TMPERED- 37b3 PT------ -------------------------------------- TEMPERED 3 2X6 TEMPERED ------ ----------------------------------- TYP. _ i i 1 I O I ' I �—2x.4 5TJD;^TALL, ' I o N SEE DE`A'LS I P I I I i j l i too w OU.ARD/ T1 -4ANDRAIL l I A3.1 ' I ' I 1 I ; i � ------- 1 � � I FINISHED UNFINISHED a ------- K UNFINISHED 10 BASEMENT UTILITY I N ------- cXv UTILITY I N FINISHED --CL-- O I I BASEMENT ------- I 0 w Ul I I ' lb} , I ' �-- LKOUT 2x4 5TJD NA--, SEE NON-WA 'L e� I ' S)=E DE'A+�S '� �' I � BASEMEN-FLOOR i i ` ,L��SJ -''�x&STUD WALL-\ 0 =LANI FOR I 1 I IT 3'-O' -0t 5'-O ti 1 CV INFORNAT ON IN i i O I TH 5 AREA CV I 1 2x6 INT.WALL - I 32"x60 w/S "TUB I "� J - HOWER°1 i V I p N WALK-IN Z CV 1 i i CL m I i �6. I T ! O 1 O Q) 1 A3.0% 1 CPT CT I Fes•- j 31 A3.0/ O Z '�- I ,jo• 0 2x6 INT.WALL 0� �9 I J N Ul "SG�6d. " 1fl O �b�b 1 I Z `L Q cn 0 I I - I I i I i _____ _ _M�_ I I i i O U � lil i I i I EJECTOR P'-/ I - v> ¢Lu �- r-----------------------------------------------� i PUMP FOR i ----- --- - 0 U 10 Q BATHROOM I N OJTL'NE OF STD AAi-= I ; ' ABOVE(T"P.i I OI 1 � I I I I ELEC. I I n1 PANEL +2"xl2'x4° WATERS i II W 1 1 I DEPRZ_55"ON AN i I 1 Z N SLAB- >° U. I I J I ' ------ I i i I o UJ L—SEE NON-NALKOJT O BASE`'TENT FLOOR i i HVAC �� UNEXCAVATED 1 I �- -� =LAN=OR 1 I I -� 1 UNFINISHED I I I , > _ �O INFORMATION N i ' ' i UTILITY I I SLAB ON GRADE I Y • THIS AREA i in i 1_ ^` I I ' I IO o_ I I W r— ' I I 2 1 I I i I 2 y/ A3.0 I L ----� I-- z I i -i it (D D� r 1 N ' 1 J ' I g _v ^I I I I ' 1 V` i � � � V/ j ui 1 0 c: N I I ! I N' r— 0I d� 21 I I I C ' I 1 ' 2, I 1 1 I 1 U I I I I I I p l I 1 1 I I I I J' 1 1 I I � 9 •� 1 I ' I 1 .I I =+ � ' I 1 I I I n )( I ' ` I 1 L----------------10 &j ; '---------------- ----------------------------- --- I L-----------------------------------------------J I -_---_----__-- I O ' I 1 1 j CL ------------ --------------- o _ _ I I _ Ilf--------------- '; I I r---------_---------------------- ------- Z i ir--•-------------'7 I ; r--- ------------ ------------------------------ ± - .. 7I"_1 I I I allix L r J '-1 ' r � --------------J I J ----------- J r� i i ' o r UNEXCAVATEb' ------�---- 3 ' ' I i , oz 1 1 1 SLAB ON I x I I L--------------J I I I IL �---- > ' -----------------J 1 It a ' --------------- I I A3.0 I R I of r ------------------------ J t L + --- Ix 0- CL BASEMENT FLOOR PLAN w/ WALKOUT , z BASEMENT FLOOR PLAN • SCALE:I/4"=I'-0" 4 \I - --- --------- - SCALE:1/4"=1'-0" FLOOR AREA'C2.C2M.CY UNIT- BASEMENT- 792 SQ.FT. p FIRST FLOOR: 1,654 SQ.FT. SECOND FL_00R_._1,001 SQ.FT TOTAL- 3,447 SO FT a GARAGE: 503 SQ.FT. 0 2' 4' 8' C VOLUME: 32,436 CU.FT. a 0 a a COMP051TE 36"H.PVG 36-7" DECK NG 6JARDRA':. -i- t-- WD.DECK OR BLUESTONE PAVER 3 3 z z W ;c E Fo A3.0 12"GOLUNN A3A "'V' c c°Di 0- ir-A`ROOT BLLOW ti.- >o c° `p -4 12'-4' -4, 2'-4' COVERS I-4 I C W U O -------------------- - - 1 1 O0= 0 O Op r -._., I ` ROO. I �_j _, ". D GUARDRAIL N/ ' ABO✓E i _ a3i v 6A-=36 I I .fl, I 4 at U ABO/E GRADE 2 4' i 10'bY�° - I6 Z" 1Y�. '-O I "r O- ,_" 9 ' • _. I 1 --------4------------- --------- ------------------ -- ----- i------------------ I'm cp--- - -- - - - - -- �r=________ FCSMT 4'��TEMPERED D TEMPERED I 3763 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT i i fC.qr j► 1 { CSMT L------ TEMPERED !3)2X6TEMPERED TEMPERED TEMPERED jr-------------------TY�) (�)2X6(TyP.) - '� I I 1 rvO /5.`2X6!�P.)UP �' � 1 ( r o I I I I I r- `� GUARD/ _O HANDRAIL �1ii i 5 II I I 1 LIVING -r— IW-A 1 1 ' ! I - i BEDROOM#2 r-- ' � ' • 1 11 1 I I I , a v � = I I � � I I � "_� J=====_-- ROOM ' MASTER QJ m I I Nt- I L--- L--------------- I 3'-b/' { .D , I U , , - ' BEDROOM 1 I r- STAIR 1 A/r\� in 1 I U `ry I 1 36 I w.PREFAB`9 I i --- ` = VET:PFREE 6A5 I ' i 50 D ITS FiE SAGE a - A/C -_ I ,� c o A3.1 A3.1 m I N -7'-3Y2" 1 ®' i b'W DE-1 A3.1 A3.1 I'-10/z __ i I N --OPEN I'-4Y2' vz� .--- --------- --------� , i-� I c� BcLOVv� --CIIIJ <- OPEN 1 ABOVE A/G U ITSCNT I .+b0 DN - 1 I DN � +b� O GONG.PAD-� 'l.b b� t, I I I I MC I V) = O �+ I I I I I E ry -T--- - --- -- - - 03 a r, �< 04o I N u i FL CL a I I I I I I I ICI D_i F ��,2xb(TYP.) WALK-IN i n Z N N DINING I -61'� +'Db _I I INrA TkRI I I>I ; I \ pI CL 1 ,`. I i r 01 M ROOM ti ry _1__ I CL �ATY I aI 4 w - wl 0 __ I N T j N 56"HI6H i- I �cc I I- o r I F S�JARD/ 0 C -3Y2I' I I`' I u HANDRAIL .0 m O O a) _1 71 1 2.2 o !z I k ' O z I + MC ( 01 o _ h _ - WALK-IN Iti� I I I I N; o I Z LL Q N 1 - oa�o -- --- i CL o I I I 13 - _ O A3.0 ----- �i I ED SHOW `r� A3.0 A-0 , ' BATH w/ EMP ED I I `� HALL w I I l I l I in �A3.o CL m I rJ ' 3 ° 1 w G GLA OOR = I , I 8-_y2` I tn U J di a Slt'yli----Q�-- I 1. N '� m i , N —� 2x8 INT.WALL w U Q - 1 `" I -- o o in KITCHEN o we I W I I m w 1 Q m 2x6 INT.WALL I I a' I BATk o 3 3 3 ' i I �_' II i � I x N In O I "' v"• = / E I I ,L o O ° 30"X30' ` p, i i Z o , Imo,+; i r ATTIC w S a= 1 , ACGE55 ( ^, ° ° I -- W N — I F—' I x � C 11 ' ' u_ N� ° U. METER I 1 1 I 3 IY GARAGE WALLS 4 ,; WALK-IN • C...OSET w/ UJ I 3-6 z d CEILING TO HA/E g/e I i LI EN 0 CL I r- WEATF+ER I - TYPE"X"GYP.BOARDZ I j O 5"R'PPED `I i REF X i 1 o I ` O DOOR 8 cn `V i 16 I 6f6, I 'o L. HEATER 2'-5Y4" b'-'V2" 3'-IOY2 6'-01 p I I S. B. - T L ," V 0. �...'" �ORIL" m ® C E I I" i �• r— GRILLE = I 1 GARAGE In _ N J N I ' b _ W W I 1 � � CL N = 2 2 I I 2 2 s. I ;A 0+6 o n UNDRY r---------------------� BEDROOM#3r— ,� 2°-4Y2' s" I I i --12"DEEP e+ I I I I I 5OFF T, FOYER I �_ 1 1 N I �f SELF-GLOS NO 20 I I L_ I / --2X6(TYP _ _ p!I I a. `sG6�. � I M N.RATED DOOR I I , -------------�-------------------' 0 N i i m I 3763 CSMT 3763 CSMT 3763 CSMT TEMPERED ml' I t �' I I I 1 2959 CSMT 4rl I 6+6 t6'0"%8'0"OVERHEAD V II -------------------, = J r— I t -1 ------------w�----------- ----------- -- 2'-56" 3'-�'_ I I Lbv I I ' -- - P I I I� c ! _ I (3)2x6 o S K I TEMPERED -� I , , I 5-3' S'-3 5'-I (3)I29311CSMT 3 A3,0 I ^_ 1-O > BLU STM 4'-�" 4'-T, 2'-O" Ib'-O I'-�" RXI-iN6 I a WAIL , TEA• ABOVE I L:NE OF WALL BE_OW A3.0 i v a SECOND FLOOR PLAN FIRST FLOOR__ PLAN SCALE'I/4"=1'-0- FLOOR AREA'I C2M.C3"UNIT: CI� ----_ SCALE:1/4"=-1'-0" BASEMENT: 792 SQ.FT. FIRST FLOOR: 1,654 SQ.FT. SECOND FLOOR: 1,001 SQ.FT. TOTAL: 3.447 SQ.FT. a ri 0 2' 4' 8' GARAGE: 503 SQ.FT. a VOLUME: 32,436 CU.FT. o 0 h A ALUM IKI GUTTER ROOF BELOW TER -J L-J Z Z Lu :) E ISO' _NF, WALL BELOA Lu C C 010 C4 ,4 Y*'� C 0, D.S. D.S. a Lu U D.S.101 D.S.fflH du 0 MA c-d 0 0 c --------------- ------- ------------4. D 0- a) -------------- ---------------- u u--------- ------ -,z u D ii � C•4I ,`�i� 0 i( ;���f w sill � t I !i ! N II li - E EPPM OOF MEMBR 43 PER F SLOPE < V) .i ICL LLI Lij -j < I.- Lu < 1 ' , ; 0 I I + i � D.S. UJ 0 0 co VqP FRAMED j CH MNEY v41 1 2 TH NBET BRICK i A3.0/ C*4 VENEER 4 Lo 04 N i I _ Z a) A /PEE L--------------------- -------- -- I I 1 11 1 D.p 9 ZRA L N6 BELOW L----------- ----------j (TYP.) 7r j ALUM."K"GUTTER LIKE OF WALL BELOW 6A3.0 ROOF PLAN SCALE:1/4'=1'-0" ti 0 4. 8' BLACK A-UM. GAP �---FIBERGLASS/ I FI5ERGLA55/ THINSET BRIG'G ;° ';';';'�, ; ; ASPHALT ROOF C ASPHALT ROOF I ' I I— 1 \ SHINGLE - 5HINGLE VENEER—�_\ i 'i 1 i ' ' ice'- ;' —METAL FLASHING NETAL CHIMNE" '1 / AT THE HEAD OF METAL FLA5H NG FLASHING AT / ALL NiNDONS @ AT THE MEAD OF ROOF(TYP.) i - ---- _ - - �� DOORS(TYP.) ALL N1NDOWS 6 ,� DOORS(TYP.) —-_— -- -- 12 C=AVE5 Ix PVC TRIM Ix PVC TRIM® 12 ,� � �� �\ �gf E EAVES 8 g*� ,% t0 ` RAKE5(iYP.) Z Z W E% us co 0 RAKE5(TYP.) _ ' q _ �.\ 8 �n y o q v H y H > C o SII ASHING AT ALL A3.1 ,EPPED METAL �/ 6""<"'STYLE —-- / \\�` _-----5/4 P'/C TRIM oe C us o t 0 I --- _ WHITE ALUM. _ `� 0 `O c ROOF TO 51DENALL ,�' ° -- GUTTERS rat/2"x 3' AROUND U = 3 w INTERSECTIONS(TYP.)—- \ �.' ( WHITE.ALUM. `.\ DOCRS AND V z `o ----- --- LEADERS(TYP.) / �.�—____- NINPON5(TYP.) ae U `� STEPPED METAL D.S. �� S. FLA5r I NCG AT ALL G_MENT30ARD ' ROOF-O 5 DENALL SIDING,SYa"REVEAL—_ ( I _____._—_-.__ 6„"K"'STYLE ! NTERSECT ON5(T"PJ — - F_ 717 r WHITE ALUM. I = C. 7 I I GUTTERS rt/2"x 3 I -GEMENTBOARD �f A3.1 , I NHITr ALUM. i - -- - - - 5 DING,5)'4'REVEAL -J 1 12 5/4 PVC TO LEADERS(T"P) I 1 i 7 f AROUND R M 10 7i, I D S: A3.1 r DOORS AND ME 12 NINDOn15(TYP,) !I' SLAT EPDM �10 2 T,O.SUBFLOOR ---- •-- —-—-—-—-—-—-—-—-—-—- --------- —•----- — — ---------------------— ------ ------ -------— --— �,,,_—_—_—_—_— � T.O.SUBFLOOR I. ROOF .--6' K"'STYLE DEGORATI V E v —�—-—- -7�1Wt'T�-ALUM. RAIL NG GUTTERS w/2"x 5' Nfn TE ALUM. - - LEADERS(TYPJ HATER METER CLOSET _ — 13EYOND—� (V c N I L z' 1' _- - H COLUMNR� _� I H' 12"SOUARE l COVER OVER y� COLUMN !1 Q nD COLUMN D D— -------- �n _ S: ____ N COVER OVER -- I i I I _ _ 4 W ND.COLUMN , -— p t- } r- Oil pil T.O.SUBFLOOR - — _ —— —— — T.O.SUBFLOOR —_- - ——---- - i - — — I --- - ----- — _— — O I i , _ ; ; ' N O I I �- LEADER INTO 1 I I I I 1 r` I I I Z BLUEgTC?NE TERRACE 3 , , 2 —,i IN`5H GRADE I j i , { , , BLUESTONE , , 4 , , , i F N 5rI GRADE N ON CCDNG.5LA5 A3.1 i A3.I , i A3 2 DRAINAGE ,I I I I I PAVER TERRACE— I 1 A 1 + 1 , O 76 �j L----------------J L ------- EI SIM. ------------- -------------------SYSTEM(TYP- , �I() v 11 ) V `1 () V `1 I I I I � �0 L— T-I------------------rJI r------------------------------- II� J 1 Q �..�».�....— - -----J L-------J N III I LLJ C &FRONT ELEVATION j j j j REAR ELEVATION O o a) 1 I I I SCALE:1/4"=1'-0" I I I T.O.SLAB I i SCALE:I/4'=i'-0" I -i-- g --►-�———-------:-a-------------j --——--_....�.._.._._.__...._.._..._.._ p T.O.SLAB i- —I+---—————-----------—----------------------------------+-.ir.—--•— �/ D , �J L------ ---ri L-------------------J '-' rJIL------------------------------------------------------------•-----------------------------------J L1 Z Lu N I -------- 1 I I , O � Q ----------------------------------------------------------------------------------------J X ---------- � w w U -' v> Q -BLACK ALUM. u N UNIT A BEYOND GAP �---F BERG A55 UN T A BEYOND ASPHALT ROOF , ,i,i,i, -THINSET BR GIG j' 5H NG-E , , , , VENEER GENERAL NOTES: O 1. SEE EXTERIOR ELEVATIONS&SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS,UNLESS _ 1 >- OTHERWISE NOTED. �� 12 ' � ' ' ' ' METAL CHIMNEY 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED. \,t0 - FLASHING AT 3. 2x6 NOM.EXTERIOR WALL FRAMING 8,2x[.NOM.INTERIOR WALL FRAMING,TYPICAL, ,� v ROOF(T"P.) ^` UNLESS OTHERWISE NOTED. - — �— 12 _ _ _ \` ___ -._ __--__--__ W METAL FLASHING U. AT THE HEAD OF � uJ - ALL NIN-ONS g O DOORS(TYP.) 6 r-"- WINDOW/DOOR NOTES: 3 _._ _____ ----___ I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS,AS SHOWN ON ELEVATIONS. �/ A3 2 • 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 5/4 PVC TRIM 1 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. AROUND I ^` 4. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. DOORS ANDe-- NINDONS(TYP.) - 4 i f i N W LO X. _E x PVG TRIM® i OjE_L] 1=1 0, IN E14 EAVES 8 ; DC 1 QA�NG T VE RAKES I= -- ' O PDM PAN , w 1 FLAT EPDM d) ' J ROOF--• 12 W r1T.0.SUBFLOOR —2 ------- � 1 4 1 O O --5/a PVG TR M cV --- - HH CORNERS(TYP. E r— 12"5GUARE 12"SCZUARE c D.S. COLUMN A COLUMN COVER 0/ER n COVER OVER 5 ND.COLUMN r------1 I-------1 ND.COLUMN o CEMENT BOARD - - I ----I I —--I --—--------— ---- --—-----——— --^— — ----—---- --- —SIDING.5Y4"RE`/Er T.O.SUB FLOOR , , , I _ S --- L---- -J L-------J — a -~ --(3)ELECTRICAL LEADER INTO --WATER METER CLOSET 1 1 A/G UNITS ON i 2 154UE5TONE TERRAC I 1 ___--___T_______ , , F N15H GRADE , METER LOCATION DRAINAGE w/NEATHER STR PPED I w 1 I r---+r--�r- �---� , , GONG.PAD A� :ON GONG.5LA5 —1- I I ° 11 ° I, I ��. SYSTEM(TYP)J DOOR 8 HEATER I o I is III ;' _11 I 1 GUARDRAIL Iv/ 1 '� --- -- k==ter—=��3.�ra_� 1 I ,) II 1�1 u 1� 1 I GATE 36"H. 1 I I� ,I a III n I, I I ABOVE GRADE I r-----------------J C4 e --r---�a-r-- it-- '1 I _.`—EGRESS I I E JL_= , I I WINDOWS IN I 1 I I ,1 11 111 tl I I i I NELL W/STEPS I I r L �-Jl�- `=�J SIDE ELEVATION -- -- T.O.SLAB i i i i SCALE:1/4"=1'-0" i i 0 2' 4' 8' 4 g - ------1-- ---— --------- -—-—-—-—-—-—- --- rJL------------ -------J L-r----------------------------------------------------------------------------------------------------------------------------J L� o I I I 3 L---------------- ----------�--------------------------------------------------------------------------------------------------------------------------------J u 0 F IBER6LA55/ A5PHAL-ROOF SH NGLE " --METAL FLA5HIN5 f AT THE HEAD Or- ALL WINDOWS E DOORS(TY".) 12 12 Ix PVC TRIM m 10v /_--_.—�___—_ \\QSt / EAVES e RAKES(TYP.) ZZu+ mo Eo' - 7 \\\` N�=It- yN U< 6,�„K„ STYLE A3 1 A3.1 o W U a� �` �G�++ Ot p" WHITE ALUM. / `. -5/4 PVC-R M _ 11710 c GUTTER5 w/2"x 3" _-- — AROUND U = s 3 9; WHI I=ALU`'1. / - ��. DOORS AND Q Z o LEADERS(TYP.)--� �' `�` W NDONS TYP.) cc U -- 1 STEPPED METAL \` g FLA5HIN5 AT ALL ROOF TO 51DEWALL a \, INTERSECTIONS(TYP) C. I -- CEMENT60ARD 5 DING,5Y4 REVEAL 6-5: Ell A3.1 * � 12 FLAT EPPM 2 T.O.SUBFLOOR - --.—..----------------- --ROOF--- ._ _.----------- -10--- 6' K'STYLE —'�--- NH TE ALUM O OUTTER5 w/2'x 3 NH TE ALUM. LEADERS/TYP' , 12"5OUARE COLUMN F z COVER OVER WD.COLUMN _ ;' i I o---' D 1 w ---- uj 56"H.PVG OJARDRA L--- T.O.SUBFLOOR — ---- Q 12"5QUARE _ -- COLUMN r COVER OVER , -� AD.COLUMN — --__..__ _ i ____ _- O 0 � 6 9C I uj N � 2x4 P T.P%D. W j i I \AILER5 REGE55ED W ! I NTO END OF GONG ' i i; FND.WALL O Z O Q. B T.O.SLAB - ------------------ i2v� z w Q v) , , --BLACK ALUM 0 FINISH GRADE UNIT"A"BEYOND GAP FX UNIT'A'BEYOND W— FIBER5LA55/ ce J ���( ---------------------------( --------------------- -----( ------------� -� t ASPHALT ROOF , , , , , THINSET BRICK N Q Iw- I SH NOLE I I I I I I VENEER w U Q �-- --------1---------------------------L--------- -----L-------L------- I I I I i N Q REAR ELEVATION w/ WALKOUT ___ ' SCALE:1/4"=1'-0. F W \�� ' ''''''' METAL CHIMNEY A3.2 �t0 FLA5HIN5 AT ROOF(TYP) O [2 _ 10 ' METAL FLA5Hi\G AT THE HEAD OF ALL WINDOW5 I ,F DOORS(TYP.) — - _ — --- -"-- Z 0 U.3 > 1 1 5/4 PVC TRIM ° Lu AROUND 1 O r— DOORS AND ; I — 0 W NDGWS(TYP.) � o x PVC TRIM pLU ILL, p 1-1 1 EAVES A ESKES(TY �—DECORATIVE a ` � �/ LO a �i EPDM PAN � RAILING =LAT EPDM i I, ROOF — I �10 ~ _ c N T.O.SUBFLOOR ------------------------------------------------------------------------------------- �-2Jk. ii ----------- ----------- 12" � � J SQUARE 1 Z W COLUMN COVER O'/ER WD.COLUMN- j -- - - I - dH - - --5/a PVG TRIM £ sV ; I CORNERS(TYP. o N I ` QI r Q ___. -12"SQUARE COLUMN 36"H.PVC COVER OVER GUARDRAIL I GEMENTBOARD I I I I ' 51DIN5,5).,"REVEAL T.O.SUBFLOOR I ——-— ----------------------------——------ —— ---- I ---' I ----' — — — ---— -- rr--,--*---"---r---I---TT--r— ---------- —— 1I L-- ---J L------J u2'5QUAR (5)ELECTRICAL A/G UNITS ON ^ATER NETEQ GL OSE- ' o IBUEBTONE TERRAG�COLUMN FIN15H 5RADE �A METER LOCATION CONC, PAD w/WEATHER STRIPPED COVER OVER u :ONGONG.5LAB ::BOOR 8 HEATER I I I I ND.COLUMNI.____----__-- -, L L LEADER INTO I ' ------ •DRAINA6i= � i r-------- ---� 6 I u - STEPPED SYSTEM(TYP.) FOUNDATION WALL 2x4 P.T.ND.NAILERS p 16"o.c. i p " REGE55ED INTO GONG.FND.WALL I I Q DT.O.SLAB _ —.—.---——-- --- ----__.—_----------- —.__———-----— ---—--------------------1 I > D I—G 1 I I I ' SIDE ELEVATION w/ WALKOUT SCALE:1/4'=1'-0" I I 0 2' 4' 8' l 1 ' 1 `o u 0 FLAT EPDM ROOF --, SLOPE Ya'PER FT. 12 !r ':i;:oi�o'~':'..3:�3: '-.:'s� £:ii;���•.'�•=i:::y: �:•2`.'• 'cS: .r.c- VSULATE SEPARATION YNALL TYP) - 2 .c`•,. z z W U Q O t: E: OG O W o 0 "o 12 --- - V x t 3 <avl 10v U a� v Z o INSULATE '' i °L U SEPARATION WA-L -YP.) f FLAT EPDM 3: T C. awl 12 HALL v BATH ?->' BEDROOM#3 10 - �-5&"HIC7H is irl GUARD/ HANDRAIL =' Z T.O.SUBFLOOR —_— '____-___ T.O.SUBFLOOR ——— INSULATE PERIMETER 1 N ry x In O=GARAGE MASTER 3 O GARAGE E:O v KITCHEN W CL-IN v BATH FOYER v' LAUNDRY Z O O O - O it a > w lzz tj%T.O.SUBFLOOR -- I . . - T.O.SLAB ::s z.<:?:;::?>: ::z:SUBFLOOR '` ------------------ =�>< := 0 DOOR .I INSUL ATE Z T_ FLOOR OVER O 1 FINISHED WALK-IN �' UNFINISHED 5FA N s+�E� f f•= - v BASEMENT CL BATH �• °� UTILITY SPACE(TAP.) U o :• w N 1. C� .�— T.O.SLAB �j T.O.SLAB Z Z B — — B p N Q ° •• � ° z Q cai O BUILDING SECTION BUILDING SECTION a- 00 SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" U J iLl W Q Q N i _ <:3: ::2::2 ':2::. :.2•{. ^:fi2:::2:�2...Z =:3.;<-..-: •<.:. ��_.;i:i:::'r`:?:-w::< ^-�2ci: :c:>.:�<2 2;:3cr>c' S:'r'w::f. :2�?:£ ?:2...:•.':�Y<ic�:2 c:?-..-. �:-�'�:?- �=:c. 'S:2:aim}:2..- :.�•. `>vc '`c-: ::_..c�:•:>:. ..?=�- Y .'?c::�:{ c:i:;r.. ?:c� .�� •lam•'.<•�: :�.%=:.x:2•}�•;c.. :c-<x•xm:<.-... <:<.•:;.~; •;?:SeL':t.>c.+. �-•� -��:i: ->:c}•>t-}:<<}:r �c:ox� �}x•. •�•>::- .•%mac: .x:� �:�•� Z:r�.:c<•ti. '�.:.. z:s.-:. •..::�:..:. =.......?:c•.... .... .:? •... ......:<:: :s.... r-r.::�s:. >.:s:=} "�...... ... ..2�ss. :=c•. .-�::• .z•..-�::_. :-�. ->:<. Z .•.K: :.:2s::, :.a.. •r.<..:• :.2. :.Yc• •<%c �-<-:mac \v.v:,:.. _.>. .}.:-.: a is '�:i•-> :�:4.:: Y:<-}. %..�._v. 1` O i 6� � �'�"FIBERGLg55 I 3h =I5ER5._A55 2) 'GYP SOUND I ^` SOJND ATTENUATIO\--�—� i L NER PANE-5 ATTENAT ON-----_--_ i W I � J� I � z I ==_ _== - IIcnr-- 0. HALL BEDROOM#3 ` L0 i BEDROOM#2 v r , N a �? — O^�' e THERMA_ 2, i'GYP F-AT EPDM " FIBER OR BOARD ROOF _ APPROVED LINER THERMAL __ I _ CL05ED CELL FIRE 5TOFP NG—� � 1 6 PANELS 2 T 0 SUBFLOOR } Y :�:3<:.2.' cc:c:iac<<:`::<:Fs�::::.i�:�2=:• rr%?:2< ::>,?o>i:.:•:::G�c=32:`::c<�?t:.:mF 3°-R OR .7 5P RAY FOAM APPROVED 2 •:.- >:i:+:::>:}>:<;S: �.:: F RE STOPP VG <.. SEPARATION WALL DETAIL INSULATE SCALE:1-1/2'=1'-0" PERIMETER SEPARATI O� WALL DETAIL SOPEN CELL"X"PQAY FOAM MASTER TMPGARAGE 4 SCALE:1-1/2"=1'-0• b p -1 MASTER 2'50UARE BEDROOM v BATH GARAGE P COLUMN O # r— _ COVER OVER o WD.GOLJM\' — S SUBFLOOR - - - - E ., >- T 0 SLAB —� - - - - - - _ 0 DOOR a f o INSULA±E ' - FLOOR OVER - UNFIN'SHED • FIBER OR `fl L- --� 5PAGE(IYP.) l9 APPROVED 2, 1 GYP s UNFINISHED �I BATH FIRE STOPPING BOARD UTILITY INSULATE HALLS LINER PANELS ADJACENT TO SEPARATION WALL DETAIL _ UNFINISHED 6 51 AGE(TYP.) � y SCALE:1-1/2"=I'-0" _ B T.O.SLAB ———- ° ° 0 21 4' 8' U q) BUILDING SECTION a 3 SCALE:1/4"=1'-0' 0 0 2x6 WD.LADDER ROOF CONS-RUCTION, w/BLOCKING® ROOF CONSTRUCTION ROOF CONSTRUCTION, SEE WALL SECTIONS--1 %AETAL. I6"o.c. SEE WALL 5EGT Ohs METAL SEE NALL SECTIONS ROOF CONSTRUCT ON ALUM. K' DR P DR P SEE WALL SECTIONS GUTTER I EDGE I'-0Y�" EDGE 2x WD.BLOCKING _ y _------------- - - _ - - - - - BETNEEN RAFTERS --------------- -_---_--_--_--_- - - PVC =� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ METAL \, - - - I TRIM, -t1- - - - -_-_-_-_ - _---------- - - DRIP 12 _-_-_ °� PAINT - ---_-_-- - - - - - - - - - EDGE 10 - - - - - - - - - - - - - - - r AEU" K' _ _-_- I 1-RM/G zzUi �� EI" GUTTER r`�l - _ �9 II - --------------- PANT -_-_---_-_---_--- �W„ c c°�v > ca 7 r - - Ix PVC PVC - - - - - - - - - - - - - - - - - - C W U 'o RIM, -tom- _ IX8, _----- - - - - - -_ - - - _ _ _ W C O ne 5 MP50N-4-4 OR PAINT a Ix PVG TRIM, _ _ _ _ _ _ f" °o v H-5 HURRICANE : m F.EADBOARD PAINT 13/y" ----- --- C> s t 3 i GL P®EAG�I 5/4 P`/G TRIM b �1 d" 12'SQUARE - -_- EXT.WALL -_- EXT.NALL U ^Z v RAFTER'TYP.) EA.SIDE OF i COLUMN --_- CONSTRUCTION, -_- CONSTRUCTION, BEAM,PAINT CO`/ER OVER SEE WAL L - --- SEE WALL a x8 PVG % ;n ! WD•BLOCKING r i WD.COLUMN - �= SECTIONS - - 5ECTION5 TRIM, / - Ib'o.c. ROOF CONSTRUCTION, D in �+ PA NT EXT.WALL SEE WALL SECTIONS® \� CONSTRUCTION, C. T RI SEE WALL PORCH EAVE DETAIL MAIN RAKE DETAI L DORMER RAKE DETAIL PVG HEAD - �-� TRIM.PAINT! SECTIONS 6 1 8 METAL IN W NDO,N A5 � SCALE:I-I/2"=I'-0" 7 SCALE:I-I/2"=I'-0" SCALE:I-I/2"=I'-0' DRIP 12 SCHEDULED - 56'H.PVG EDGE_ IO GUARDRAIL \ / 6 ,----'--�` ND.NALL __-_ .ALUM."'G" \ 3.0 FR.AMING, _ _ 1-SEE WA ON5T., y I H-5 HU4Z H A E 9 GUTTER !-I-5 HL'2R GAME t _ MAIN EAVE DETAIL WD,SILL SIDING 8 -_-_- I 'S l -a -- _?--=-=---- -------------- -- '5 SCALE:1-1/2'=1'-0" PLATE - - - - I RAFTER(TYP.' LAT_ 51DINO NG _ - SECTION 1'-OY4 CLIP EACH :: :__-___:_::_--__:_ _ BELOW THIS BELOW THIS POINT HAS POINT HAS ' Ix,5 PVC 1 _ TO BE P.T. TO BE P.T. m I TRIM, COM MMI ODP R3IJ Ix PVC 1 PAINT ? I TRIM, > P l HINT Ix PVC I � - TRIM, NOTE: Ix PVG T_ PAINT-- Z I PRIOR TO INSTALLING SHINGLES.INSTALL GRACE"ICE 8 d) FINISH 44 4 I i BEAD$OARC WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED, MULCH RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES. 5/4 P`/G TRIM 6" �" -12 50UAQE N I TYP.ROOF CONS'. r r EA.51DI=OF GOLUM\ > EAVES.RAKES.VALLEYS.HIPS.ROOF-TO-WALL g/y PVG i"1 / , , i w • A5PHALT/FIBER6LA55 INTERSECTIONS.AROUND ALL ROOF PROJECTIONS.AND ENTIRE � PAINT---� i BEAM PAINT G- COVER OVER i i�P.T.ND.BEAM , + ROOF 5HIN51_ ROOFS THAT ARE FLATTER THAN A 312 SLOPE.DIRECTLY TO m J i WD.COLUMN I • 15#BUILDING PAPER ROOF SHEATHING.INSTALL'ICE&WATER SHIELD'FROM THE 1 • 5/8"EXT PLYWD SFr'=ATf71NG EDGE OF THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR -- \ G GRETE ��-12"SQUARE • ENG VEERED WD.ROOF WALL LINE. INSTALL PER MANUF.INSTRUCTIONS -FINISH FOUNDATION HAS ' ' COLUMN N t~ i TRU55 w/5PRAY FOAM GRADE-) TO BE ABOVE 4 a I COVER OVER O PORCH EAVE DETAIL J o Ih5U_ATION !- GRADE WD.C.OLUMh � SCALE:I-I/2=1'-0' Q CV • 5/g"GYP.BOARD PA NT TYP.ROOF GCNST._ PIW•bb 9 DECK DETAIL TYP.=LAT ROOF GOhST. Q FOUNDATION DETAIL c ---- • EPDM MEMBRANE N • ASPHALT/FIBER5LA5S SCALE:1-I/2"=I'-0' , ROOF 5HIN6LE SCALE:1-1/2"=1'-0' • TeO 06 o I • 15#BUILDING PAPER ►... TYP.SECOND FLOOR GON5T. - SHEATHINGT PLYWD. • 5/8"EXT.PLYWD.5HEATHIN6 -: N _ -- • 2x10 TAPERED WD. Z • ENGINEERED WD.ROOF 12 RAFTERS a I6'b.c. I 31N SH FLOOR TRO55 w/SPRAY FOAM 10 _= _=_ ` • /y '45 PLYWD. �;'� ____-__ _-_ E • 2x4 GLG.JOISTS :-_ -EXT.WALL GON5T O _ ROOF GONST.,SEE - XT.WALL GON5T. O INSULATION - :_ _i DETAIL 2/A3.1 SEE DETAIL 2/A3 Ix /G BEADSOAQD SEE DETAIL 2/A3 H-- -�-- SUBFLOOR -__ -__ c� • 12"FLOOR JOIST _ U Z Q. • 5/b"GYP.BOARD,PA NT _=_ 5 - --_- _- 5/4"PVC BEADBOARD SLOPE Yy"PER FT. _ tw ' T.O.SUBFLOOR T.O.SUBFLOOR 5OFF T -- Z .._J N A3.0 ------ _-_"::_ - --------.'t--------- T.O.SUBFLOOR ----------;- Q t� 2 : __ `I 2 .r------ O T.O.SUBFL00 i i _ -_-_ SAVE w 2 _^_ --__ - GUTTER, _ I EAVE w/ _-J� I ui - SEE DETA L '- GUTTER, r � Uj 5 ---------__ SEE DETAIL w U ~Q 0 A3.1 SECOND FLOOR 6 i 'r i __ SECOND FLOOR ' EAVE w/ o a- GON5T.,SEE DETAIL �I _ '' -- CONST.,SEE DETA L GUTTER, i i TYP.S�GOND FLOOR CON.,r. 10 , i �- , 2/A3.1 2/A3.1 NT SEPARATION WALL ScE DETAIL • FIN 5H FLOOR UL-U336 2-HOUR RATED ( __ • SUBF_GOR � ' F I I _ 5TG RATING 6 T&G,LYWD. ' =1 I 1 O • 2)ROWS 2r4 ND. • 2"FLOOR J015T 12"SQUARE + Q r ( WINDOW AS I • 5/e"GYP.BOARD,PA NT 5TUD5 8 6 o c.w/3Y2' SCHEDULED COLUMN m r F BERGLA55 AGOU5TIC = -_� ( COVER OVER AT-ENUA'IOh ry ND.COLUMN • (2)I 6YP.BOARD TYP.EXT.WALL O ! �u DOOR AS OI , < W z L NER PANELS - �' 2 5QUARE ' i o Z = Q SCHEDULED = ' 0 • IY2 A R5PAGE,EA.5 DE • CEMENT J GO_UMN I DOOR AS p u - -i j •Yz'6YP.BOARD,EA. GLAPBGARD p COVER OVER m • + 6 ILDIN WRAP = TYP.TERRACE I , SCHEDULED BJ w ,[ U 5 DE PAINT - = WD COLUMN- o i --- - • /2 EX'.PLYWD. p1 TYP.FIRST FLOOR GON5T. n n -N p - • "RANDOM N J O i 1 SHEATH N6 -1 i ' F BLUESTONE 04 MUD5ET 2x6 ND.5TJD5 'i QJ • FINISH LOOR r- , O 1 TYP FIRST FLOOR GOh5 T. • ® 6 O.C. w/ = r • g/a"TE6 PLYWD. • 4"REIN.GONG.SLAB L- I -- • 6"GOMPAGTEPca F N 5H FLOOR SPRAY FOAM 5'JBFLOOR • = • I&"FLOOR J015T GRAVEL SASS ON o I • g/4 T&5 PLYWD. NSUL,4T ON L r 5UBFLOOR _ • ,2 GYP.BOARD, • 5/a"GYP.BOARD,PAINT COMPACTED SO_ $ I FIRST FLOOR GONST. i -F RST FLOOR GONST., • 6'FLOOR JO 5 SEE DETAIL 2 A3. PA NT ( 1 ___ - � SLOPE Ye"PER FT. SEE DETAIL 2/A3.1 � N • ?8 6YP.BOARD,PA NT - SLOPE Yey PER FT. I - < I e _ 1 i N 4 T.O.SUBFLOOR - T.O.SUBFLOOR_,_________ - _-_ Y.-_ -_ _ -_-_-_-- U :-_-: ___-:I I ,�T.O.SUBFLOOR =: _ ^`� _ i i �� Q � W 04 T.O.SUBFL00 F'N.GRADE-1 =_ .. k -_--- ._::_ -1 I I I I!=1 I I T I - - 1=l El I1- - = r �' '' 1-1 I - =1 11=1 I I=1 11=1 I I III=__ -'' illI'=1 I 111�' 1 14.11 1=1 I Ell-1 I I-1 I I-1 I .• = Z - I 11=11 11 TYP.GONG FND.NALL GONST. I I I F 11 _I I I-I I-�I I1-�I-I 1 a .I 11= '• _I I • = '1-1 I I=1 I I to GONG. �, -11 I;I I1=1 I ".. = q � .� - GONG.SEPARATION WALL -1I I _ PROTECTION BOARD =- • WATERPROOF SYSTEM `fl=I 1 'I I I; I I-- ° 50hOTUE;E / -III--- °t 4 .° • O'REIN.GONG.WAL_ nil-11 °-I 1 Ell FOCTIN6 � 1 1=1 I _ • O'REIN.GO`iG.WALE -III •Y2'A R5PAGE =1 I1- -I I �-FOUNDATION NA_L -III FOUNDATION WAL_ c I ° •r�'AIRSPACE 1I=11 :-_ • 2x4 ND.STUDS® I� 11=11 SEE DETAIL 2/A3 L_ -__--_J �I-11 .°�_- SEE DETAIL 2/A3 C3 • 2x4 HP.STUDS®16'o.c. ! 4 I'' =1I- _- -I I_ 6"o c.w/SPRAY FOAM -I I- PAVERS •C=: w/SPRAY FOAM = TYP.,AVER., III=1. ,=- INSULATION •III=III• III 11111" INSULATION,EA.SIDE r _ =_ •I Y"6YP.BOARD,EA. w E I I I-• • Y2"6YP.BOARD,PA NT , SIP II • Il'2'RANDOM �- - _ a • 2 `B'FOUNDATION NALL•• _I I-1 I 5LUE5TONE w/SAND-III-I =1 `9 5 DE,PAINT REIN.GONG.FOOT NO, 1=1 I SWEPT JOINTS _I-I I 1 o ••i -- NOTE: �I I II SEE STRUCTURAL DNG s -III-I I • 4"SAND BED - J ALL WOOD i - a FOR MORE INFO. 1 • 6"COMPACTED NOTE: V =°•1 IN DIRECT I- TYP.GONG.SLAG CONS`. -I I •, GRAVEL BASE ON = >. ALL WOOD I CONTACT w/ -I 4°cZEIN.GONG.SL A3 1 I-I I COMPACTED 501L 1-11 ° -: o IN DIRECT TYP GONG.SLAB GOVST. SHALL BE III; • 10 M_.POLY VAPOR �1 111 I I �I I II 1 •, k= r== a _ _ BARRIER + •�, CONTACT w/ °I _= I r I •� -11 r-GONG.SLAB SEE �^ - • 4 REIN.GONG.SLAB PRESSURE 'I�I . .•:_ • b"COMPACTED -III GONG.SLAB,SEE CONCRETE =• I.. • 10 MILSHALL BE .POLY VAPOR TREATED. I-I I• - GRAVEL BASE ON .I I__ `- l DETA L 2/A3. PRESSURE ,a BARRIER -III- COMPACTED 501E -III- = DETAI_2/A3. __ _ • 6 COMPACTED 11-11 A. TREATED. ••i GRAVEL BASE ON -III- + __ GO�IPAGTED 501E _ I-I I I D T.O.SLAB -----_-_II I I1 p T.O.SLAB III=I 1 p T.O.SLAB =III=I I _ D D D d ° ° i " !d - _ _ 6 T.O.SLAB - f •• _._ .• • •° -- _ _ ,,- •• • . - _•_- - • • •� _ - - 4"PERF.DRAIN --11 4 PERF.DRA N -' -1 �_- 4"PERF.DRAIN _ • I-ITi -i-I I=1 I PIPE IN COURSE - 11-I PIPE IN COURSE -I P P_IN COURSE •I' -_I= , GRAVEL,NRAPPED r 6RAVEL,WRAPPED 1 -REIN.GONG.FOOTING, GRAVEL,WRAPPED REIN.GONG.FOOT NO -I I III_ill !I=)I I=1 N FILTER FABRIC, 2EIh.GONG.FOOTING, IN FILTER FABRIC, SEE STRUCTURAL DNG's N F LTER FABRIC, SEE STRUGTJRAL DWGs CONNECT TO DRAIN J SEE STRUCTURAL DN6's CONNECT TO DRAIN-J FOR MORE INFO. CONNECT TO DRAIN-- FOR MORE INFO. y \­REIN.GONG.FOOTING, FOR MORE INFO. SEE STRUCTURAL DW6 s l 4WALL SECTION FOR MORE INFO. WALL SECTION WALL SECTION WALL SECTION g / SCALE:I/2"=1'-0" 2 SCALE:1/2"=1'-0" SCALE: 1/2"=P-O" SCALE:1/2"=1'-0" u 0 ROOF CONSTRUCTION, SEE WALL SECTIONS _- - - ------------- 2x HP.BLOCKING TAOE OVER METAL - - NEW WINDOW&DOOR INSTALLATION NOTES: _ _ _ _ _ _ _ BETWEEN RAFTERS I2 DRIP FLA5HING ---- REF.V/NO'5 FOR HEADER _ - - _ _ - 8t� - - - METAL TYP.)-- _ _ 51ZE CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER DRIP - I EDGE N - - - FOLD SELF-ADHERED MARVIN SPECIFICATIONS,WOOD-ULTREX INSTALLATION FOR - - - - 54 PVC SLOPED GAP i w/PVC,SGOTIA(TYP.,--� RUB 5H, RUBBERIZED FLANG INTO NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY OPENING AT JAM55 8 OUTSWING FRENCH DOOR WOOD-U.TREX SERIES TYP.NIINDOW PVC - ALUM. K SELF-ADHERED INSTALL OVER SILL END INSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGE' CASING,=A NT OUT, � - RUBBERIZED FLASH N6 GAP DAM5(TYP.) OPENING PREP a FLASHING METHOD A-1 MENBRANE DRAINAGE -_- OVER HEAD NAIL 1�G WINDOW R.O.HT. SYSTEM DATED 12-22-14. - Z 0 w °'o E°' W�oc 0� o� H-= yCV V V FLANGE(TYP.)- -� SEE EXT.ELEVATIONS � ,, >o c 0. BACKER ROD AND / I Ix PVC,3EADBOARD °L o"' 0- o 0 -SIMPSON H-4 OR SEALANT AT INSULATED GLA55 H-5 t-!WJRR CANE 0 _ �0 c p PERIMETER OF WINDOW W NDOW SEE EXT. Ix PVC SIDES,PAINT ., FLANGE(TYP) CLIP®EACH U x s 3 72 ELEVATIONS WINDOW W NDOW A5 RAFTER(TYP.) m SCHEDULED x P`/C TR M Z U I SCHEDULE FOR TYPE 2"H15TORIC PVG DECORATIVE / SILL w/DRIP--- I` PA NIT RAILING WINDOW AS SCHEDULED,� --- ---RUBBERIZED PAN �� - FLASHING SYSTEM w/END CAP DAM5 4 BACK DAM I EPDM ROOFING,RJN BETWEEN WINDOW UNIT� UP SIDES+:UNDER PVC SILL+E C �� TOOL TRIM TYPJ WINDOW,ON 5/4"TE6 APRON,PAINT PAN FLASHIND-- --�/ - 5 ( EXT.PLYWD. SHEATHING,ON EPDM ROOFING,RUN UP 5 DE5 8'UNDER * # TAPERED FRAMING WINDOW,ON 9/4"TBG EXT.PLYWD. _ SHEATH NO,ON TAFERED FRAMING- _- - TYP.EXT WALL SLOPE Y4"PER FT. GON5`RUGTION - - - O 5L FE Ya'PER FT. _ - _ - _ -_-_ EXT.WALL CONSTRUCTION, ' 12 �— SECTION5 55E HALL 0_TYP. WINDOW DETAIL ry —_-- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —_—_ SCALE:1-1/2"=1'-0" _-_- 10� - - - -------------^-_-_-_-_-_ -_-_ TRI ,PA 1 T - EPDM ROOFING,ON'3/a" __- _-_ T85 EXT.PLYWD -------------------- - - - - - - - 5/4 P`/C SLOPED _-_- 5HEATHIN6,ON 2x4 GAP w/PVC _-_- TAPERED TRAM'NG ROOF CON5TRUG-ION, N SCOTI A(T-'P.' tLUIt'� I'tK r- ' ---- SEE WALL SECT IONS -� DORMER WINDOW DETAIL_- z EXT.WALL 6 0 5/a PVC,HEAD - CONSTRUCTION, SCALE:1-1/2'=I'-0" > CASING(-Y� _ -_-_ SEE WALL Lu _-_- SECTON5 TYP.FLAT ROOF CON5T. oil > T a 1-6' I'O° - - • EPDM MEMBRANE - - 5/axb P JG J,�ti1B • 5/4" E G EX WD LIx PVG x PVC• - - 5HEATHlNG -U O ��^ ------ ____---� CASING(TYP. TRIM, BEAD30ARD _-_- • 2x10 TAPERED HD. A3.2 I I PAINT- - - RAFTERS®I6"o.c. _ N 1 1 , , • 2x4 GLG.JOISTS :_ -- EXT.WALL GONST. T ROOF CONS- SEE RECESSED WINDOW DETAIL +• Ix PVC BEADBO.ARD SEE DETAIL 2/A3. Q DETAIL 2/.A3 5 " W N SCALE:I-I/2=I'-0" SLOPE Ya"PER FT. 5/a PVG ' I i T.O.SUBFLOOR ------------------ -- --------�- = Z BEADS'AP ' : PVC SOFFIT i -- - H STORIGAL EAYE - 5 L TYP.; GUTTER, __4- ___`_ - O Q) L ( J,� I __ WINDOW AS I I SEE DETAIL S,4x4 APRON TYP- I - � L.LI Z Q SCHEDULED--L-- — i F 6 ' ; ; ' -5EGOND FLOOR N TYP. EXTERIOR ' 1 CONST.,SEE DETAIL 0 J Q V) A3.1 ---I--4. I - I o DAINP��OOR CASING I , 2/A3. EPDM ROOF 1 i SCALE:1/2"=I'-0' I i i -, Q iLi J 1 l O i I i Lu 1 DECORATIVE RAILING I - � SECOND FLOOR O I 1 Q ►- L 1 _ GON5T.,SEE DETA L COLUMN 1 UAREU1 DOOq,�S O 2/A3.1 I }' -------- -- --._-Z: „ COVER OVER 1 m SGHED.�ED a T.O.SUBFLOOR I H. WD.COLUMN-— I w 2 ----- GUARDRAIL—, GUA27RAI L w/ a -- ---- ---- GATE 36"H. I r� Z ABOVE 6RADE—� y -- - -EXT.WALL GON5 T., I _ SEE DETAIL 2/A3 PST FLOOR CON5T., S w ,L I"GHAMFER I SEE DETAIL 2/A3 O B0 T H 51DE5 TYP.ROOF GO!\5T. 5/"TYPE"X"GYP. :- - - -- — — — r 1• ASPHALT/FIBERGLASS T.O.SUBFLOOR I _ I O BOARD 8 INSULATION T.O.SUBFLOOR — _ I — — — ROOF 5HINGLE _ ' r•— A50VE OARAOE • I5#BUILDING PAPER 12 I 9 - 1 FIN.GRADE , 1 /8 EXT.PLYWD.SHEATH NO 81 w _ _ • ENGINEERED HD.ROOF -i I 1=1 I I--1 I I I : Lo TRL'S5 w/5PRAY FOAM ==c_= ; ' ----- --- a f__-_ U N 1 III—ICI I—I I ° _-- - INSULATION --� ._ L_I P.T.WD.LED6ER vv/ / _ p -- i I - ` -__: _ __ i ?' METAL FLASHING ON TOP _Nr -�OVERHEAD DOOR II I I i I II I tl I - FIRST FLOOR GONST., :_=_=_= I I TYP.DECK CONST. W EGRE55 5TEa5 _ ___ = , , III--• 5TE DETAIL 2 A3. -- -___- -- - 1 N ------------------ 1 1 1 ---- ----- I I • COMPOSITE DEGKIN6 � --�-- -_-.- 1 � I • 2x12 P.T.HD.JOISTS®16'o.c. d _III; III— ' Az.z ,_ -- J EAlE GUTTER, e• SEE DETAIL I w O 1 I I li T • - • ar , I i I WINDOW A5 ;! DOOR A5 2 N r , SCHEDULED , n ° T.O.SUBFLOOR _—_— —_- I_ •° 6"6RAVEL w DRA N t2'SQUARE SCHEDULED —� 5_OPE Ya'PER FT. =1 I TO FOUNDATION I I � ~ O = ° X PERIMETER DRAIN I EPDM ROOF ; �-COLUMN T.O.SLAB ;III ° _ G DOOR - _ - p 3O' _ ; I COVER OVER • MIN. I = Q WD.COLUMN --GONG.SLAB,SEE =1 I _--- I I_ �,• r GONG.SLAB,SEE ; ; „IIII, f I ,III— °•. ,• ,, _- _ _ - •' -' — _ - -I °. - DETAIL 2/A3.1 I 5L OPE Y E FT. DETAIL 2/A3 iz� — __--=--- -----_ —---——--------------— I�,I I— (=1 t I I-1 I 1=1 I,;,III,;,� T.O.SLAB I •e ° _ _________________:_ ; T.O.SLAB - --_ _ DR VEWAY I III . - —— -r— -�,-- i ,—. --- ------------------------- B q SEE 51TE PLAN .�I�— I—I I — I -_ ICIII• 11I �CONC.SLAB,SEE .II '°• a :9 ` -i=11 •• ° -' _ - "_ 10� -------------- - I {I ' • . I DETAIL 2/A3.1,NO — - 11[, PI�ID INS' ,--- - f I- '�" =I' • _!I!�!I I,;,I 11 II I li 11- __:_:__-___ I I III-t 2„RIGID INSULATION 1 — . ° _ •.I I—I I,_ I ___ _____:: — I -'11-1 I I—III,;i I 1-1 I I-1 11=I I I I I I I-11 I-i I I-1 i I-1 I i-1 I El I—I I i• �I_I.1c 1 1-. , ,- 2'-O"MIN.EA, w I I III—I I—I I=I 1511 I I DIRECTION FOR s °• -' _:_:_:_____- 1 1 —III-11 I_ 1�I=!I I ` �5"FOUNDATION WALL w/ _=______ 10"GONG. -I— o i—I REIN.GONG.FOOTING 4 PERF.DRA,N P PE IN COURSE -REIN.CONC.FOOTING - -- - ENT RE LENGTH OF E _�.q _ 50N0 yG E ml;I I I I I�- REAR WALL® � SEE STRUCTURAL DWG's GRAVEL WRAPPED IN F LTER SEE STRUCTURAL D1nG s _ T.O.SUBFLOOR 2 �) l� 00 .11 I I II WALK-OUT � F-IIX FOR MORE INFO. FABRIC,CONNECT TO DRAIN FOR MORE INFO. �� WALL SECTION WALL SECTION - WALL SECTION --- ' 4'PERF.DRAIN °• -REIN.GONG.FOOTIN6, = 2 3 SCALE:1/2"=1'-0" L-------- PIPE,N COURSE SEE STRUCTURAL DWG 5 GRA'/EL,WRAPPED FOR MORE INFO. E N F_TER FABRIC, 11 S 4 WAL- L SECTION CONNECT TO DRA,N J 4 — SCALE:1/2"=1'-0" 0 0 0 3'-2' S'-b" ��-�• CAMERA•O'NE1LL CONSULTING ENGINEERS Structural Engineering-Design PROVIDE a INST SIMP50N '.A 'er zoi Clock Tower Sq. ABLI66 STANC OFF BASE 4 g's g'� GONG.FT6.REINF.W/44 +'� GONG.FT6.REINF.W/04 '�g'� Camera/O'Nealnetm Portsmouth,Rlo18n FASTEN TO .W/V8"DIA '` BARS®12"O.G.EA.,BOT. ��` BARS 0 12'D.G.EA,BOT. � � I 1'-4' I-4 I-4 1 888.308.7541 EPDXIED TH ANCHOR ®- - conwttinger�l ROD(6'EMBEDJ I 1 I I Q I b'-10' 12'-4• 12'-4" C) 10"DIA REINFORCED L - J 4 OF NEW j, 50NOTUBE PIER,TYP. 50.1 �,tQ'�� V. 3'-2' 4 (BO.F.MIN.3'-6' 3'-2' 50.1 BELOW GRADE) 3'-2' 3'-2' LO 3'-2' I b'-10' 12'-4' 12'-4° I- tGONG.FT6.REINF.W/�4 GONG.FTC.REINF.W/#4 Q 71LI'-1° p I_ - BARS 0 12'O:G.EA.,BOT. _ BARS®12"O.G.E1.1.,BOT. _ y__ 2 LU y(3_ u% I'-4 I'-4 'v 12 THICK GONG.FTC. O I :, I O 1 I O 1 Zy� �9016� 2C4 b H�• > o FASTEN FIRST WALL I'-4° REINF.W/a5 BARS® ' --- `_ �, p W V o: o STUD TO GONG.FDN. 1'-II' COORD.W/ARGHL I 12"O.G.E.W.,BOT. ----� L---J c m- WALL D HILT]TYPE X-U q 10 VIA.REINFORCED 1 °. NP C_ 2 0 o 0 5 b SONOTUBE PIER,TYP. ��_ O 1^_CL m 5' `�'`=~CSS� ►. o c Q POWDER ACTUATED ° (BO.F.MIN.3'-6" a U x 3m FASTENERS AT 16'O G. 1 STAGGERED _ (B O.F_-14'-0•)_ [B.O.F.-14'-O'l SO'I (B.O.F.-10'-10') BB-OW PERMIT SET ac z u ------ ---------------- ---------------- -- -- ------------- --------------------------- a _ _____ _ _ _ _ _ _ __ _ _ _ _ _ _ _ I I >•' 1 ---- --- ---- ---- ----- - -- ------------ - -�--i ADJACENT ------ ---- -------- ---- ------------ --- L L ADJACENT UNIT 1 r �' UNIT T.O.TSHELF TO.SHELF I I 1 FOUNDATION I TO.WALL PROVIDE d INSTALL BEAM OUNDATION T.O.WALL u. (-10-2) I 1 T.O.WALL 0 BEAM POCKET AND P.T.BEARING I .' T.O.STEM 50.1 A DOOR N TO.STEM - 1 I (-0'-5Ia') POCKET PLATE TO ACCOMMODATE I r.o.WALL t-q'-b"] SIM o [-q'-b'l BEAM.PROTECT b o I o Q 1 FT6.STEPS 'q •' I I LAVTREATED�LUMBER WITH I - }: i I T.O.WALL T.O.WALL 0 WINDOW I 1 1 I 1 (CHORD.W/ I [COORD.W/ARCH'L) 4°/- - -- I I U,, O I �L• L Y Y I 1 ARCH'L) r r- - r -I 1 °,. ' I l r 35°�►-t 1 I I 3b Ito I T.O.WALL STEPS �I I PROVIDE(4)FULL I Ir_E2 G TO.WALL I 1 1 DTERPROOFIN6II COtTO.WALLHEIGHT#5 VERT.BARS + 44 AND DRAINAGE W/FTC.STEPS I AT WALL STEP I_Q - L_ O i4. 1 �> _ L ARCHL DKGS.I I . I 1 Ib'-IG>fi 3'�i►,' 14'-IVi I 1 PROM p5 BARS AT 24'O.G. ---- I Ib'-IC�i 3'-bK' 14'-IVi 1 I I . 1 I ONTALLY CERTIG ON KALE?PROVIDES _1 T.O.WALL Qj I r 1 •5 DOWEL INTO FT6.TO MATCH Q O I : (-o'-�'] i i.}. i VERT.REINF. i , 1 GAP PROVIDE AND BASE PLATES ( 1 Z t. p 1 1 3 AT ALL GOI�IMNS,TYP. Q - ti �`. r r -, 5• � I 1 I 1 °off°�CY CA`'' w N 50.1 I I I ;{. i 502 "' S0.1 1 E2 L- I o i L-� I I - I 1 PROVIDE d I TALL Ys - I PROVIDE d I TALL Y� 'SPRIN&FI 'GAP AND 'SPRINGFI 'GAP AND 3�_- 14'-10K' LALLY BASE AT ALL BASE P TYP. CN r - ALL LALLY AT TYP. I 1O' - 4, 14` r 1 .:a.; I 1 1 I°"wALI. 1 4,L 10'WALL I ={ 1 Q 1 I'-10'FT6. I I COL I i I'-10'FT6. LI �L I'-10'FT6. T.O.SLAB ` �J 1 ': I ELEV.-q-6' I :: I I 175 T.O.SLAB 1 I Z 1 4•' I 3 1 :+, 1 i I ELEV.-q-6• 3 11 • I I SLAB DETAIL I I I ,`. I I SLAB DETAIL ( I O Q `. 1 PROVIDE a4x4b' I 1 0 I 1 50.1 PROVIDE#4x46" I I O Q .+- I +- Q. I j 1. ATARE�-E RE-ENTRANT �p 1 .'` I I I AT LTRANTT �p 1 I►►p 0 4 NORMAL WT.CONG. SLAB CORNERS. �' I "' I I SLAB G°RNER5. SEE DETAIL 6 BEAM �-, ° 1 y r- _ -0'-5V 1 1' LL_ 1 I Sl AB-ON-GRADE. T.O.WALL LL I 4'NORMAL WT.GONG. TO.WALL 1 z V) 9 z TO.WALL I I O TA - I O O ... 1 � _ :}_ ,� I SLAB-ON 6 BEAM � t a') 1 POCKET - (-O�'a l 1 I 1 1 SEE DETAIL POCKET p 1 y•' I �_ 1 I (-1'�►'4) _J I ADJACENT I I ADJACENT tY w I- ----- ----- ---- -- - 1 UNIT I I r ----- ----- ---- -- ---1 I uNir U Q PROVIDE d INSTALL BEAM I T.O.WALL - 1 FOUNDATION T.O.WALL `: ' ',., •: I FOUNDATION p N POCKET AND P.T.BEARING PLATE I (-O'-SI'a') I ? --- ------- ---- -----, PROVIDE a INSTALL BEAM A-KI 1 (-O'-�a� I ^, •I---- ------- ---1 A5 RECa1JIRED TO ACCOMMODATE 1 I 1 r �• POCKET AND P.T.BEARING PLATE I 8FJ{M.PROTECT UNTREATED i I PROVIDE 4 INSTALL BEAM b 1 AS REQUIRED TO A=GGOI1hI0DATE I I I I PROVIDE d INSTALL b 1 LUMBER WITH BUILDING FELT I ` I ^1 ;; 1 POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED 1 3 1 1 BEAM POCKET AND P.T. 50.1 _- ''. O 1 BEARING PLATE TO SIM T.-, LUMBER WITH BUILDING FELT 1 , O 1 BEARING PLATE TO SIM I L p I :"r i ACCOMMODATE BEAM. I:f� O( I p 1 r' ( PATE BEAM. O i� PROTECT UNTREATED I ,', I PROTECT UNTREATED LL I LUMBER WITH BUILDING IN THE EVENT OF SEPARATE I I`� b I LC I LUMBER WITH BUIL.DIN6 IN THE EVENT OF SEPARATE 1 I POURS,PROVIDE d INSTALL 05 li '1 1 4 I I FELT POURS,PROVIDE d INSTALL 05 FELT I :�> 1 X 30°LONG DOWELS 0 12'O.G. 1 1 x 30 LONG DOHEL5 0 12 O.G. Q I I I q I I VERT.DRILLED d EPDXIED INTO 1 1 Q 1 1 VERT.DRILLED d EPDXIED INTO 1 m k 1 I I 5 FDN W/6'EMBED. I ( I I I 5 FDN.W/6'EMBED. I 1" 50.1 50.1 1 12"THICK GONG.FT6. I 151M 10'WALL 1 12"THICK I 151M Ip WALL 1 e REINF.W/#4 BARS 0 ( I REINF.W 04 BARS 0 I I z I SLAB DETAIL 1 I I I SLAB DETAIL I I 12"O.G.EA,BOT. 2'-y.I I I 1 50.1 1'-10'FT6. I '�. I 12 O.G.E.W,BOT. 2'_c�i I 1 1 '' 1 50.1 I'-10"FT6. I � 1 �' � • [B.OF.MIN 3'-b' 1 I 1 [BOF.MIN 3'-b" 1 1 1 c � BELOW GRADE) 1 I I I BELOW GRADE) --1 1 W O r:- -- I 10"WALL 1 I 4'NORMAL WT.GONG. x I I 1 10 WALL 1 1 4'NORMAL KT.GONG. 1 g O 1 1 ( SLAB-ON-GRADE. ( I _ \O I-10'FT6. I I I'-10'FT6. SEE DETAIL SEE DETAIL 1 1 � i 1 •e 1 � � i I �s N � � try b• b WALL I I �• I 3 - 1 I tr- I 1 TO.SLAB I j I 1 I T.O.SLAB -I'-0•®GARAGE DOORS I I �� I I 1 T.O.KALE I I ELEV.-1'-0"0 GARAGE DOORS T.O.WALL I 1 (GooRD.w 1 '.` i I I i I ,'= (COORD.r 1 :. I 1 ;:, i U Q-/ ARGH'L) I 1 I I I ARCH L] N PROVIDE I 1 I a L- L--- !•.; i •t 1 - ? T.O.WALL T.O.WALL `�:; IT.O. ° - ENTERED AT T N OF WALL i 1 [-0'-yW 7L (-0'-51'i) I ;• 1 1 °e 1 TERED AT T T. WALL I 1 (-0-5►a l s•. i 1 '' A ND CONTINUOUS 2x3 1 1 1 r 1 CONTINUOUS 2x3 I .;•. 1 IN THE EVENT OF SEPARATE I I ' IN THE EVENT OF SEPARATE SHEAR KEY AT WALL BASE ( I SHEAR KEY A WALL BASE 1 I 1 i I '• I POURS,PROVIDE d INSTALL 85 I i POURS,PROVIDE d INSTALL A5 1 I $ Z .J • x 30'LONG DOY�LS 0 12"O.G. 1 x 30 LONG DOWEL5®12 O.G. i •. I 1 1 I Q ^, 5 1 yc I 1 I VERT.DRILLED d EPDXIED INTO 1 I ADJACENT '• 5 ( ;t' I ( I VERT.DRILLED d EPDXIED INTO TO.WALL I '� 1 ADJACENT � W tD 1 FDN.W/6"EMBED. T.O.WALL �:' , �D !'c 1 FDN.W/b EMBED. 1 1 UNIT Q 50.1 i I (-o'-SI:) '.� I UNIT 1 0 HALL .: I- FOUNDATION T.O.WALL FOUNDATION •� 11 I T.O.WALL ® I 1 I 7 i I T.O.WALL O DOOR I 4° 1 0 o I '• 1 [-O'_5►'a'] [-1'-b") 4' L---- --- 1 r--I 1 L---- --- �i .f= -------- ---- Q ; -------------- ----------- ----- -------------- --------- -- --------- ,": 1 T.O WALL I A-• I T.O.WALL I----- - 1 � [-0'-5Ys°) 1 ,..; I [BA.F.-4'-b') I 1 I � t-o'-s►4� 1 •• ( (B.O.F.-4'-b°) IDE(4)#4 VERT. I :�' 1 $ DE(4)�4 VERT. 1 `` �----- ---J 1 8 m tt- BARS AT PIER I r- t_---- --J 1 So.I m BARS AT PIER I r 1 50.1 `P 1 I 4 1 rt• ,. I 50.1 1 I 4 I 1 50.1 1 T.O.WALL �° 1 WALL I •-t�e�F WALL tl-IOK tlb-3 tt-IOtS 10 1 1 b"WALL 31'-Ipv,• tlb'-3' tP-IV4' 50.1 1 I -- ----� GOORfI.W/ARGHL 50.1 1 ----- ---J b COORD.W/ARCHL o L------ -------- 1 b 1 ------L L --- 50.1 50.1 q'-2' b._2• a b-2 FOOTING SCHEDULE FOOTING FOOTING FOUNDATION PLAN-WALK OUT BASEMENT A FOUNDATION PLAN-E6RE55 WINDOW ID TA6 SIZE REINFORCING o B SCALE=1/4'=1'-O° SCALE,1/4"=1'-0' F 2'-o"x2'-0"xl2"THICK (3)#4 E.H.BOr. 0 FOUNDATION PLAN NOTE-5 F2.5 2'-6°x2'-6"xl2"THICK (4)a4 E.W.BOT. f2 1. T.O.FIRST FLOOR 50 FLOOR SHALL BE GALLED ELEVATION 0'-0" ° °THICK 3 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, y PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH C TO CONSTRUCTION. CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL OTHER TRADES'PRANIN66 PRIOR TO CONSTRUCTION. E Ys'THICK'SPRINGFIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. o 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS G r 0 ti CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 40 INTERIOR CONCRETE SLAG ON GRADE w/bxb .i WI.4xKI.4 W.W.F.SLAB ,.r Cons at�ng Engur•ns :pl Clock eas 3oeow4�sq. Portsmouth,RI o:a7i SHRINKAGE CONTROL JOINT �...� �:� CONCRETE SHALL BE �����ON"" (PROVIDE SAWCUT JOINT O �� 3000 psi MIX W/NO ; • , PROVIDE AND IN GONG.SLAB AND FILL wit ~ �-• ADDED AIR ENTRAINMENT. INSTALL CORNER 36. BAR5 TO MATCH AT LALLY COLUMNS PROVIDE AND INSTALL in OF NEW EPDXY AFTER SLAB GURE5) t^ SIZE AND SPAGIN6 ,� RUN HOR BARS OF HOR.WALL " CONCRETE FILLED LALLY SPRINGFIELD GAP AND BASE PLATES. ° 36 FASTEN GAP PLATES TO BEAMS W/(4)-1/2 DIA.LA6 tq 10 MIL.POLY.VAPOR X ^• LONG •i' REINF.E.F. COLUMN,SEE PLAN SCREWS AND FASTEN TO CONCRETE FOOTIN95 WITH(4) PROVIDE d INSTALL 51MP50N P.T.POST, 9 RETARDER.LAP EDGES DIA EXPAN51ON ANCHORS TYP �PLANS mo/) b"MIN .;..• ,• • •. .'.,. tin SHIM SPACE.COMPLETELY PACK FASTEN TO CONCRETE PIER W/x SE d " w W Z oc uj OC Z 0 0 ABU66(OR ABU44 AT ��� POSTS)STANDOFF BA •. WITH N5.GROUT TO ACHIEVE FULL '^'"" o BEARING ONCE COLUMN 15 SET IN PLACE DIA.EPDXIED THREADED tr > N i—I ', •' tr. 09016� ��' G w U Q- rn- 6"THICK COMPACTED �—{{ i j i;�;i -_(j__{!I; �~ ANCHOR ROD(5 EMBED) �Q W m p GRAVEL BASE LAYER i' i t—!i I._ -. -- .. fit'rcg�oN �. a o I IN I GONG.SLAG ON -_,Z�L�r i�T r' U s L - � PERMIT SET :Z o T.O.SLAB EL. GRADE,SEE PLANS �;,' UNDISTURBED V RG SO L7 oc v OR COMPACTED GRANULAR FILL IV tl= CONCRETE WALL INTERSECTION `�' r 10'DIA.CONCRETE 50NOTUBE a • �c.— X.r--x I.SAWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. '•.. 33 OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE -�I O SAWGUTTING EQUIPMENT. + • CORNER BARS TO MATCH 51ZE AND B.O.FOOTING EL. SPACING OF HOR.REINF. SEE PLAN FOR r, PROVIDE d INSTALL 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT 3b„ dJ FOOTING SIZE AND Z MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING v REINFORCEMENT #4 HOOKED DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH • m g TO WIDTH RATIO. 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED PLASTIC STRIPS INSTEAD OF 5AWCUTTIN6.SUBMIT CATALOG CUT5 FOR CAL SECTION THROUGH INTERIOR FOOTING B.O.FOOTiN6 APPROVAL PRIOR TO U51N6. EMALE E.:3/4"=I'-0° 4.INSTALLATION OF ALL NON-5TRUGTURAL CONCRETE SLABS-ON-GRADE �'. SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND "r CONCRETE 50N0 E L, AGI-360 AND AGI-302. INSTALL IN51DE 2'-6'MIN.LAP (2)#4 BENT BARS SCALE:3/4'=1'-O" CORNER BARS TO AT BOT.OF FOOTING •'•. MATCH SIZE AND 1 TYP.INTERIOR SLAB ON GRADE DETAIL SPACING OF HOR. � _.• -• ,.. • WALL REINF.E.F. •` t STEP VARIES, N 5GALE:NONE • SEE PLAN Q 12" LU ~•- -•? I l.— - ,.'... '.�2 6°MIN.LAP Ce 2 - •'. �"APA RATED WALL (TYPICAL) , CONTINUOUS SHEATHING,5EE FOOTING GENERAL NOTES. O CONCRETE WALL CORNERS (2)#4 CONT.AT CN BOT.OF FOOTING ` 2xb WOOD STUDS 0 16"O.G. 0 m 5'MIN. (2)#5 CONT.AT UNLE55 NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED kpA .REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING TO CONCRETE WITH 'DIA.x 12'LONG FASTEN PLYWOOD TO ALL 2 DOOR JAMB BEYOND PLATES WITH 8d NAILS 0 4' HOOKED ANCHOR BOLTS 0 46'O.G. AND �O LE:NONE O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12" �� C4 N ENDS,AND DOOR OPENING5. SCALE:3/4'=1'-0' COORDINATE SLAB EDGE O.G.I GARAGE DOOR •--I a DETAIL WITH ARCH'L OPENINGS 24. PROVIDE AND INSTALL FELT BOND T.O.WALL BREAKER WHERE SLAB 15 POURED Q U DRAWINGS W c/) [A►7— AGAINST FOOTING/WALL,TYP. COW.#4 NOSING T.O.SLAB T.O.SLAG 4- 2x6 WOOD 5TUD5 0 Ib'O.G.UNLESS _ 2x6 WOOD 5TUD5®16"O.G.UNLESS -v— ".-`-�" •"�`` FL• P O a 14 NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR ••'•• a) 5HEARWALL 5GHEDULE5. i SHEARWALL 56HEDULES. TA.WALL 11 #4 CONTINUOUS BAR LONG.SLAB ON O Z GONG.SLAB ON ' DOUBLE 2x6 d P.T.2x10 SILL FASTENED DOUBLE 2x6 d P.T.2x10 SILL FASTENED '' 2 GRADE,SEE PLANS ®TOP OF 1-1- •' GRADE'SEE FLANS a. TO CONCRETE WITH I"DIA.x 12'LONG TO CONCRETE WITH In DIA,x 12'LONG #4 GONTI!�C�IJ?BAR 0 - b"WALL 8 -1" U Q HOOKED ANCHOR BOLTS®48'O.G. AND HOOKED ANCHOR BOLTS®46"O.G. AND TOP OF WALL •.,! Q h Q 6'(MIN)FROM BUILDING CORNERS,WALL 'Ts APA RATED 6'(MIN)FROM BUILDIi�G CORNERS,WALL `Td6 APA RATED CONTINUOUS w Q ENDS,AND DOOR OPENINGS. I PLYWOOD SUBFL00R ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR b'NP CONTINUOUS 6' •' BEVELED 2x4 BEVELED 2X4 T.O.5UBFLOOR TD.9UBFLOOR '' ~' 5HEAR KEY,TYP. TYP. .. ~. SHEAR KEY,TYP. TA.WALL T.O.WALL v _ L FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL '• PRE-ENC71NEERED O .• O FLOOR TRUSSES, .r.•f, ... B.O.FOOTING `•�••f. ... PLATES WITH 8d NAILS®4 PLATES WITH 8d NAILS®4' .., SEE PLANS B.O.FOOTING O.G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. I •'' : .SEE PLAN r IV EL.SEE PLAN r (2)#5 GONTINUous ' (2)#4 CONTINUOUS (2)#4 CONTINUOUS t - (2)#5 CONTINUOUS FOOTING SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BARS 0 BOTTOM OF BARS®TOP OF WALL BARS 6 TOP OF WALL I'-b' PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED FOOTING NATURAL,UNDISTURBED FOOTING •A'..',;'. BEARING FLOOR TRUSSES, SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY o c PLAN CONT.P.T.2xb LEDGER FASTENED GOMPAGTED GRAVEL FILL. COMPACTED GRAVEL FILL. 0 TO GONG.W/0.15"1"DIA.HILTI TYPE U. `•,t P.T.2xb BLOCKING BETWEEN •`•• X-U POWDER AGTUATED FASTENERS ' TRUSSES FASTENED TO GONG.Wl •�.. � SECTION THRU GARAGE DOORS 8�ALE RU GARAGE WALL � O ®I6'O.G.STAGGERED.CEILING NO ••. 0.15"f'DIA.HILTI TYPE X-U POWDER ,•,' 0 SCALE:3/4'=I'-O' '=1'-0' tO STRAPPING SHALL BE FASTENED � j ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)6d NAILS • BLOCK.CEILING STRAPPING SHALL q — r-- BE FASTENED TO BLOCKING W/W NAILS 0 6"O.G. '..::`.; •. �"APA RATED WALL 2xb WOOD STUDS®16'O.G.UNLESS SHEATHING,SEE NOTED OTHERH15E IN PLANS OR . GENERAL NOTES. SF�ARWALL 5CHEDULES. ti N .:..: ; DOUBLE 2x6 SILL(P.T.ON BOTJ FASTENED FASTEN PLYWOOD TO ALL TO CONCRETE WITH g'DIA.x 16"LONG 36° 10'WALL 10°WALL 't PLATES WITH 8d NAILS®4 HOOKED ANCHOR BOLTS®45"O.G. AND ° N O.G.EA.PLATE,TYP. r• I b"(MIN)FROM BUILDING CORNERS,WALL #4 SLAB DOWELS 0 12' 24° •'�..;:.,' ENDS,AND DOOR OPENINGS. O.G.®TERRACE J '- T.O.STEM GONG.SLAB ON FOUNDATION s r • v' 5EE GRADE,5�PLANS T.O.5LAB �r SEE 5LAB',AF #5 CONTINUOUS HORIZ. S • BAR 0 TOP OF STEM T.O.5LAB • b„STEM x E E 4 r ij 1 o to • T.O.SHELF , :i.:: T.O.WALL 2 ' PROVIDE AND INSTALL FELT lRI1/IDE AND INSTALL FELT GONG.5LA13 ON PROVIDE AND INSTALL FELT ' '• P 4' •`• GRADE,SEE PLANS BOND BREAKER WHERE BOND BREAKER WHERE . ~. BOND BREAKER WHERE •. SLAB 15 POURED AGAINST J. `••; SHELF 5LAB 15 POURED AGAINST (I)#4 CONTINUOUS =L 8°WALL it CONTINUOU5 - SLAB 15 POURED AGAINST CONTINUOUS _ FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. BARS 0 TOP OF WALL ;•!'.. BEVELED 2x4 •' ` FOOTING/WALL,TYP. BEVELED 2x4 10 WALL .: SHEAR KEY,TYP. ••:: •' SHEAR KEY,TYP. '•. #5 CONTINUOUS HORIZ. •.. -: o ::' GONG.SLAB ON •• GONG.SLAB ON .. GRADE,SEE PLANS GRADE,SEE PLANS BAR®TOP OF SHELF 6"TYP BEVELED CONTINUOUS 6• .:,,. `t b° ••• v ••. d r' SHEAR KEY,TYP. T7P. CONTINUOUS TYP. •`. =- x. '' a :i' :C .•' BEVELED 2x4 4. SHEAR KEY,TYP. m a .. {• b" Q a ' a� ,'� Y ' '. .:�• 4 :' B.O.FOOTING '.•••.. B.O.FOOTING B.O.FOOTING :. ". :..• (2)04 CONTINUOUS VEL.VARIES • I'-10° (2)#5 CONTINUOUS IVEL. I 1'-10, (2)#5 CONTINUOUS �...'.:�:.;',. FOOTING SHALL BEAR ON BARS®BOTTOM OF SEE PLAN BARS 0 BOTTOM OF SEE PLAN d BAR5 0 BOTTOM OF •' 0 c V FOOTING v FOOTING B.O.FOOTING NATURAL,UNDISTURBED I-8„ FOOTING a 5UB-GRADE OR PROPERLY m FOOTIN6 SHALL BEAR ON m FOOTING SHALL BEAR ON VARIES # COMPACTED GRAVEL FILL. NATURAL, SEE PLAN I-10 (2) 5 CONTINUOUS NATURAL,UNDISTURBED BARS 0 BOTTOM OF SUB-GRADE PROPERLY 5UB•GRADE OR PROPERLY 3t FOOTIN6 ic x COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. in (D!C7AL'E TON TNRU TERRACE FOUNDATION :3/4"=I'-O" 0 q SECTION THROUGH WALKOUT FOUNDATION fi 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING SGAff 3/4"=1'-0" SCALE:3/4'=I'-0" SCALE:3/4"=I'-0° a 0 v u r C CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 2oi Clock—ower Sq. cAffl@fi O'Neill Portsmouth,Rl o287i 888-308.7542 Can4rAtirq EnyinKrs 51N6LE 2x4 50LE PLATE,TYP. _ Of NEWY 4 HOOD STUDS o ° 2x4 WOOD STUDS®Ib"O.G. PROVIDE CONTINUOUS 2x4 � SHEARWALL ON xSEE SHEARWALL PLANS d "RIBBON"FASTENEDTO 1EA \\ M, tu 7 SHEARWALL.SEE SHEARWALL PLANS d z z W o. SCHEDULE FOR ADDITIONAL ,---------------- ------ -- E SCHEDULE FOR ADDITIONAL °D 0 INFORMATION ---- -------___. ur C9 F- > c a INFORMATION , I \\ f'� 090 6� P��}' W W Q.o c,��CSSVON G� r p C o u o 51' EP 2x4 SOLE A TYP T.O.5UB-FLOOR,0_ PERMIT SET U = PROVIDE CONTINUOUS 2x4 GOORD. ARCH. °C U °RIBBON°FASTENED TO EA. �,\ SUB-FLOOR OD QUI F TS WTING a FLOOR TRU55 W/12d NAILS ( \ 'L OW6S. PRE-EN6I�IED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD \ FLOOR TRU95,5EE \ PROVIDE 1'4'VIA.x b°LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 51MP50N 505 SCREW FASTENED STUB P05T(NOT SHOWN BELOW ALL \ THROWGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAMB AND POST LOCATIONS ABOVE. DOUBLE 2x4 TOP, INTO PRE-EN61NEERED TRU55 G.G.NOTE: TOP PLATE,TYP. PLATE,TYP.'�. BOTTOM CHORD 0 24"O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS SHALL.BE COORDINATED WITH TRU55 DE516NER _y 2x4 WOOD STUDS®Ib'O.G. 2x4 WOOD STUDS®Ib"O.G. 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE SHEARWALL PLANS d Z SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL O INFORMATION INFORMATION N lUJ 2 SECTION THRU FRAMING AT PARTY WALL 5CALE:3/4'=1'-0" O O N J O_ � O —' p N Q U I-- 0 O ♦- a 2x4 WOOD STUDS®Ib'O.G. O SHEARWALL.SEE 5HEARWALL PLAN5 d 2x4 WOOD STUDS 0 fib"O.G. O Z V) 2x4 WOOD STUDS®Ib"O.G. SCHEDULE FOR ADDITIONAL 5HEARWALL.SEE SHEARWALL PLANS d INFORMATION I 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®1b'O.G. CL SCHEDULE FOR ADDITIONAL INFORMATION SHEARWALL.SEE 5HEARWALL PLANS Q U 6 w TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION TRIPLE 2x4 SILL(P.T.ON BOT.)FASTENED SCHEDULE FOR ADDITIONAL N Q f- INFORMATION w U Q TO CONCRETE WITH I"DIA.x 12"LONG SINGLE 2xb SOLE TO CONCRETE NTH J"PIA.x 12'LONG N � HOOKED ANCHOR BOLTS 0 46"O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS 0 46'O.G. AND b"(MIN)FROM BUILDI43 CORNERS,WALL I WORD.FIRE RATING im T36 APA RATED b'(MIN)FROM BUILDIN6 CORNERS,WALL ENDS,AND DOOR OPENIN65. REQUIREMENTS W/ PLYWOOD SUBFLOOR ENDS,AND DOOR OPENIN695. ARCH'L DW55. T.O.5UBFLOOR L. SEE PLAN PROVIDE AND INSTALL FELT BOND O T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED E E A6AIN5T FOOTI146/WALL,TYP. j T.O.SLAB OIL EL SEE PLAN\,r (2)#4 CONTINUOUS .`,', GONG.SLAB ON e Z BARS 0 TOP OF WALL ;:..:.. GRADE,SEE PLANS (2)#5 CONTINUOU5 PRE-ENGINEERED TOP CHORD 10"WALL BEARING FLOOR TR155E5, - a U. BARS®TOP OF WALL SEE PLANS W O _ ..:: . P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS �, Q1-0 " .: WITH 'PIA.x 120 LONG b BEVELED 2x4 HOOKED ANCHOR TYR .:~: SHEAR KEY,TYP. q m .-- BOLTS®4b'O.G. AND b"(MIN)FROM BUILDIN6 CORNERS,WALL ENDS,AND N ^` DOOR OPENING. v �; ;:. ` , W m I • LO B.O.FOOTING f• ^ N • P LAN r (2)a4 CONTINUOUS W • FOOTING SHALL BEAR ON 1'-10' BARS®BOTTOM OF N NATURAL,UNDISTURBED FOOTING 10'WALL .4. 5UB-6RADE OR PROPERLY • COMPACTED GRAVEL FILL. 8 3 1557ALF.3/4 T THRU GARAGE AT PARTY WALL q " •4 o Ln o CONTINUOU5 PROVIDE AND INSTALL FELT BEVELED 2x4 BOND BREAKER WHERE s; - SLAB A6AIN o r•-- SHEAR KEY,TYP. + 15 POURED 5T a FOOTIN6/WALL,TYP. q b' .....:`A GONG.SLAB ON TYP.: `.. t .' ..•• 6RADE,SEE PLANS 4•' ' 4; IN 1 .4 { B.O.FOOTING i.. • 0 5 SEE PLAN 2'-O" (2)#5 CONTINUOUS m BARS®BOTTOM OF Q FOOTING FOOTING SHALL BEAR ON NATURAL,UNDISTURBED 3 5UB--6RADE OR PROPERLY COMPACTED GRAVEL FILL. SECTION THRU FOUNDATION AT PARTY WALL SCALE:3/4°=1'-0" a 4 0 v r 0 ti CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design zoi Clock Tower Sq. came i/O'IN efu Portsmouth,R102871 Consuttn+p Ervinom 888.308.7541 wo SAL Noma CONCRETE NOTES: of NEW y I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 26 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF°TIMBER CONSTRUCTION DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 45%AND 7%). STANDARDS"OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE"NATIONAL M16N SPECIFICATION FOR C-2 SHOWN ON STRUCTURAL DRANN65 WITH EXISTING FIELD CONDITIONS 5TRE55-6RADE LUMBER AND ITS FASTENINGS*OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI AT 6EOTECHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REPORED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: n W ZZ&' (D0 1=c3o' STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR FG=1000 P51,E=1300000 PSI, 2 W c CO u v 2.ALL 916NIFICANT DISGREPANGIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE59 THAN 4000 P51 AT 28 DAYS JOISTS/RAFTEiRS/BEAMS:SPRUCE-PINE-FIR NO.2,F5=815 PSI,E-1,400,000 PSI �� ^� to-p m S c o, THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45SK AND ISTs). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400,000 P51 �`,� 090I61 t� p W V Q rr o W 3.ALL DIMENSIONS,ELEVATIONS,SHELVES, ER ES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCINN6 ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb 0 16'OL.IRvLE%NOTED OTHERWISE.FURTHERMORE,ALL WALL `CSS10N O _ r 0 0 0 GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLAM,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN U = t 3 ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TE5T5 CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTED 0 I6 OL. PERMIT SET U t.0 o GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHBd CONCRETE EXU3:D5 5 GUBIG YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO oc U TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY ED ALL TEST REPORTS SHALL N FILED WITH THE ARCHITECT D RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EGVAL NUMBER OF STUDS a 292E INFORMATION AND DE516N LOADS I-XC1=PT A5 NOTE)p AT EACH ENE),UNLE56 NOTED OTHERWISE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC b.NO GALLIUM CHLORIDE SHALL BE USED IN ANY GONGRETE.),2015 EDITION 5.WOOD GOLUMNE MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH IbD NAILS.MAIL RELATED REFERENCE:ASCE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPAGN6 SHALL BE IN 2 ROWS,SPACED 6'OL.FROM BOTH SIDES STAGGERED 4'APART. CONCRETE U5ED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN66 SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL &ENERAi NOTES-PRE-Ebk1NEERED WOOn TRiJ55E" FLOOR LIVE LOADS: �►C�TE• RESIDEMTAL+ HEIGHT STUDS AT EACH 512E OF THE OPENING.ALL INTERIOR BEARING WALL OPBNIN65 SHALL HAVE NOT LESS THAN I.WOOD TRUSSES SHALL BE DE516NED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSESPRIVATE ROOMS d CORRIDORS SERVING THEM:40 P5F 6.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HEIGHT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. ', BY THE llRU55 PLATE INSTITUTE. UNL PUBLIC ROOMS d CORRIDORS SERVING THEM:100 P9F 2.ALL ROOF TRU55ES AND OVERHAN61N6 WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PERq.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A SIMPSON UPLIFT ANCHOR AT EACH BEARING LOCATION. TRUSS MANUFACTURERS REQUIREMENTS. 5NOW AND ROOF LOAD5/FACTOR SHALL,B 5: ENGINEERING REVIEW.SHOP DRANN65 SHAE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO L15E 51MP50H LSSU 51KB^E SLOPED D AND/OR SLOP HANGERS AT EACH RAFTER AS RECQURF.D.PROVIDE AND INSTALL 125'X20 MIN.ROOF LIVE LOAD+20 P5F SUBMITTING,TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, CA.RIDGE STRAPS(10 80 NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUB5TITVTIOW. 3.WOOD TRUSS FABRICATOR SHALL 5U13MIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND 940H LOAD(PCO:30 P5F BENDS,DETAILS,ETC. DRAWINGS BFARINS SEAL AND 516RATURE OF THE M16N PROFESSIONAL 6N61NlEER,RE61STERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DE516MED FOR THE FULL CAPACITY OF THE 5UP7'ORTED FLAT ROOF SNOW LOAD 0):30 PSF OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE 6EN IZAL CONTRACTOR PRIOR TO 10.ALL REINFORCING, SPLICES SHALL CONFORM TO REQUIREh,£Nl5 OF AU 318,BUT IN NO CASE SHALL THEY BEMEMBER,SNOW LOAD IMPORTANCE FACTOR(Is):ILO UI3 SMITTINE6 TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRU55 LAYOUT PLAN; SNOW EXP05LRE FACTOR(Ce):1A LESS THAN Z-0o OR 4$xDIA. TRU55 DETAIL SHEETS SHOHIN&CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND 6RADE5,M1EM5M THERMAL FACTOR(Gt):ILO q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNBJIN6 FORGES GOt�G1I0N PLATE SIZES,PERMANENT BRACING REQUIREMENT'S,11RU55 CONNECTION HANGERS FOR II.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185,Fy=60 K51 PARALLEL.TO SPAN.DOUBLE 2X WOOD SLEEPERS Rt>',IUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FLUSH FRAMING,TEMPORARY BRACING,REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS �TEGHHLIGAL FACTORS- PARTITIONS. FROST DEPTH:3'-6' 12.ALL WELDED WIRE FABRIC,SHALL BE LAPPED TWO(2)FULL MESH PANELS AT 51DE5 AND ENDS AND BE SECURELY ETC. 10.ALL WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. DC-516NFJ�, ASSUMED SOIL BEARING CAPACITY:SEE"FOUNDATION NOTES'IT 15 P�Y%UMED THAT HIRED TOGETHER LL WOOD IN CO 4.TRUSS DE516NB2 SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW PORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTIN6 TH15 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINI5HE5,FLOOR DEPRESSIONS AND GUT II.EXTERIOR WAIL SHEATHING SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.J°F4113ER'ZIP'SYSTEM IS FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENT5.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),NTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-R"INSULATEP PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIRl3-81T5 MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DESIGN LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT lJ 5 THAN 6'OL.ON ALL PANNFL ED6E5.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCKED AND NAILED EARTHIMAKE,`OW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER GENERAL CONTRACTOR,AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLU-OIN6,MIECHANICAL,ELECTRICAL CONTRACTORS WITHIN 46'OF BUILDING CORNERS.SHEATHING PANGS SHALL BE INSTALLED TO SPAN ACRO55 FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRU IN FIXTUREESIGNER SHALL CAREFULLY O OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTEGHNIGAL ENGINEER TO AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FlXIIURES,INEGLUDIM6 BUT NOT LIMITED to TEST AND EVALUATE THE 517E IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS,SFIOWER UNITS,WITH THE 6L.,ARCHITECT,AND MEGHANIGAL DESIGN. VERIFY THESE ASSIRMPT10N5 AND PROVIDE A 6EOTE-GHNIGAL ENGINEERING REPORT. Uj Uj 15.ALL CONCRETE SHALL 8E DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4'TONGUE d GROOVE APA 5TF44TURAL I RATED SHEATHING,EXPOSURE I UNLESS 5.DEAD LOADS, WIND FACTORS: PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SLID-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD SUB-FLOOR ROOF TRUSS TOP CHORD DEAD LOAD+10 P5F RISK CATEGORY:II REINFORCED CONCRETE"AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,ACI-301, ADHESIVE AND 8d NAIL5 0 6'OL. ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 P5F BASIC WIND CATEGORY: 1(V):130 MPH AND ACI-305/306 GUIDES FOR HOT/COLD WEATHER CONCRETING. EXPOSURE CATEGORY:B FLOOR TRUSS TOP CHORD DEAD LOAD+15 t 10 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINit•tlM j'T46 APA STRUCTURAL I RATED SHEATHING. FLOOR 1'W155 BOTTOM UNORD DEAD LOAD+10 PSF O EXPOSURE CA FACTOR(Kzt)t IA 16.6L.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED 6.TRU55 DESIGNER SHALL DE-516K MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD O ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DE5IRED ARCHITECTURAL FINISH.G.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TRU55E5 WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF N INTERNAL PRE55URE COEFF 6Gp1:30.1&(ENCLOSED BLOW CONSOLIDATING CONCRETE),RE BAR PLACEMENT,AND WTH005 OF VIBRATION TO PRODUCE A FULLY THE LESSER OF V4 OR L/360 UNLESS SPECIFICALLY APPROVED OTHERWISE. SALIENT CORNER DISTANCE:6-0° CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR"HONEY-COMBINI6°. 15.ROOF SHEATHING 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 ED6E5.NAILS SHALL BE SPACED 4'O.C.IN AREAS WITHIN 46"OF 1.WOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY HWC49WONENTS AND CLADDING:UNFACTORW - O I M.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REPAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRACING. ZONES 1,2!3 ROOF WIND PRE55URE5 DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION •- TRIB AREA ZONE I(FIELD) ZONE 2 RED6E) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTION`,SHALL BE TAKEN TO AVOID"HONEYCOMBING`AND VOIDS IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMINL6 MEMERS SHALL BE THREE LAYERS OF#'APA RATED PLYWOOD 6.TRUSS SPACING SHOWN IN STRUCTURAL ENGINIEERIN6 PLANS ARE FOR REFERENCE ONLY. GENERAL Z 10 SF 30.4 P5F 35b P5F 35b PSF FOUNDATION.TECHNIQUES,5UCH AS PRE-STA61N6 C EA CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND 51DE JOINTS STAGGERED BETWEEN 5UCGE551VE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING 20 5F 28.q PSF 340 P5F 34.0 PSF CONCRETE MIX DE516NS TO PROMOTE COMPLETE DISTRIBUTION,ETC,.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING WITH 8d RINK-SHANK NAILS 0 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). ._I 50 5F 26B P5F 52D P5F 52D P5F CONTRACTORS DISCRETION. 5TA96ERED BETWEEN NAILS FROM 5UCGE%IVE LAYERS. Q (,1100 5F 252 P5F 30.4 PSF 50.4 P5F 16.CONCRETE VOIDS AND EXCESSIVE"HONEY-60MBIN6'SHALL BE DOCUMENTED AND REPORTED TO THE � Il.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND NAVELS TO SUPPORT AND FASTEN PANEL t'D6E5 IN ZONES 4 8 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PAR61N6,DRY-PACKING,AND ALL CIRCUM5TANIGE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOE-5 NOT PROVIDE SUBSTRATE FOR LU +- TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER 'FLOATING•THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANE..EDGE SUPPORT AND FASTENING,. Z +- 10 SF 33D PSF 403 P5F SIGNIFICANT VOIDS. LLJ O 20 SF 31b P5F 36D P5F 18.EW-71NEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP ZO Z N 50 5F 24b ALL PSF 343 PSF STRUCTURAL STEEL NOTES+ DRAWINGS FOR A ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 100 SF 26.4 PSF 31.b P5F 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE A156 SPECIFICATIONS AND CODES, TO+FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE t4EMBER5,BEARING LENGTHS, d 500 5F 252 P5F 25.2 PSF LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING,AND SQUASH BLOCKS. Lu 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL BE ASTM Agg2 FY=50 K51.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(L5L),AND PARALLEL STRAND LUMBER(P5L)SHALL J F4�6T_ION NOTES: NNELS ANGLES AND MI%.STRUCTURAL STEEL SHALL BE ASTM A-36 FY=36 K51.ALL SC,IUARE AND w U Q GHA BE VERSA-LAM BY 8015E CASCADE OR EQUAL. � U I.ALL 501E CONTAINING ORGANIC OR UNSUITABLE BEARING MATt3ZIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H55)SHALL BE A5TM A-500 GRADE B FY MINIMUM 4b K51. 0 CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,Fr, 150 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENT'S OF ASIM F1554 AND PSI FG=3000 PSI,FV= 265 PSI,E=2,000000 P51 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 5UB6RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P5L COLUMNS/POSTS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES+FB=2650 P51,FT=1650 P51,FG=l50 �[ AT LEAST 3000 PSF.CT SHALL BE JN 6R VIEL F FOR DETERMINING THE SATES 4•ALL BOLTS,NVT5 AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4'DIAMETER PSI Fe,=WOO PSI,FV= 285 PSI,E=1,100,000 P51 O SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE G.C.SHALL BE HIGH STRENGTH BOLTS UNELE55 NOTED OTHERWISE. RESPONN51BLE FOR CONSTRUCTING THI5 BUILDING AND 5URROIRDINN6 SITEl5UBSRADE 5.ALL WELDINGSHALL ELECTRODES SHA BE E10XX. 2LENGTTHH5OF THE AND Ph1E 6ER��FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL IN STRIGT ACCORDANCE WITH THIS REQUIREMENT. 3•BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED VfI DER5 AND SHALL CONFORM TO THE AW5'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MAE ETIN6 THE REQUIRE ENT5 OF ASTM 0-255q-1b. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND 6A5 WELDING IN BUILDING CONSTRUCTION',LATEST EDITION. 24.ALL SIMPSON CONNECTORS MANGERS,STRAPS,UPLIFT CONNECTORS,POST GAP5,EGT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORhi67 BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOL75 OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. k OF IOp00 POUNDS ML.E55 NOTED OTHERWISE. -7 EACH TYPE OF SOIL TO BE COMPACTED. 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN g5%OF MAXIMUM DRY DEN5ITY PER 8•ALL FILLET WEL05 SHALL BE A MINIMUM OF 1/4"UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. S 1 1 A5TM 01551 IN LIFTS NOT TO EXC®b`L00°�E DEPTH. q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHAD.BE INSPECTED BY 26.ALL FASTENERS EXP05M TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER AND/OR THE L . b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE � Uj O e- 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. J O ARCHITECT OF RECORD. 10.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIG INSPECTION AND TESTING.THE L STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMP50N PC/EPC • 1.BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIRB�IENlT5 TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 48'LONG 0,LE,55 OTHERWISE NOTED)SIMPSON 2O&A COIL STRAPS.STRAPS SHALL BE r- EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG,BOTH 51DE-5 OF POST. FASTEN STRAPS WITH \� IL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND IOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. ` 6.SEE PLUMBING AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL 5EGUENCE-5 WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. R LAD U GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,LOOSE 28•ALL CEILINN6 FRAMING(INCLUDING,TRUl%BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE q.NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST Sl1BC�RADE CONTAINING MILL SCALE AND OTHER FOREI6N MATERIALS AND RECEIVE ONE COAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL GEILINEG � N FREE WATER OR ICE. ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANGE5. FRAMING WITH ARCHITECT OF RECORD. 201.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL ((� /�' 10.ALL SLABS-ON-0RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE!INSTALL I'FULLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARIN6 I POINT CONTINUOUS 2Xb CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)KIO DECKING 0 C `v LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNL NOTED OTHERWISE tr- 6RAMAAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-MAILS AND SINGLE�10 DECKING SGRl3^I 5UB6RADE PREPARATION REQUIREMENTS NTH GML AND/OR GEOTECHNICAL ENGINEERS THROUGH TOP OF RAFTER. � J OF RECORD. 14.CUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE 5HOWN ON SHOP DRANINL66 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30.PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-E NC71NEERED WOOD RIM TRUSS. ^ /I HOLES OR CUTS IN STRUCTURAL 5TI$MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN +] V/ II.FORCES DUE TO HYDR05TATIG PRE55URE HAVE NOT BEEN CONSIDERED IN THE PERMISSION FROM THE STRUCTURAL-ENGINEER OF RECORD. THIS PLYWOOD TIE PANEL SHALL 8E FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS 0 6'O.C.O z DESIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT I5 THE RESPONSIBILITY OF THE (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN61WEIZED WOOD RIM TRUSS TOP CHORDS, GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTEGHMCAL ENGINEER CIVIL 15.GENERAL.COMPACTOR SHALL SUBMIT SHOP DRAWINGS t0 THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/8d MAILS 0 6'O.C. 1.AND TO E TRUSS VERTICAL MEMBERS WITH 6d NAILS 0 •- ENGINEER,OR OTHER QUALIFIED DESIGN PROF-95IONAL TO ENSURE HYDROSTATIC 6'OL.(3 NAILS PER VERTICAL MEMBEJI.THIS PLYWOOD TIE PANEL SHALL BE FASTEN®TO TOP OF ALL LOWER FORGE5 DO NOT EXIST. AND CONTENGINRACTOR PRIINGOR REVIEW.SHOP NC7 TO AR SHALL.S REVIEWED AND APPROVED BY THE DEPICT TEE FLOOR STUDS WITH 8d NAILS o 6'o.c.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL Di3'IGT 511E1.LAYOUT, w 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LE3N6TH5,CUTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS 0 61 O.G.*'EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK N 12.ALL O OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) ` 0 i O � tt- a 0 w R 0 J J p4 F O +n a r; t Q o a PROVIDE SIMPSON PC6Z COLUMN GAP AT ALL DECK POSTS CAMERA•O'NEILL ALL DECK BEAMS SHALL BE CONSULTING ENGINEERS PROVIDE 51MP50N H25A FASTENED TO POSTS TO Strwwral Engineering-Design -O o UPLIFT ANCHORS AT EA. -o -o RESIST UPLIFT WITH 51MP50N . '� a%\. '� zoiCbckTowerSq. AT END POST,PROVIDE AND s, END OF ALL DECK JOISTS, COIL STRAPS,SEE DETAIL AT END P05T,PROVIDE ANDINSTALL-10'LONG,20&A x x INSTALL-10 LON6,20 GSA Icora�dtmgEnyin••rsaea.3o8.7S41 � END -is Camera O'Neip Portsmouth,RI o:51MPSON COIL STRAP FROM ONE CON7PEE 2x12 BEAM fiL SIMP50N COIL STRAP FROM ONE 51DE OF POST,UP AND OVER THE L SIDE OF POST,UP AND OVER THE TOP OF THE BEAM,AND DOWN THE TOP OF THE BEAM,AND DOWN THE OTHER SIDE.FILL ALL AVAILABLE OTHER SIDE.FILL ALL AVAILABLE 4 NAIL HOLES WITH 10d NAILS.SEE T. 12 ICK NAIL HOLES WITH 10d NAILS.SEE 50.1 .<V.- NEWY SIMILAR DETAIL 1/52.0 L.T. ®16 O G. SIMILAR DETAIL 1/52.0 y,�P V. F TI fAV4' x V s 10 S' g' S' s g ���� ���� ��%-AtI=E H AT x x PROVIDE d INSTALL x x x ++i Z Z Lu °Q E a F X 51MP50N ABU44 STANDOFF ttt ". W ix c co ° DE J. T5, BASE d FASTEN TO GONG. 2� r CZ '�' >o c a 6 NTI T. xl2 51.1 In uA I O ATIr W/(1 NG. F I THREADED AAt�HOR ROD 1(® i tr-��D9 SS pNA��� im c F g t p o C. I O ST/ 0. b EMBED) PROVIDE d INSTALL BEAM POCKET AND O _ ° ro PROVIDE d INSTALL k ( Yi 4'L P.T.BEARING PLATE TO ACCOMMODATE U x 2 BUILDING FELT PERMIT SET m y N ®Ib' S0'1 BEAM.PROTECT UNTREATED LUMBER WITH V Z ° PAIR OF DTT2Z PROVIDE d INSTALL TENSION TIES ° PAIR OF DTT2Z a ____= 1_ - TENSION TIES 6 HEADER , T -- PRE-ENGINEERED GIRDER DOUBLE 2x6 STUB P05T O PRE-tT661NEERED GIRDER IL. NATIF STAIR L.VL.BEAM(FLUSH) DEPTH SOLID L.VL.BEAM(FLUSH) ! DES16HE TYP. FROMM QUAD 2x6 I � I. ARGHt DW65. I , , E ARCH L DW65. HtAlPtIR U "LA qAk` °SLY I I E q.9k LL �t Z- --;1 > _ 4SPRIN6FIELD'GAP AND _J 'SPRIN6FIELD'GAP AND LALLY Calk 1,TYP. , LALLY COLUMNS,TYP. PRE-ENGINEERED 61RDER PRE-ENGINEERED 61RDER N 111 $e n 3. ry O O • I Y 1 • I Lu I 50292S III,c farm 50.2 JDEAD -� 'WR INSFIELD'GAP AND oil IN6FIELD'GAP AND O 5 LALLY r- 5 F50.I LALLY I l ll _ V O 50.1 Z L lr 5_; O 4) s` ROW OF BLOGKIN6 ROW OF BLOCKING U- BEARIN6 WALL TRUSS DE51�115 RESPONSIBLE FOR BEARING WALL V SPECIFYING ALL CONNECTION AND ffp O TRUSS DESIGNER NOTEr UPLIFT HARDWARE.TRU55E5 SHALL BE -4 O O >. DESIGNED TO MEET ALL BEARING c >. J }TRUSS DESIGNER NOTE: pm REQUIREMENT'Scm, .APPROACHES TO TRU56 DESIGNER NOTE: ..-- +- Q ACHIEVE REQUIRED BEARING INCLUDE, - LL O GOORD.W/ARGHJ6.G. BUT ARE NOT LIMITED TO,BEARING GOORD.W/ARGHJG.G. Z F- -7 to ENGHANGER5,ADDITIONAL TRUSS _ _ PLIES,DIFFERENT MATERIALS,ETC Smm SEE GENERAL NOTES FOR ADDITIONAL Q:, LL L j REGUIREMENTS/INFORMATION Udi fill V) w ¢ Q PROVIDE d INSTALL BEAM I PROVIDE d INSTALL BEAM_// 0 . L01) POCKET AND P.T.BEARING PLATE L 3 / b POCKET AND P.T.BEARING PLATE A5 REQUIRED TO ACCOMMODATE PROVIDE d INSTALL BEAM AS REQUIRED TO ACCOMMODATE PROVIDE d INSTALL b BEAM.PROTECT UNTREATED POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED c 14 3 BEAM POCKET AND P.T. 50.1 LUMBER WITH BUILDING FELT O BEARING PLATE TO SIM LiJM13M WITH BUILDINGS FELT O BEARING PLATE TO SIM ACCOMMODATE BEAM. ACCOMMODATE BEAM.PROTECT UNTREATED 0 ® PROTECT UNTREATED o LUMBER WI7LDI 6N c LUMBER WITH BUILDING FELT L FELT I 5 5 :J 50.1 50.1 51M ,� SIM Z c 5 I 5 50.1 50.1 � a � O � > �� 0 j A � • I I m 50.2 50.2 UL _ N I I I- c: N Z --� I I Z > a E c I:) L _j 7 ------------------ --- ---- i 0 I I I 50.1 I 7 b PROVIDE d INSTALL-,,"", 51M `i 50.1 51MP50N ABU44 STANDOFF1 SO.I 4 , 50.1 I BASE d FASTEN TO CONC. I w r ; W/11g,DIA.EPDXIED r' , 1a< i THREADED ANCHOR ROD(6' s � Q Q i i EMBED) ------- b L- -------------- 6 0 s 50.1 50.1 cc B FIRST FLOOR FRAMING-WALK OUT BASEMENT 1 A FIRST FLOOR FRAMING-EGRESS WINDOW SCALE:I/4"=1'-0° 50.1 SCALE:1/4°=1'-0° cc 51M PLAN NOTES, FLAN NOTES GONT.: 2 I. #J-#K JACK AND KIN&5TUD5 SHALL BE SAME DIMENSIONAL STUD LUMBER A5 ADJACENT STUDS.(I.e.2J-2K MEANS 2 q. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS FULL-1­66HT KIN&STUDS,WITH 2 JACK 51UD5 5UPPORTIN&THE HEADEW REQUIREMENTS AND PREVAILING STATE BUILDING CODE. IU612 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS 2. AY INDICATE-5 SIMP5ON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP5ON HAN6ER5 REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO 6ENERAL NOTES AND PREVAILING STATE BUILDIN&CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED A5 A GENERAL&UIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. 3. COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDEY='THICK°SPRINGFIELD"GAP MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL AND B 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENING5 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERA_CONTRACTOR.ANY W86TANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD&AN6ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRE55LRE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,5LAB5,AND ALL b. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING 5Y5TEM5 SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO CONSTRUCTION. E TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVE5,BRACKETS,GUTTERS,CORBELS,BUILDOUTS,PAD-OUTS,AND ALL OTHER APPLIED 5. ALL PLATFORM FRAPW POSTS,WALL5,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,'5QUA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineering-Design :ol Clock Tower Sq. Carnets/0'NeIH Portsmouth,RI0:871 888-308.7541 wo Consulting Eryineers Hof NEW), v. W ZZ W a)g E. W C CO O 10 &M0. O S U v 09016� �` c W U ¢or s' r_SS1OXA de OCF o po N PERMIT SET " ^ o U Q PRE-Br61NEERED ROOF TFAr-6,5E'E PLANS C400PD APA RATED WALL 5HEATHIN6, W/ARCH UPPER ROOF TRU55 SHALL UNIT SEE GENERAL NOTES. SEAR ON LOW ROOF TRUSS 51N6LE 2x6 50LE PLATE G 2x6 WOOD STUDS,®16"O.CJ//. Tab PLYWOOD Z 5UB-FLOOR O N U W cy- U_ PROVIDE AND INSTALL TRIPLE 2x6 STUB PO5T/50UA5H 13LOCK(NOT 2x4®Ib'OL. J� SHOWN)BELOW ALL JAMB AND BEARING/5FEARWALL a CN POST LOCATIONS ABOVE. N PRE-ENGINEERED PRE-ENGINEERED ROOF ON DOUBLE 2xb WOOD FLOOR SEES -� TOP PLATE,TYP. TRUSSES,SEE PLANS .� PROVIDE 2x DIAG. O BRACING®48'O.G. PROVIDE BLOCKING BETWEEN FLOOR TRUSSES TO PROVIDE (n L SUBSTRATE FOR FLOOR —_I SHEATHING FASTENING ;- W � L,Z_�Nx_ 4__ 6 SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING SCALE:3/4"=1'-0" PRE-ENGINEERED FLOOR - _ - - 0 Z () TRUSS,SEE PLANS 2x6 016'OL.BEARING WALL 2x4®Ib°OL. W JQ Q BEARI%/5HEARWALL - 2x6®16'OL.BEARING WALL CXC�A_LE7112"= ONCAL SECTION I'-O' L APA RATED WALL 5HEATHIN6, G.W.B.,COORD. 0 SEE GENERAL NOTES. W/ARCH'L SINGLE 2xb 50LE PLATE 2x6 WOOD STUDS®16"O.G. W v 7 i"T46 PLYWOOD ° PROVIDE CONTINUOUS 2x4 SUB-FLOOR. 'RIBBON`FASTENED TO EA. U. FLOOR TR455 W/12d NAILS `.`J 0 wil LL PROVIDE AND INSTALL TRIPLE 2x6 L- t�5 STUB PO5T/50UASH BLOCK(NOT a m r-- SHOW BELOW ALL JAMB AND P05T LOCATIONS ABOVE. 1 APA RATED WALL 5HEATHIN6,SEE L0 PRE-ENGINEERED 6ENERAL NOTES.HOOP FLOOR g DOUBLE 2xb TRUSSES,SEE PLANS 2x BLOGKIN6 AND TRL65 `•/ TOP PLATE,TYP. CONNECTION HARDWARE PER JOIST DE516NER. N PRE-ENGINEERED 0 J WOOD TRU55, ^` SEE PLANS W •T46 PLYWOOD PRE-ENGINEEREDTR z 5 5ECTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING RDOF SHEATHING WOOD SEE PLANS 5, '� SCALE:3/4"=I'-O" Lj PROVIDE AND INSRA&ETALL 0 I°APA RATED Td6 UPLIFT T�RU55 ERR PLYWOOD SHEATHING LAP SHEATHING 'i✓ t2'-O"MINIMUM PROVIDE t INSTALL UPLIFT q ANCHORAGE PER 1'-0"MAX TRUS5 DE516NER w a w t WOOD BEAM, HEADER o SEE PLANS SEE PLANS K 2x LADDER FRAMED RAKE r PRE-ENGINEERED P.T.POST, s3 i°APA STRUCTURAL I RATED WOOD ROOF SEE PLANS lyEXTERIOR PLYWOOD TI;W% SHEATHING.SHEATHING SHALL PRE-ENG T INEERE TRU55 DE516NER NOTE: CONTINUOUS LEDGER®HEEL OF 4 EXTEND TO TOP OF GABLE WOOD GABLE PROVIDE SEAT TO MONO-SLOPE RUSSES FASTENED THROUGH END TR F-75 END ROOF ACCOMMODATE LEDGER. 5HEATHI%AND INTO WALL 5TUD5 WITH(2)#'x41�" TRU55 SIMP50N SD5 5CREW5®Ib"O.G. w SEE ARCH.FOR REFER TO TRUSS DESIGNERS REQUIREMENTS EXTERIOR FINISHES,TYP. FOR TR F-6 FA5TENIN65 TO LEDGER AND WALL. ° e 3 3 SECTION THROUGIi PORCH ROOF a 0 RAKE LADDER FRAME DETAIL AT TRU55E5 SCALE. 3/4"=1'-O" fi SCALE:3/4"=1'-O' 2 NOT U5ED SCALE:3/4"=1'-0" c 0 r CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design zoa Clock Tower Sq. LA R FRAMED RA Camera 0 NeiH Portsmouth,RIoa8,i DDE I LADDER FRAh/ED RAKES ARE NOT SHOWN I conwttingEngirwws 988.3 oe.,s`'' FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION ___ OF NEW CEILINS/BOTTOM HORDIOF TRUSS ALL PORCH BEAMS SHALL BE '�� Y FASTENED TO P05T5 TO TRU55 DESIGNER NOTE AP V. SHALL BE FASTENED TO EFFECTIVELY PROVIDE SIMP50N H2.5A TW1.f�DESIGNER 15 RESPONSIBLE FOR I Gj BRACE SABLE END WALLS. RESIST UPLIFT WITH SIMP50N I SPECIFYING ALL CONNECTION AND FRAMER NOTE: 9 -c 0.0 UPLIFT ANCHORS AT FA. -0,�-0 COIL STRAPS,SEE DETAIL -O -0� � � � � UPLIFT HARDWARE.TRUSSES SHALL BE � p p END OF ALL ROOF JOISTS, a WALL DOUBLE TOP PLATE SHALL NOT HAVE END g� g� g� DESIGNED TO MEET ALL BEARINS ANY JOINTS ACROSS STAIR OPENING w u, m o x x % x REQUIREMENTS.APPROACHES TO �+ 2 W O LU 0"o E c" __ , •Z _ _ __ ACHIEVE REQUIRED BEARING INCLUDE, r - - -----------------------------r-r �"fi;, m o u 10 ) _ _ GABLE END BRACING I r�_I i 1 i I _L,r I 2� H-> > c o PROVIDE SIMP50N W5210 = c5 _E___ E_ ==c =c =__= o= -= c5 __ __ =c a 's BUT ARE NOT LIMITED TO,BEARING CEILING/BOTTOM CHORD OF TRU56 _� �_� _�L_ �_� t_� C`0 090161 �� W U SHALL BE FASTENED TO EFFECTIVELY I i,- NPR G'++ o t Q o FAGS MOUNT HAILERS AT CONTINUOUS 2x10 ENGHANGERS,ADDITIONAL TRU55 BRACE GABLE END WALLS. - i w'`� O 0 ALL ROOF J015T5,TYP. T 2xl JO T5 16 I PLIES,DIFFERENT MATERIALS,ETC CS t0 L.( MIN INI ) LEDGER FASTENED SEE GENERAL NOTES FOR ADDITIONAL. Y Y Y \,, 'r i S u = 3 N tr REGUIREh1EW5/INFORMATION \j g� AND INTO 5' — - _,,j,,, _A _ I PERMIT SET ,-I Z _ W/Y4 x49i'SIMPSON 505 ' Tim TRIPff 2x>� TI'�Pt�?x8 = __—_— _ = SCREWS•Ib°OG. TRU55 BLOCKING T�p[g 2x6 TR 2X� TRIPLE 2�6 TRIPIG a TRIPLE 2x8 5TA66MED PROVIDE AND INSTALL 50LID I 1I II HEAVER HEADER HEADER HEADER I BLOCKING EA.51DE OF ALL RI06E5, HEADER HE629L PROVIDE 4 INSTALL VALLEYS 4 HIPS AND AT ALL EAVES I I TO SUPPORT AND FASTEN SHEATHING III SIMPSON OTTIZ PROVIDE 4 INSTALL III ? 6 PANEL ED6E5.SEE GENERAL NOTES III TENSION TIEph„ti, DOUBLED OF FULL LL�I Ppr��SEt BLOCKING 4 PAIR OF 1 - I 54MP50N DTT2Z FIRST RAFTER/FIRST TRUSS i PROVIDE G019NEG PER TENSION TIES FASTEN FIRST RAFTER/TRUS`THROUGH Ni SHEATHING INTO WALL 5TUVS/TRU55 R! h;!°CF MEMBERS W/Y♦'x4Va 51MP50N 5DW ?k�E i 6 6�° 1 FIRST !°p5T SCREWS AT 16'O.G.STA66L3tED Ogr _ VI Nvit MLE55 OTHERWISE NOTI-) I GIRDER TRU55 \ .^ TRUSS DESI SHALL i I !AGGOMMODATE IFIED 2x4 0 b"O.G.13EARIN6 ADJACENT WALL(5 NIt R�SHADE©) UNIT 7 I 24"L.V BEAM\Y ZA ADJACENT WALL(SHOWN SHADED) I PROVIDE TRIPLE 2x6 UNIT 6.G.NOTE: I WA (SHOWN SHADED) THIS KALL Is THE PARTYI SEE SECOND FLOOR HEADERS AT ALL HALL UNIT5 FRAMING FOR ALL i O OPENIN66 TRUSS Z LOW ROOF FRAMIN6 1 :� \ \ _ ,I, BLOCKING, 0 N!J-!K HEADERS,BEAMS AND i a' T I SEE NOTE w POSTS 2 \ \ �155 DESIGNER NOTE: O I I !k III GIRDER TRUSS SHALL c`ry !! CV I I 2x4 016"O.G.BEARING BE DE516HED TO AL O WALL(SHOWN SHAPED) IIII III[ \ FROM HEADERS ABOVE 0 PROVIDE AND INSTALL 48"LONG,20 6A -I i f1 _C I I I 54MP50N COIL STRAP FROM ONE 51DE OF BEAM,SEE PLAN W ilfl \.J O I I POST,UP AND OVER THE TOP OF THE BEAM, a Jill g O Z r AND DOWN THE OTHER SIDE.FILL ALL L 2x4 016'O.G.BEARING AVAILABLE NAIL HOLES WITH IOd NAILS. \ III WALL(SHOWN SHADED) BOTTOM OF POST SIM,SEE 6ENERAL NOTES JIII \,\ _ C7L.NOTE: O Q C (( III \ 6. FRAMER NOTE: C.SHALL PROVIDE 4 INSTALL LL U I TAPERED INSULATION AS REQUIRED SIMPSON PG OR EPC POST GAP, SAVE TRIPLEAT TO PROVIDE POSITIVE DRAINAGE E SEE GENERAL.NOTES BI OCKIN6, DORMER WINDOW AND PREVENT PONDIN6 ON FLAT Z L_ O i NOTE ROOF RF MEMBERS P.T.POST �, I OPENINGS O O 4 Q SEE PLANS �,r' I \y I TRu55 DESIGNER SHALL Z U O O PRE-ENGINEERED VIOiOD GIRDER • PL MBIL6 LINE L ATION, I �7N/1� I - j FORACC THE TRIPLE SPECIFIED HANGEit O N Z (/) Xg p�T -RDSSITT T 6 CROFWp�T I i FOR THE TRIPLP 24 L.V.L.BEAM TYPICAL PECK/PORCH BEAM STRAP DETAIL 1 - - . U QUJI 1- SCALE:3/4"=1'-0' to w 4 0 h Q 6.C.NOTE: I I < I C� 6 2 SEE ROOF FRAMFOR ALL ROOF III SHEARKALL PLAN 51.1 FRAMING FADERS, DIMEN51ON5 W/ARCHL OWS5. O BEAMS AND POSTS Ibl III IUI I III PRE-ENGINEERED WooD 6tRDER �- i I II x e III Z III Z ADJACENT PROVIDE 4 INSTALL UPSIDE j I UNIT 7 v 11 PRE-EIN6IN�ED WOOD GIRDER O D"54MP90N IUS3.56/1198 ', ,5 i r T�,r, n / U 1 FACE MOUNT HAINGERS BLOCKIN6, 1 ® BLOGKIN6,� ® L ADJACENT LLJ O 51.1 SEE NOTE i SEENOTE UNIT 7 Y O I � L 3 m I ' — i 2x6 016'O.G.BF_ARIN6 WALL(5H01m!SHADED) WALL SHOWN SHADED �\ 51.1 i 2xb LEDGER TO PROVIDEl 3 U � L.0 I FASTENING.FASTEN t0 TRU55 T � N I CHORD W/Y4 x3'SIMPSON �_ ft. THIS WALL 15 THE PARTY I i SCREWS 0 16"O.G.ST 1 PRE-ENGINE IAL WOOD I— � N J _ 2 -EN61 'CHI x I 50.2 PRE E2ED SPECI J "�I Ir-- U(I I i i III CABLE END SHALL ° X I I N III OVER BA WALL PRE 'GHIMNE'TRUS6 I II 14 PRE-ENGINEERED GIRDER TRU55 DIRECTLY BELOW WALL ABOVE BATHROOM WALL — — — '� N - -� TRIPLE 2xb TRI 2x6 HEADER se HEAdtR — — — --------------------- I I =__ _ ___ —' __= x QCfi�III � FN16 '� PRE-EN61t�RFJ7 III I �� ,. lu ' > HIP TRUSS iii PREZED tFM44 DOUBLE 2x10�111 DOUBLE 2x10 t 'O.C. r BEAM(DROPPED) _____1 Z___-- TRI E 2x8 HEADER— 6 n _____ _ __ ___ _ — — = — TRIPLE 2x8 FEARER ——-�—-—r- r ___ — —— _ _ NRCBTEC $ FOSS ----- - -- - — —— b1BELLI TS OTHERS. zz A,' Q� N CONTINUOUS 2x8 LEDGER®HEEL OF ARGHITEGRAL COORDINATE J Q Q 3 O MONO-SLOPE TRUSSES FASTENED o 51.1 THROUGH SHEATHING FROVIDE SEAT AT BLOCKING, AND INTO WALL j5ECZ,0N0 FLOOR FRAMING ¢ STUDS WITH(2)#xMP50N SDS TRU55 HEELS SEE NOTE AT LEDGER. ACCOMMODATE E'� :I/4"=1'-O" REQUIREMERNSFOR TRUSS FASTENIN65 3 A ROOF FRAMING TO LEDGER AND WALL. 51.1 56AL E-I/4'=I'-0" i • PLAN NOTES: PLAN NOTES CONT.: I. $J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I.e.2J-2K MEANS 2 q. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE&ANC-fD T06ETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK STUDS 5UPPORTINS THE HEADC-R) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. I+tlbls 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE&ANGER T06ETHER IN AC,C,ORDANCE WITH MANUFACTURERS 2. -INDICATES 51MPSON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HAN6ER5 REQUIREMENTS AND PREVAILING STATE BUILDING CODE. ° SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO 6E ERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. CN 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE Ys"THICK'SPRIN6FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL 6UIOE 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 a 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN65 SHALL BE SUPPORTED ON EA. ORAWI%5 AND ULTIMATELY DETERMINED BY THE 6EiNERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE K)N6 STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUT5,UNDER6ROUAND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED W1TH CIVIL,6E0TECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND PRAHINC75 PRIOR TO CONSTRUCTION, i TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,CUTTERS,CORBELS,BUILD-OVT5,PAD-OUTS,AND ALL OTHER APPLIED 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE 5TUD5,'5QUA5H BLOCKS",AND/OR FULL-DEPTH 5OLID BLOCKIN6. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design :oi Clock Tower Sq. Ciawn O'NeIR Portsmouth,Rloil3n 8138.3013.7541 '- ---- ----....--- --- ��__`�± ,..._�_ .:_..,____.__-- ------------------------: :_ -:. __-_ ConsultingErgk-- NEW Y V. i Z=W N d E a ' AT WALKOUT BASEMENT - � f 11- O O 9 \ c N 3p 16 ?� �•• OPTION,PROVIDE'STI' !i( ' w NPR' m p W o f au U p o ------f- —-i !117 ST�PwHOLD�INN LIEU �i� � S U s .3�T1 FIRST FLOOR FRAMIt� 'i! PERMIT SET Z o aru LU .. 1 I U :1 7 33f x i !L`� I 0 it I' ADJACENT UNIT 7 THI5 5HEARWALL 15 THE PARTY WALL BETWEEN UNITS Z I�+ > ! a. j ! i t ! rot �, • I ; it I I I.1� '� ��! '! ��•. � O Q75 O N. Q E O LU LU ! — ..................- ... i - — — — ! Fw— N i H8 HST U ! I ! sw3 w Q , 1s i O ! ! j{r-I ! � W-- Z ri n ' _ '' f / a U. I L ADJACENT c � O ! --_— — — ---'' O `^ IN LO --------------- CN n\ I4 I 4 N ! ° ! j j1 j i 1 •��' t ' i i , ! ! t FIR5T FLOOR 5HEARWALL5 (D' SCALE:1/4 n BASEMENT SHEARWALLS-WALKOUT BASEMENT OPTION SCALE:1/4"=I'-O=' -------i SHEA�RWA�LL 5GHEDULE SHEARWALL PLYWOOD SHEETROCK WALL STUDS BLOGKIN6 NAILING 0 k (D HOLDOWN NOTES- ID TA6 FACE FACE ®PANEL EDGE5 ®E06E5? PANEL EDGES I. ALL THREADED ROD HOLDOWN5 SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT 5W1 OUTER INNER 51N6LE 2x BLOCKED bd®b"O.G. P ACCORDANCE WITH MANUFACTURER'5 REQUIREMENTS. SW2 NONE INNER 51461.E 2x BLOCKED #b SCREWS 0 4'O.G. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWNS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH BUILDING CODE AND 6EPERAL NOTES. ° 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWNS SHALL BE EXTENDED THROUGH FLOOR 5HEATHIN6 AND FASTENED TO 5W3 EITHER BOTH DOUBLE 2x BLOCKED 6d 0 3"O.G. o 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=SHELVE-5,BEAM POCKETS,CUT-OUT5,LNDERGROUND UTILITIES,PIERS,FOOTIN65,5LA55,AND ALL OTHER ITEMS HOLDONN SCHEDULE c SHALL BE FULLY COORDINATED WITH CIVIL,CWTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'ORAWIN65 PRIOR TO HOLDOWN THREADED e CONSTRUCTION. ID TAG SIMPSON HOLDOWN FA9TENER5 ROD 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL# FASTENED TO, TO FRAMING DIAMETER EMCOW-,R INTO ° FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS 6 b'O.G.0 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM C ORD5,AND RIBBON JOISTS W/bd NAILS®b'O.G.AND TO THE T14%VERTICAL MEMBERS H2 HDU2-5D52.5 DOUBLE WALL STUD 5D5 51,-REW5 5/5'DIA. 12' C WITH bd NAILS O b'O.C.(5 NAILS PER VERTICAL MEMBEP).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HDU4-5D52.5 DOUBLE WALL STUD SD5 50REW5 5/8'DIA. 12' NAILS®b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS®b'O.G."EXCEPTION:PLYWOOD PANEL SHALL HDU6_5052.5 TRIPLE L5L WALL STUD 5D5 SCREWS -7/8"DIA. 12' BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AND JACK) STI 05-20x54'LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM 4 C O ti GAS FURNACE W SPI iT AIR CONDITIONER SCHEDULE GENERAL NOTES: GENERAL NOTES: LABEL(1D) MAKE MODEi.(INDOOR UNITS) HP INPUT OUTPUT VOLT PH AMPS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP VOTES BTUH BTUH MODEL 1. THE\fECHANICAI.SYSTEM INDICATED ON THE DRAWINGS.ARE DIAGRA\f\fATIC TO SHOW'THE OWNER'S AMEN AND THE INDICATED MECHANICAL O THE LOCATIONS.ALL EQUIPMENT AND 9• BRANCH SUPPLY AND RETURN GRILLES SHALT.HAVE VOLU\IF DAMPERS TO BALANCE EACH AiR AHU-1 CU-1 HFIL N9\1SE1002120A 3 4 100.000 97.000 115 1 146 20 EDM4X48L21 NNA648GKA 4.0 16 208 230 1 26.1 40 AMP SEF VOTE 1 .ACCESSORIES.ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. CONDITIONS AND APPLICABLE CODE REQUIREMENTS THE HVAC CONTRACTOR SHALL PROVIDE ALI 10. ALL DUCTWORK ELBOW'S.AND TEES SHALL HAVF TURNING VANES INSTALLED TO MINIMIZE STATIC NOTES:1.PROVIDE SPLIT SYSTEMS WITiI HIGH LOW PRESSURF SAFETIES.TXV VALVF CONDEN'SATF NEUTRALIZER FITS.CONCENTRIC ROOF VENTS&7 DAN'PROGRAMMABLE THERMOSTATS E� Z Z W P PRESSURE DROP. 2.PROVIDE AUXILARY DRAIN PANS. W m u LABOR AND MATERIALS NECESSARY FOR A COMPLETF WORKING SYSTEM AND.ALL REQUIRED on � c TESTING OF THE MECHANICAL SYSTEMS THE\1FCtHANiC AL CONTRACTOR SHALL BE RESPONSIBLE 11. THE MECHANICAL CONTRACTOR SHALL BALANCE THE HV'AC SYSTEM PER THE AIR Fi.OWS LISTED. .AIR DE\ICE SCHEDULE 1­,� o c a •o cWu a� �_ FOR PERMIT COSTS. FOLLOW"ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.Ti R ANGE MODEL SIZE NECK CFM DESCRIPTION NOTES oc G u+ c o LABEL(1D) MAKE 1.- o c v 2. THE MECHANICAL INSTALLATION SHALL HEFT ALL THE RFQUIREMENTS OF THE AUTHORiTY F_XFLAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE W'ALI G.AL\"ANV_ED CD-1 HART&COOLEY A682M 12\6 7"p 80-110 2-WAY CEILING SUPPLY DIFFUSER U = °� STEEL OR STAINLESS STEEL DUCTNVORK.THE DUCTWORK SHALL HAVE A SMOOTH 1N'TFRIOR .2 HAVING JURISDICTION.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF NEW YORK STATE. FG-1 HART&COOLEY421 12\t� SEE PL:\NS 0-130 FLOOR DIFFUSER V ^Z SURFACE.BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. COORDiNATF FLOOR GRILLE COLOR m U 2020 RESIDENTIAL CODE OF NEW YORK STATE.2020 BUILDING CODE OF NEW YORK STATE.2020 FZ TL Q GAS CODE OF NEW PORK STATE.2020 ENERGY CONSERVATION CODE OF NEW 1'ORLK STATE AND 2020 12. DRYER EXI-L-XUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0 016-INCH MINIMUM THICK METAL RR-1 HART&COOLEY GG 1 12x12 0-260 WALL RETURN GRILLE FiRE CODE OF NEW YORK STATE. DUCT 4 INCHES iN NOMINAL DIA,\PETER.%AND SHALL MEET THE REQUIREMENTS OF SECTION\f 1502 RR-2 HART&COOLEi' GG 1 24x14 - 0-800 WALL RETURN GRILLE + 3. TIC MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE INSULATE DRYER RR-3 HART&COOLEY GG 1 24x12 - 0-720 CEILING RETURN GRILLE �d� pF'NE EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE CO\1Bl'STION AIR ��{�.•- A FULLY INFORM ITSELF OF:\LL CONDITIONS. NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING. OPENINGS IF REQUIRED PER THE DRYER MANUFACTI'RERS INSTALLATION iNSTRI'CTIONS.AND 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS a i � APPLICABLE CODE REQUIREMENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER MIS LISTED 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THRO1IGH WITH THE OWNER 4.PROVIDE BOOT\VITH ADJUSTABLE DAMPER IN NECK. 13. .ALL GAS APPLiANCES SHALL BE INSTALLED.AND VENTED PER APPLICABLE CODE REQUIREMENTS. k.14 AND GENERAL CONTRACTOR TO DISCUSS:\Ll.ti\'AC COMPONENTS AT THE CONCLUSION OF TllE ,, 14. APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM '1��+•�T��i,•'�� PROJECT. A ,'��.....•••',��a G. THE MECHANICAL CONTRACTOR SHALT.SUBMIT O&\I\1:\NU:11.S AT THE CONCI.I'SION OF TIIF DA M AGE AND BE ELEVATED SUCI I THLAT THE SOIIRCE OF IGNITION IS NOT LESS THAN 18 INCIRS EXHAUST AND SUPPLY FAN SCHEDULE �N, .r` PROJECT. ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. LABEL(ID)MAKF MODFI CFlsf S.P. VOLTAGE PH AMPS r\VATTSDISCHARGE NOTES Q7. INSTALL ALL E UIPMENT AND ACCESSORIES PER THEMANUFACTURER INSTRU'CTION'S ALLOWTIHF 15. COORDINATETt-IER\IOSTATLOCATIONWiTHOWNER.LOCATE T1IER\IOSTAT AWAY FRO\i WINDOWS.' EF-1 P:\N:\.SO\IC F1'-0 II 05. VKSi 80 0.2" 120 1 .1GV SEE NOTE 1.2.3.4 \IANIiFACTI'RERS RECO\f\[ENDED CLEARANCE AROIJND:V.L CO\IPONENTS.IF THE CONTRACTOR F_XTERIOR WALLS.HEAT SOI IRCFS AND SUPPLY AIR DEVICES. iEF-I FAN TFCH FG 12 FC 600 0.3" 120 1 12" SEE NOTE 1.2.3.4 FORESEES OR COMES ACROSS ANY iN'STALLATION CONCERNS HE SHALL NOTIFY THE ARCHITECT FOR A RESOLUTION. SF-1 FAN TECH I FG 12 EC 600 0.3" 1 120 1 12" SFF NOTE 5.G.7 8. ,ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL.LINED OR WRAPPED WITH NOTES:1.EXHAUST FANS SI-I.M.I_IIA\F BACK DRAFT DAMPERS INSULATION TO MEET CODE REQUIREMENTS.DUCTBOARD OPTIONAL,ROUND DUCTWORK TO BE 2.PROVIDE WiTH.ANY NECESSARI'DUCT TRANSITIONS&MOUNTING H\RDW'ARE. 3.INSULATE:\LL EXHAUST Di'CTW'ORK IN UNCONDITiONFD SPACE TO PRFVENT CONDENSATION' N METAL W'RAPPFD WTTH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCWORK SHALi. 4.PROVIDE WITH AL!_.ACCESSORIES NECESSARY FOR A COMPI.FTF INST.AI I ATiON. Z BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO 14'MA NIUM.ALL EXHAUST 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD 0 AND INTAKE Dt'C Ttil"ORK SFI:VLL BF MET;\L WRAPPED W7Ti11NSl1l_:1TION AND VAPOR BARRIER TO• G.PROVIDE\\"ITI-I CONTROL WiRING FRO\f CONTROL P.\NFl-1N BASEMENT TO ATTiC SPACE FOR FUTL'RF.DUCT HF\TFR 7.PROVIDE WITH CONTROLLER.MOTORIZED DAMPER.FAN W'ITHI EC MOTOR A,\D M I OTHER COMPONENTS TO MAKF A COMPI FTF SYSTF\f Lu w MEET CODE.REQUREMENTS. ELECTRIC WALL HEATER SCHFDULF NOMENCLATURE L.AMEL(ID)MAKF MODEL CFM IITR WATTS VOLTAGF PHI AMPS NOTES W'11-1 QMARK CM1-1202 65 1.000 240 1 42 SFF NOTF 1.2 3 0 {}- UNDERCUT DOOR I" NOTES:I.FliR\ISII\\1TH1 iNTE(;RAI-IIIER\IOSTAT. CN 2.Fl IRNISH WITH DISCONNECT. N 3.PROVIDE WITH ALI.NECESSARY HARD WARP MIEXIiAUST FAN V) a�-- W co F- ® FLOOR OR CEILING SUPPLY DIFFUSER 0 L.,) Z J RETURN GRILL}: Q Q W ZZ = 0 Q MANUAL VOLUMI:I)AMI'I-R Q Q U Z t� F UD w CL di ❑- MOTOR OPERATED ZONE DAMPER U _j F_ LU Z Q p :E Q vUi 0 OTiIFRMOSTA7 Z W � � 0 0 CV N U � I N - J N z a E I W Z� j� ,°oo y C co U F�y j O C O O1 OGQ W C ap _ Q U U .Z i3 oe U Q C 7" 7"f a, ti OF EK� C 7 7 a 7"11ONEYWELL 711f "� }?►,!i �.o,�F FRESH AIR CD-1 �w ; DAWER 50 CFM s. •''.�_ •' x i N N Z O 7"o 1 uJ CD-I 50 CFM 7"f C V) O Z o7"¢ Q � � N IZ cy- C 7"f 0 00 0 0 1 7" Ll EF- 200 CFM CD-1 Z OT B 50 CFM �, w _ 4- °�t.xl I till � � z � C cD-I 0 w cn 7"t 7 <50 CFM W u cc Q Q ui U Q � N x R\R x IG\12 x I(hR " 12"4 13Yt'ASS I- Z ^' W/DANUT-R % N Lu 7"$ 0 ^' LJ IIONI:YWELL 0 W8150 FRESII AIR " CONTROLLER ca N n020\12 12 �! � AHU-1 W BAS}WM' %ONF DAMPER r-- I6x12 UPLo ^l` 16x12 2ND FLR _ W /_OM:DAMPER N 18x 10 I ST FLOOR 7 Q ZONE DAMPER N 7„t .� E 0 1 UNIT"C2"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" usZ rx j Q O y 0 C W V y r >ON p G16UU QE o OC Q W C-= �O O O ~ a � U = -c m O U , z o oe U Q F® ® I® C D-1 a�'•lti��.aa�.�.-..Lc;;i FG-I FG 1 _ 80 CFM T"m 100 CFM aspOF N F.Os 95 CFM 95 CFM ;g 4r i 95 CFM B• :y FG-I 80CFM t x i x CU-1 x"m DOWN 4.0 TON N 10"I EXI IAUST z 8" FXH UP 14x14 MAKE' Z UP AIR SUPPLY Q o J 95 CFIM `! 101,11,UP 12 0 ® < TI 1R U CY- N ROOF U-4-EXII DUCT0 Z_ FG-I c CD-I CD-I O 00 50 CFM oc 50 CFM JU CFM M J ® o o � "m u z E EF-I 7"4 EF-I 0 I I G"Q E-XI•I Dl1C"f FUTURE HEATER MOD Z (W a) Q V) (1"�DOWN 12"¢ 12"¢ 14x 14 FRESI 1 p6 FG-I SF-I AIR FROM � ui Lu 105 CFM EF ABOVE U Ln Q Q 6"t I:X11 DUCT w cy- U RR-3 L.L. N 415 CFM x I 7 0 EF GX12 CD-I 50 CFM KITCI4:N HOOD W/ W2 fNLINE}:XI iAUS7• IN ATTIC.INTERLOCK EXI IAUST FAN Will MAKE 10"Q EXI1 UP TO ROOF UP AIR FAN. =' CD-I 50 CFM u- FG-1 105 CFM 0 ® INLINE 11001) J 0 EXHAUST RR-2 FAN IN ATTIC. ,� m 1010 C FM DI (IO:F-I) ^` N W � • I6x12S[JI'1'LYXc WH-1 10"Q KITCIII-N 11001)EXIT UP RE"fIJRN DOWN IoX12 �I U 16x12 SUPPLY& RFTURN UI'&DOWN U W N �-- c� 7"� - N FG-I FG-I Z � 105 CFM 50 CFM I)RYI:R ® cm Box, CD-I 115 CFM N 4„¢ 0 4"Q I)RYER I:XI•iAUST FG-1 EF-1 TO WALL CAP. 55 CFM 6"�BATHROOM EXHAUST ® TO WALL CAP. G"Q EXI I DUCT 2 UNIT TT SECOND FLOOR PLAN 1 UNIT"CT FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" M- SCALE:1/4"=1'-0" zzuj (Dp Eco' W OL ]v O,o y C co u y j ON [p CLuU Q& ° pCQW C 00 0 0 v a N U x t 3 0 U12 z Z5 w U Q �,giniunun� a• i*rw V) Z O W I.L Z ON Q O --I0"�BATH FXH CL TERMINATF W ROOF CAN u— O 00 L O 0 J C U II � NOTE:ALL ROOFTOP PENETRATIONS SI[ALL BE 71 IROUGI I FLAT ROOF AREA ��600 CFM INTAKE CIJR13 AM CAP Z Z Q� O Q � cn c 2 w u U I N w Q w U Q p v> 10"�HOOD EXI I W/CURB&c CAN Z u J O O N N 1 U � I C: N J C] Q` N Z .� E Lill r- 1 UNIT TZ'ROOF PLAN M-3 SCALE:1/411=11-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE AMPS:200 0 LINEAR STRIP LIGHT �fl WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE:M.L.O. MOUNT 48"MAX AFF a WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE 1/3 MOUNT 74T AFF VOLTAGE:120/240 W �Q Q SINGLEL WALL N H `P MOUNT 48"MAX AFF U N Obe Wo Q 3 THREE WAY WALL MOUNTED SWITCH, A.I.C.:22,000 — u�i N V c a `� MOUNT 48"MAX AFF U N O ~•'A~ > o OWU <F Q 4 FOUR WAY WALL MOUNTED SWITCH, CIR. TRIP NO. NO TRIP CIR• °C O Lu C o p o `P MOUNT 48"MAX AFF U N O O _ c O 120v,MULTI-STATION SMOKE ALARM NO. AREA SERVED AMPS A.W.G POLES POLES A.W.G. AMPS AREA SERVED NO. s V = .2 3 WITH 9VDC BATTERY BACKUP LIGHTING:BSMT(FINISHED) 20 20 LIGHTING.BSMT(UNFINISHED/UTILITY) U :z Z5 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI 1 #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 a U CO WITH 9VDC BATTERY BACKUP EP 3 RECEPTACLES:MEDIA PANELS(BSMT) 20 #12 1 1 #12 20 RECEPTACLES:BSMT BATHROOM 4 — ELECTRIC POWER PANEL AFCI AFCI DEDICATED GFI(1) �ypin�a+uar MP �dI' OF N6 O MEDIA(TEL OR CAN)PANEL 20 20 RECEPTACLES 1st FLR BATHROOM r°t�..•-•-•-•. y 5 LIGHTING:STAIRS,HALL(2nd),LINEN(2nd) #12 1 1 #12 6 r r O AFCI AFCI DEDICATED GFI(1) + •4 P,, 0 JUNCTION BOX t P* DUPLEX RECEPTACLE,MOUNT 18 AFF U N O LIGHTING:GARAGE 20 20 LIGHTING:FOYER,BATH&LAUNDRY 7 #12 1 1 #12 8 RECEPTACLES:GARAGE GFI(1)&GOO AFCI AFCI RECEPTACLES:FOYER,LAUNDRY&EXT.GFI(1) 's _ DUPLEX RECEPTACLE.ONE SIDE SWITCHED ss,t... _ MOUNT 16'AFF U N O LIGHTING:LIVING&DINING 20 20 LIGHTING W.M.ROOM a4, ..• w 9 #12 1 1 #12 10 GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U N O RECEPTACLES:LIVING,FP&DINING AFCI AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 14, DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT RECEPTACLES.KITCHEN(GENERAL) AFCI AFCI a TV TELEVISION OUTLET PROVIDE WITH RG-6 CABLE TO20 MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET,PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 15 RECEPTACLES:DW&GO(OPTIONAL) 20 #12 1 1 #12 20 LIGHTING RANGE HOOD 16 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING AFCI AFCI RECEPTACLES RANGE XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND OR PLUMBING N Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS LIGHTING:REAR PATIO 20 20 Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES DEDICATED WASHER&DRYER 18 0 N C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER RECEPTACLES'M.BATHROOM 20 20 LIGHTING:M.BEDROOM,CLOSET&M_BATHROOM w KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 DEDICATED GFI(2) AFCI #12 1 1 #12 AFCI RECEPTACLES.M.BEDROOM&M.BATHROOM 20 12"MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED RECEPTACLES:BATHROOM(#2,2nd) 20 20 LIGHTING.BEDROOM#2 CLOSET 21 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#2 W 22 P INDICATES WEATHER PROOF ENCLOSURE L(� O GO INDICATES GARBAGE DISPOSAL RECEPTACLES BATHROOM(#3,2nd) 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM(2nd) L1J L N DW INDICATES DISHWASHER 23 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 24 O Q 0 R INDICATES RANGE N REF INDICATES REFRIGERATOR LIGHTING ATTIC 20 Z( HD INDICATES RANGE HOOD 25 26 RECEPTACLES HEF-1&SF-1(ATTIC) AFCI #12 1 2 #6 50 FUTURE MAKEUP/SUPPLY Q Q } FP INDICATES FIREPLACE DUCT HEATER(ATTIC) co 27 28 Z i D INDICATES DRYER WH-1 WALL HEATER 20 #12 2 Lu W INDICATES WASHER 29 (W M ROOM) 30 W Z INDICATES GARAGE DOOR OPENER RECEPTACLE IN CEILING, CU-1 GOO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC _..J Q Lu SIDE OF INTERIOR DOOR CONDENSING UNIT -'-�I) Z +- 31 HWH-1 32 Q LU J O GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 Z U Z N (BSMT UTILITY) Q— t) 33 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 Q/Q 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL.BUILDING,FIRE FUEL GAS,AND ENERGY CL F—LLJ LU CONSERVATION CODES OF NEW YORK STATE 2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE E U= J F— LOCAL CODES AND/OR AMENDMENTS 35 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 N LU U Q Q UJ 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED 0 Lu() N 37 SPARE - - - - - SPARE 38 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE PHASE AND CIRCUIT NUMBERS - - - - - - 4 ALL SERVICE AND FEEDER CABLE TO BE 600V 1/C THHNrrHWN COPPER OR EQUIVALENT SIZED 39 SPARE SPARE 40 ALUMINUM CABLE EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC - z 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND U uj 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS O 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS O _ L ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH PANEL 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR 120240.200A.1 P,3W N GROUNDING ` W METER STACK w%BREAKERS, M L 0.TYPE 1 \ � TERMINAL SERVICE BOXES (3)120.'240.200A.1P.3W 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG N WIRED PRIOR TO WIRING OR ROUGHING IN TERMINAL BOX PER SERVICE PROVIDER (1)2 "CONDUIT %. r REQUIREMENTS 120 O WITH(3)#3/0 CU U ^, 4 A 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE 00 A V V J AND AMPERE RATING TO SUIT EACH FUNCTION 1-P 3-W UNIT'C2 .. c: N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL UNIT'C2M' C� RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10.000 AMPERES O N RMS,U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT'A' ^, W � 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL O cc: IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL SERVICE GROUND UNIT'Cl' E 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER N ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE — CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2)2"CONDUIT WITH(3)#3/0 CU EACH -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-1/2"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS CATV (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND(IF#3/0 SERVICE) TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES DEDICATED -OR- APPLIANCE RECEPTACLES AND RECEPTACLES LOCATED WITHIN CABINETS #Yo CU GROUND(IF#600 SERVICE) — TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL (1)1"CONDUIT WITH #6 CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (2)CAT5E CABLE 3/4 x8 GROUND ROD SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE—COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E—O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT.MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT A:!FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES z z Ui E y r CD U N ;NO Oz OWU aa' °fO OC Q W 0 ~ O O a m U x -m -0 U ^Z O U Q OF NLcM 41!*1 o Op �`�• n .r��r UP / v I � I � I � UNFINISHED UTILITY a TV 1 1 N � Z I 0 BASEMENT 1 �\ > I Lu Lu I 100, Oc' ZS V) Z O O � Q CN I CL I � } WALK-IN O 00 CL O O J LL. I BATH LLu Q 1--lc ;-- c/) 4� u m Q N Q 1 0 � � BSE \� OS CO EP HW Z MP-CATV e MAKE-UP AIR MP-TEL CONTROL PANEL O I �� O UNFINISHED N 1 UTILITY , UNEXCAVATED nHue _ � L N c: Z :D .� E t\ UNEXCAVATED 1 UNIT"C2"BASEMENT PLAN E-1 SCALE:1/4"=1'-0" ZZW mo E$ H C co H >0 [P ahuU Qy ne G W C O p 0 O C U x r 3 (T) U , z o cc U 1 WP 1 CO O � �-----� aTV zr l.-n ' TEL D ,ice / ��,"•...:�.`''•�;�' I BEDROOM#2 \ LIVING \ ROOM UP a TV MASTER \ BEDROOM DN ----- 1 CU /0 FP-r \ �79� / \ TEL D 100, �I co 0 O Lu %n �\ I / \ 70 z WP I DINII)16 o \')o ! WALK-IN Q CN j RM ° / 1 CL CL O � I / / CL ,_---- cy- CV I co s0 v 0 / 00 — / MASTER I FLOOR I _ b - EF BATH RECEPTACLE 1 -�� Q O Q ° �° \ BATH EF E p \ , 0 II ry O I \ Q OPTIONAL GARBAGE T�\ I Uw \ DISPOSAL WALK-IN UNIT A,Cl,C2 SERVICE, \ 1 CL \ \ I HALL z0 U7 V) DISCONNECT AND UTILITY 1 d \ METERS REFER TO RISER MO oc \\ KI C I I ~ � L1J F- Lu H- w `U Q �/I° 1 � EF C)c //BATH KI I C7/EF b - / R� 1 Q I HpU I KITCHEN \ C LOCATED IN THE ATTIC HEFT \ I WALK-IN F Z / �-��� V'r� \ I CL ---LL / sz GFP �_ / / ui O REF-16 S `Y3 / OGDO SWITCH TO CONTROL / / ATTIC LIGHTING co Os OPTIONAL / GARAGE I i ELECT DRYER / TV TEL D ^, CL \ LAUNDRY = c: N vA \ IDBEDROOM#3 O� �� 11 � GFP i Z ^` N \ I 3 GFP -64 gm I \/ FOYER 8 � E II \ O I \ --------d 9 O \ \ EF � WP`-' :dAk BATH \\ -'0 WP I \ �� 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE _______ SYMBOL ABBR DESCRIPTION ���, _"DISCHARGE PIPE TRIM CONNECTIONS s S or W SOIL or WASTE PIPING INLET SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL VENT SOIL/ COLD HOT REMARKS s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) WASTE WATER WATER VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE. -———————- v VENT PIPING '\ _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB: HIGH WATER ALARM `;�® PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" �" SEAT,SEE ARCHITECTURAL ELEVATIONS 8 Lw LW LAUNDRY WASTE PIPING FLOAT SWITCH -- PLANS FOR TRIP LEVER LOCATION PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, Wy � 010 ELONGATED BOWL,TANK TYPE,KOHLER K-4636 �- >2 rn° P-1A WATER CLOSET KOHLER K-3998-0 - - 3 2 SEAT.SEE ARCHITECTURAL ELEVATIONS& c ui C 5 0 ————Lv———— LV LAUNDRY VENT PIPING ��� - C au U <� o IW IW INDIRECT WASTE PIPING PLANS FOR TRIP LEVER LOCATION U _ t2 3 a) Iw cWW CLEAR WATER WASTE PIPING WHITE,VITREOUS CHINA W/OVERFLOW, ^Z u TP TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" POLISHED CHROME FAUCET W/POP-UP DRAIN. a SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE „ 1 1 „ WHITE,PEDESTAL W/OVERFLOW POLISHED '""""'«• cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2 2 �" :�Ey, CHECK VALVE I� CHROME FAUCET W/POP-UP DRAIN. off' r, w y FW HW DOMESTIC HOT WATER PIPING NDcw NDCW NON DOMESTIC COLD WATER PIPING P-213 LAVATORY KOHLER K-2210-0 KOHLER K-110764-CP 2" 2" WHITE.VITREOUS CHINA W/OVERFLOW,CHROME BALL VALVE � STEEL COVER FAUCET W/POP-UP DRAIN. d6 NATURAL GAS VALVE FLOOR SLAB UNDERMOUNT.STAINLESS STEEL SINGLE BOWL. 291h"x 15 All x 7 06"DEPTH,PROVIDE GE BALL AND DRAIN VALVE I � � A. � � � KITCHEN K-3183 �„ GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER DRAIN VALVE INLET HIGH WATER ALARM P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2" 2" 1 1 CONTINUOUS FEED WITH DISHWASHER DRAIN Y1 PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES Y2 d6 os&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ 1 _ ATURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z a TMv THERMOSTATIC MIXING VALVE Y1-3" WASHING EDGE SEE APPLIANCE SPECIFICATIONS FOR Y2=3" 12„ OXBOX ONE _ _ > Y3= P-5 MACHINE VALVE SIOUX CHIEF 696-24138E 2" 2" �" PAN SIZE(S)REQUIRED DOUBLE HOSE BIBB w TRAP PRIMER - &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN ck� STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS BWV BACK WATER VALVE K-TS 10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20" LEFT& K-1150-0-RA 1 1 RIGHT DRAIN OPTION.FACE PLATE W/HANDLE. uj O Q FLOOR DRAIN 1 P-6 TUB KOHLER KOHLER CP 2 2 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA � BATH SPOUT,SHOWER ARM W/FLANGE AND W N K-304-KS-NA P-0 NO SCALE SHOWERHEAD. 0 1 CV oED OPEN END DRAIN RITE TEMP SHOWER VALVE TRIM W/HANDLE Z Q NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS K-TS11076-4 � � o M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER 2" 2" �'� SHOWER ARM W/FLANGE AND SHOWERHEAD Q 00 PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. z I 1 �� 1 �� L1J Q 7 PIPE CAP OR PLUG THERMOMETER P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" fl UTILITY SINK FAUCET W/LEVER HANDLES W Q — t PIPE CONTINUATION L1J 0 VACUUM RELIEF VALVE "�"�� J(U O -o PIPE UP THROUGH SLAB ABOVE FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER J Q BLADDER TYPE Z Z Z Q) PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK HOT WATER TO SYSTEM O m Q C) SUPPORTED FROM LJJ I PIPE RISE/DROP BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS _ 'i' STRUCTURE u J Q ~Q oc W&T WASTE AND TRAP w J U U �- co CLEANOUT COLD WATER I AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - N Y AREAWAY,CAST IRON STRAINER,VANDAL $ INLET PROOF SCREWS FCO/GCO FLUSH FLOOR/GRADE CLEANOUT CW W&V WASTE&VENT PIPING 1/4 TURN,POLISHED BRONZE,FREEZE PROOF UNION iTYP WH WALL HYDRANT JR SMITH 5609QT PB - - - - Y4" - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT BV BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER. HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4 5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE 8 TEMP RELIEF VALVE PROVIDE WITH EXPANSION TANK,SEE DETAIL Z ELECTRIC FULL SIZE DRIP PIPE TO VIF VERIFY IN FIELD HOT w � U. WITHIN 6"OF FLOOR WATER 120 GAL tt O NTS NOT TO SCALE HEATER J 0 CFH CUBIC FOOT PER HOUR iv DRAIN VALVE N SF SQUARE FOOT L O W LIMIT OF WORK N U N O UNLESS NOTED OTHERWISE 6"AFF FLOOR �— r— V&C VALVE&CAP U FM FORCE MAIN N 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL O� (INV XX'-X") INVERT ELEVATION P-0 NO SCALE .� GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING FUEL GAS,AND N ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE ___________ ___________ GAS PIPING TO UNIT INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS C2M BY PLUMBER 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK I I ________ I I GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR r A BY PLUMBER SERVICE THE BUILDING 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX ( I� 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE. I I it I❑ ' UNIT C2M LEFT UNIT A UNIT C1 RIGHT :��—GAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I it I TO EACH UNIT BY PLUMBING CONTRACTOR 7 ALL SANITARY PIPING TO RUN BELOW FLOOR ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED I I it 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES I I it I 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED -_—_--__---� �__---------� 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-C1 RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED G FTG(281 CFH) ZZdw .0 E'S U NUr' Cco vQ y H >C4 C o' G W U Q a c,o ogc W C_ Op O ~ _ c N N 3/4„CW U 19 ^Z U a a1mrij G GAS DOWN TO BELOW GRADE �,*`t'w? R i 4"AREAWAY DRAINS O '0 PIPE TO FOUNDATION AD �/ "°�y= DRAINAGE SYSTEM ".. 3 U to Z (7 O N 3/4" W cy- "Hw 2"G(281 CFH) 2"W 4--cw F— 0 Hw T� 0 h"HW Z 0 CW 2"W Lu CN I P-6 h„C W V) �HW �. 2.,V L1J z +- f HW 2"W&T Ln F-�� �� Q 00 III cw CW r v� h"HW J L 2"V h.-cw C:) �S P-1A� (� (2V S h"HW 0 cw cw �—_� 2"V ri CW H� S \� I ��„CW „CW G � � C O � Q L cw cw -�\I z N H cw HW % -.��„CW O I (n HW _ 2"W&V CL I�S= __ 0 Cw CW P-2 2"W&T f cw U PIPE 1/1"HW&CW TO PEX MANIFOLD L4 CW w U p cn 0 2"FM 0 11/1"G 081 CFH) 13"S i�„HW all FM �� 3"RADON BELOW SLAB BY GC 2"V (2)4"CW 2,. II �„CW i/2"HW SIMPLEX SEWAGE EJECTOR 4„ ll 3"RADON (2)4"CW SE-1 SEE DETAIL 7� I-oa� Z COORDINATE PEX PIPING rlr-0o-� TO NOT RUN OVER I L —120 GALLON ELECTRIC � ,[ ELECTRICAL PANEL ON HOT WATER HEATER 0 THIS WALL �N .0 HWH-1� 0�-O f-�„CW _ c N 1"CW cw VG(100 CFH) W r REFER TO CIVIL 1" `46 CN >- r— DRAWINGS FOR-\FP SERVICE I I h CONTINUATION F —o.�— "HW ' ` I F—Cw0 2„W&V DOMESTIC WATER SERVICE h"Cw /I Lo N DOMESTIC WATER SERVICE HW PEX MANIFOLD • UP TO ABOVE GRADE BY SITE 1"HW VALVED DROP J CONTRACTOR 1"CW VALVED DROP N FP SERVICE CW PEX MAINFOLD Z (SHOWN FOR COORDINATION ONLY) /2 H W o h"C W 2"LW N P PE 1 h"HW&CW TO INDIVIDUAL FIXTURES 4" 2"W 2„V /L H W 0 3/4"C W o � 0 O ') a" 1 UNIT TZ'BASEMENT PLAN P-1 SCALE:1/411=11-0" z z lu E coo' W j V O N ;co V IV NO [p. 0 W U Q CA - NOTE °C W o l ON UNITS WMALKOUT BASEMENT, O ~ WALL HYDRANT SHALL BE LOCATED ON t 12 a a�i U x 3 ^ U ^Z U LEVEL BELOW,3'-5'ABOVE GRADE. oe WH Q 3 � raiw�r�y Y4'CW OF_NEyI'�`'�oy .Q'P i rim:�r'�r�i:�`y\�ti•� yll•r 3/4"G(25 CFH)-1 c� 0 N W 3y4„G 0 O 04 O o •-,/2„HW u N P-2B r-: 2'W&V LLJ v) 'h-,cw Z TYPICAL FOR 2 06 Q 00 •P-2B 2„V J � - 3..S h CW-i P-2 V O �C �-�--��2"V 2'W&V • CZ � - C h"HW �((� 1�"CW "FIW P-6 O 2'W&V (4)lh"CW o--- I 1h„Hw , 36"HW TO DISHWASHER • n O - J - FD B 3"S~i • P-1A •f-2"w Z PIPE 2'W FROM DISHWASHER • 'CW (2)1/1^HW P-�� 2'W&T CW 2' 6- -♦ 3„S 3 S O CO N TO SINK TAILPIECE ♦ Z \ ---I ---, I o�I_(5)2.,V ••-�-0•—(2)2"V P-1 b I•-1 3 V L1J P-3 L--- 2- -Q • �"HW h„CW- : • P-1A • -.-2"w(2)2„V U Q -------- - - • ( 3"S 3„S (2)1 "CW w EL U -J `0---2"W8T P-6 (2)1h„HW O cn 0 3"S 3"RADON 114"G(181 CFH) 3"RADON 1h"Cw "CW-'e 11/2"G(181 CFH) 36"Cw 1h„HW 2'W&V • P-2 h"HW era -11/4"G(136 CFH) W G(20 CFH) W � � �2 V O P-4 •—o-h-cW • L- -----o--2"V N 'cw � � DOMESTIC WATER METER MINIMUM 12"AFF I W/SHUTOFF VALVE START OF PLUMBING WORK I _P-7 •-F-�'Hw u n, DOMESTIC WATER SERVICE • 2 W&V � VJ Lo DOWN TO BELOW GRADE BY 2" 36"CW c N SITE CONTRACTOR I l I r !-�2"G(20 CFH) n, N r---, Z c: r- I FDA' I P-5 • 7D----2"LW&T E I 2"LW&V t/) h,.0 W "H W I • I \—h-,cW 3"S WH ih..HW 3I4"CW 2'W&V cw 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=1'-0" z z Ui E coo' An cco uu� F y j O C O, C W U Q FL- v° p�0 W C )p 0 O C c Q N U ^Z U Q ��ntt+►un� pf NQ4N P�q hR•- fy`•�9� • a ri ON Z 0 N W CN 4"VTR Z 4 7 ----3"RADON VTR Q CL co 2"V-0-——————— � I Q Q � �3"V z � � � O Z V) 3"RADON Lu N ZD Q ~ Q w J UCL Q 2"V 0--- •}� 3"V PIPING RUN IN ATTIC SPACE F— Z TV � Lij .� .------------------------- O O m N O N � u � O N - � N Z O E O 1 UNIT"C2"ROOF PLAN P-3 SCALE:1/4"=1'-0" a r Gin*I[am arE Go KI N F1 V PM NT is'KV e'W06KOIi1D 1RTTTt-� s rw w.m1D m T1[EXIT� - Y 91 ft I,,ns 115 117 �9M W CLUSTER.A.-23,25.27 LAVENDER LANE `.. 1 7 JASMINE LANE - UNIT C Z 1, 13 ` i LAVENDER O Z 3 9,S O W ,�; ��� ausrER b-B,10,!1 LAVENDER tNIE `-•_.,..,�� -. (�(� RYE B ROOK N Y ! I -9,11,139 LAVENDER LANE _ � • WATER SUPPLY �hs 15 aL�TER r_9,11,13 LAVENDER LANE 4-----' M I i�RT ►a� �f 1s -3.5,LAVENDER � Y.I STATIC PSI: 50 PS, I EePl = LANE W RESID PSI: 40 PS 1t6�' n h 'r CLUSTER•0'_2,4.6 RDSE , <V �.Q FLOW: 1050 GPM 116= 1t1 fit lr �u °'s'' ' CLUSTER LM V .5,7 R4 ROSE 11M - �y Y. ii SdIt�IFB�-3,5,1 806E.Wi QMTER s•-1618,10 ROSE M Q� I14 t ` p4 _ 117112 p cLusrER r-9,11,13 ROSE IIWE Q r LL 1,Z� 115 1 CLUSTER w-21.23.25 HONEI'SUpQE:AME 00 -' fill 113 0 FK RMW(W.) CLUSTER Y-15,17,19 ND CISLICIQE LANE CL WZ 1ID1 6'11cEJYAOID 01011 1n M xlz 911 DWER Y-9,11,13 HONEnUCI4E LANE _ Diu pT CAR' •-3.5,7 PRIMROSE:1WE W r^ �oDD SCREW�,9., ?' I\\\ \\\ stos M 16 1py S1U-8,10,12 PRItRO�JNE (�(� �•j Q \ \' \ \' 16, N 021 CLLM -11,13.15 P(8MR06E LANE _ L11�1 \ \\ N n m p A�- _on CAR'NN' 11,23,15 JJlS11wE lAliE :r 1— NFPA-13R GENERAL NOTES '��' t tp,� „�R p11 rt 11' CLWR�iPE '\\\ E\\\ AS RE MIFF WMIUDILLY y16 f17 -7,9,11 JI19111E LANE 13,15,11 JIl9iNE LANE >coMIDIT OF TFE Q116 D I116A bit is s Its f 1/ 115 aL�M sac'-2,4,6 J1S11ME LAW SYSTEM DESIGN-RESIDENTIAL AREAS;WET SYSTEM) �-/-/� \\\ PIPE \ N 11� I'jte -1,3,5 JASiMIE LANE SaWKLER SYSTEM IS A HYDRAULICALLY CALCULATED RET SYSTEM / �\\ \\ ftl 113 r'' p yy PIPING HAS BEEN SIZED USING A SIGHT HAZARD DENSITY OF.05 GPM OVER MOST REMOTE 4 SPRINKLERS OFFSET MAMGEP J .J, \\ \\ n 9� 1! N 111 CLU ' -3,5, ��t)� IN A COMPARTMENT USING RESIDENTIAL SPFbW FR HEADS \\\ �U \\\ � p 11 0 S14�•-3,5,1 MARRY COURT \\\ OFFSET MANGER \\ v MAXIMUM SPRINKLER HEAD SPAONG-324 sp.tt WOOD TRUSS OR 11EAY W000 SCREW�i8.i i. \\\ � 910 n SYSTEM DESIGN PER N.F.P.A./13R(2010 EDITION) \\\ WOOD TRUSS OR BEAN \\\ Is n �y 05 a le�M 20 1 1 p PIPE MATERIALS _ p so MM1I ALL PIPE AND FlnINICS ARE BiAZEMASTER CPVC. '1 A OFFSET HANGER DETAIL HALF HANGER DETAIL M 16 N �11 CONTRACT INFORMATION wrs Nis - _ N WOW JNOER THIS CONTRACT CONSISTS OF THE FOLLOM4c. � n .r`�� DESIGN AND INSTALL A MOWING 93WOQER SYSTEM PER N F.P.A.-13R 2D10 EDITION T w -BATHROOMS-DRAFT G�N 55 PROVIDED BE�AN��""TM RE�1�.EM�2003 EDITOF NFPA-13R 6.6 - --- — a SITE PLAN � wM1 ® -� ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROOK NTH A 30 MIN THERMAL BARRIER - t• N.T.S. 1 'E cuE MrE C= O -CLOSETS LESS THAN 24 SO-FT.SHA,-BE IN COMPLIANCE NTH THE REOUIR£IENTS OF NFPA-13R 6.6.1 + + Kv 6'GATE WYE am an eml CLOSETS ARE CONSTRUCTED OF NONCOMWSTIELE SEE•ROCX NTH A 3D M1w THERMAL BAMbm -ocTERtoR BA waEs spay«ER PROTECTION 1s PROVIDED ON ALL BALCONIES AND PAnos of DWELLING ` _ _ + j t•i + I UNITS IN ACCORDANCE NTH THE SC 2003 EDITION SECTION 903.s.,.z., _ I I o + I + - _ - ( _"'♦ -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIZZZ RED EWtPYENT -�- L l + ! I + I _ ---- - 01 — — - I I I + ' I I j + I + I I I 1 I O NOTES TO THE OWNER =�-- sra UNFINISHED I I + �, II' I I I I I I+ I' PER NFPA I I j r$ 1 •Jl+ 6 9•MAINTENANCE 6 9 1 THE OWNER SHALL BE RESPONSIBLE FOP THE CONDITION OF A SPRIrgK,ER S•S'EM , To* I I + I I I j I I AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION FII ll$HED �"� + ( I + I I + I ^ 6 9?SPRINhL ER SYSTEMS SHALL BE NSPECTED TESTED AND MAINTAINED IN ACCORDANCE WITH NFPA 25 STANDARD FOR THE NSPECTION TESTING AND MAINTENANCE OF -' BASEMENT I 0 l # I I I I I I I+ N L WATER-BASED FIRE PROTECTION SYSTEMS I + - I + 1 I I I I A 6 9 THE RESPONSIBILITY FOP.PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE _ _ I OWNER OR MANAGER WHO SHOUX UNDERSTAND THE SPRINKLER SYSTEM OPERAT ON 34� � 1 M tl{'10 Hl� j � I I I I t I i � I ` e t ��♦ FOR FURTHER INFORMATION SEE NFPA 25 STANDARD FOP THE INSPECTION TESTING AND MAINTENAICE � IV OF WATER-BASED F RE PROTECTION SYSTEMS y C`-I] r'.- ! I - K - \V1�• •.: I. I I J - ADDITIONALLY 1 YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO I I I I - PREVENT THE WET SYSTEM FROM FREEZING —�. I 1 /� z 2 fOU SHA__NFORM TENANTS OF PROPEP CARE NECESSARY TO MAINTAIN + _ I I /`L THE SYSTEM 1• 3 F THE COt•JSTRUCTION OR OCCUPANCY IS ALTERED 11,ANYWAY THE SYSTEM A L_HAVE TO BE UPDATED ACCORDINGLY ® WALE-11 !,, ` I , / 4t W "Apr I _ _ C: 4J I I A +II Q ,D1•TcwAt MXTEL•rr>r sts1TT[n IIImTTiBut ONE IN DULAN A 1KTER/i1 tA1i'Ot vr,a� � - '" •°• _ ------ � Q Or Yc ut tll im-24r wx Dan m[DYIICL Rex wmw aTN 'A W+E TYPE Eta 900L WD FART OW I r TEST/OpM MOTE� � II I b i I r - - - 6 rl 1 , t M MTLEL 11�XIIDT6F'MU3E ofm IETEDIOR MWT am _ (( - - _ SZO BUTIWY WYES OW C»HIMM A WENT.TM6T:x SIB - -- I ZlYgY _ - — r am Ila 1 950 1w�E Ow�1 W Away um SOM 61 M FLY MiLVES TAU O 01111 A MUM TA1M WDIES ---- / W F C 6� ! �/•�•�� T I I I - -- ! T ` ~J - So9b o P � Z '1451 '� I e J - V O !EXCP\ATEi r / I if(TtL w Mim"rf'SOm FA1 ma MINE Ta mFow A Hruw TAKF.x slaw •a j Ix TICDLUC Hcou 74r I]Rp11E DUD IN OM Rex 1UF M 9M 11f(All 1D 9JfLT SPRIIQEAS `__- I - YK TIR FLEA WIDL WO FRIMIX Gta I•TES1,1ma MaTE FIRE SDMIX OM%MY Ulf - e�---_ i!:If ISHEC I ,• 01 W.- UTILI'N I I I // - I ut TiIN1I MC011�4r titDOiE KltFD 2OE COORIL asTx NtpspLD ant �- -- i I • i' "' ,". ,, fMK IYK F1DA SXntoL 00 Pfifs K GALCE a TE IM&1101 �-tJr K-.Ilt 1cm>zr Mca0 B1rtEFsiLI Wr<Rtu wRN1 A KrEavL GMix 9rlO --�� `"`a•E I � -- �y Q 4,� 4- I � rr Ur Tlt:w IC MW err OcaTn MXDra I�EI>M { � _ I O" _ -- LL r ZA li�TW MUBE OCK 09 roe ASORY IS — - - SMW WITEIR V013 TH1'0110.rrERIK LWID 9100 - - — L`I r ELEv =��' I -- - — - 5 r j,. rJ l UNIT"C2" UNIT'A" .r ., UNIT C 1 I FLOOR ELEVATIONS BASEMENT TO FIRS_FLR =9'-6' BASEMENT FL OOR FIRE 9 RtiVKI FR S VSTFiIiI RiSEi4 OETAll FIRST FIR k TO SErnNn FIR = to-?" FIREPROTE���IO%V PLAN r rr� r r r r N.T.S. SCALE:r 4"=1'-0" SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1 All pipe locations are to be field measured prior to fabncaror VVne?her of not Indicated on the drawlnas,the following items are to be provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and installation by the spr nkler contractor tieac Cabinet spare heads and head wrench Per NFPA 13 _ _ PROJECT:KINGFIELD DEVELOPMENT 71 2 All dimensions shown are end to end Prov,sions for flushing connections and draining of al p pe OF NEW y0,9 J•_.. ' l I - - REVISIONS: DATE: • -•---•-•-- ADDRESS:INTERNATIONAL DRIVE 3 High temperature heads are to be held installed vmere reou red Inspec or's Des:�ohno'ton shalt be provided for each system r,��voENFp ,� [- CITY:-3 l:.__v.: ri=. CONTRACTS:0000 _c, __ _ RYE BROOK 0. STATE:NY ZIP.10573 4 Al!pipes and hangers are to oe installed peg NFPt;13 rJrd auli;;iaenafi-ai'or Plates 8 NFoa 13 required signs uj y d ,- CLIENT:THE WARJAM GROUP PHDNE:(914)761.25D LL 5 Gndded wet systems shagl provide a relief valve per NFPA 13 • j _W< cTas io-o) --l - -- CONSTRUCTION:WOOD LTD, F I R E R R a TE CTI • E All nev.piping tE to oe'r drosiaticaliy tested ai not Tess Ina,210os 1:i:_the butidin owners.esDorisioiht eat fo•a areas m ine +`, z I ® 7.1`]_- _J•_.. "_'--_i:�l-•-:•L.'-�-::.•:•� :I=''"' ADD INTERNATIONAL DRIVE P P 9 y g r t to orovwe adequate h_ - for 2 hours o:at 50Ds m excess of the maximum pressure ou,4,,ig n oiected by a vie!type sprinkler system and fo a water fried suppty pipe valves 2 f _ OCCUPANCY:NFPA 13R ROOK STATE:NY'-' RESS'S INTERNATIO •SUITE 1 14 when the maximuri oressure to be maintainec Is excess,of 150ns and system risers to dl•t'pe sysiems s ` r" -�/� =l=ea>:• <" :=J•_.=== :.0 �;: :D.- - CITY:RYE 8 Y ZIP:10573 :r.: I T F o7e'r2 r� -X'-===:B•''' SYSTEM TYPE:WET INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 16457 try A quick opening device Is required when dry system VO'ume exceeds All,pressure shall be maintained or,all dry type systems Dy an approved automatic air �pqOFE5 TOa �/� 1:''i2 __ DATE:03/2 FIRE SPRINKLER CONTRACTOR CONTACT 7!201 7 P:860.632.8053 F:860.632.8054 5 500 gallons per NF-3A'3 comDresso:Dr nlant an sysien;soecihcaliv aoorove'd for and CaoaD a or automatical-y = l- ;'1'•_'' --_ 9_ ,f i':11: c NFPA 13R apply as requ,:ee maintaining,the requirec air eressure 0 ] :I:: �., J.::��.:: PORT CHESTER DESIGNER:CHRIS JUDO PHONE:1860)398.502 WWW•MACKFIRE.COM IL ©J01 I:1:_•-I•:.1:JSI;'• TOTAL THIS SHEET:• TOTAL THIS Jos:• AHJ.FIRE MARSHAL E-MAIL:CHRIS@MACKFIRE.COM LICENSEE: CT:FI-4C291 MA:SC-'20494 RI:C0C=47 (ZNEBAI.COKfR OR TO ADEDATUY Pb11 U TIC SE(N 12,Dr NNUO an TRUSS 816'to MAW AREA AW TIE WAtx TO 919RE WTHE N F1 V PM NT9MNQfR*P DOES 0 nM UP YIssissississis 1 7 JASMINE LANE — UNIT CZ OZ 11Til)Kt i 0 W RYE BROOK, N Y. SECOND FLOOP ELEV 19.8 Uj C" �=W 16•I1EtP.L FTooR U.p TRIIbS O lti n IT AS�To�� t �OF AND O ;IDS[ W - ---- .Ev=102 1. w WD DECt OR 0 p BLuESTOI,IE v •�' .J -- PAVER __-----_ t - _ Ilnttnlhcd 's J - �- - YJVC �E Ti:JIt.'I11t:ilt .� -- `` - 7E SLAB C� >ao - - - _ I,- - .1�. GARAGE SECT/ON N.T.S. 7-7 ! u- MASTER i j BEDROOM - ! / Of LP FU TIE BMW J t o LP M TIE sFmm / am SFtt KM UE tar ro ttP OF mJRc FZW on of up rim H 6_14 -) _ 2'CONTROL VALVE AND All UNDERGROUND PIPPING j DaEI. t E 9-6 1 / AgL7�E 1• i ,• I V I, � - 4-5 4_ s•-o', - , I � IS BY OTHERS. MACK ARE PROTECTION'S CONTRACT HYDRAULIC DESIGN DII III lG i -' � I i• � " GINS AT 2'FlRE SERVICE WATER LINE LEFT INSIDE r•At t•\x1 A), / CL _ R ,e / - '-; '' THE BASEi1ENi. nkrluKrx ROOM � I -- I)ININl:xtlu:\f 9'-0, % l _ - 1 ' MAS�R�'� ✓ s ,,'1 % \ _i - BATH HYDRAULIC DESIGN CRITERIA j ;- - Y u0EAt70IR0 fK SOW SIM LK WW / 70 ^� / 4 -' mfla wlK m�,l IflOwll TAfi[R 5110i5110i Y Density % i0l Spacing VARIES r +�— - 9'R tP M i E ° �{ w[nPE sm FUN 3R'o'(!n armm K Factor 4.9 / r- - vv ALf-III SEDiED 11DOIt - / r ' _a. Hose Allowance - J C 4 Witttt t' - -- v 1_yYf o' - ' KM KAG fMO E LK till, J - —- LP W TW ►' w \ This System is Designed to Discharge � / SEcaID 11iOt I� ,' w ' `OfOtt Bu ram: tl- at oRate of os GPM per sq ft � j _ --_� - r ,. of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water at the Rate of 34, GPM at 42.2 PSI - ,J at the FP DSD AtGE NODE S' i ► ru -- _. MAE -0 I ITCHEI ���• , am go"W N fAl,¢61 : i oy' � � - ,• •r / � - �•I �ND tal 10 TIE FLO A10rT o - If tar>o try or cI>urc v r trDFreoraro FiE SM WM La in AT an TR BMW 110(er mm ® >$a zo 2'cortAn Was[ml:111FOOK Vim smD!a---�_� � � _ `fir - I � �- ✓ we FIR w u nDo wra 0 aFoa t1E{'WC t[JL ,y,_E_# - ut tP 1Ral nE I 3 le 111115OW j j GAPAGE ✓' -4 RM SPJ W Fp(M DMH �±� �'F�� :_ AEA itbR 1D 1FE il!>at AmIE "� •�" l i 5 _ rr \ i iie � h 1 � �-N1QIg14 III,"IBAAIDM FE1D M qAQ tEM D,O(il tAif �t MM AMW A,o 92M LO -- UNIT'A96RD PPE SO RU� Ht11 \ -tl t — — 9. UNIT"C2" — - HYDRAUIIC DESIGN UNIT C1 FLEE Filar tI81AlO,50 E IEAT Fain N ROQI l� ! HYDRAUI.IF DESIGN mRaA��9�u��� , .. ,� O �; / (Br 111M tEJL (Al C AKI:A k. i 1I M D1 PPE W MrP --- `. Fliv T I-,K,,t ),iw;r m,K ix t-AIL\t;I• / f UIIl90t10 FiE SOM tWD UE tv �;,\k\t:l• HYDRAULIC DESIGN CRITERIA 2'CON ROL VALVE AND A,_UNDERGROUND PIPPING HYDRAULIC DESIGN CRITERIA �- - Density os IS BY OTHERS MACK ARE PROTECTION'S CONTRACT Density 05 Spacing VARIES BEGIN AT 2•ARE SERVICE WATER LINE LEFT INSIDE Spacing VARIES ti 17 CELK rwc K Factor 4.9 THE BASEMENT. K Factor 4 0 �II am cam— Hose Allowance Hose Al owonce FSOW - FIRS T FL OOR FIRE This Systee m is Designed to Discharge This System Is Designed to Discharge � �"(' � at a Rate of 05 GPM per s It P q I at a Rate of 05 GPM per sq ft of Floor Sprinklers °�r°Remote hArea Water -FIRE PROTECT/ON PLAN 2 Sprinklers when Supplied with Water 2i Flonklers•when Su Remote Area of Sp pp,ed with Water /NSULA T/O_N DETAIL FOR ALL SPRINKLER at the Rate of 'f �M PS at the Rote of 16 3�M of 34 PS of the FP tl6otwcE rKioE S' SCALE.14 =1=0' of the FP osa«RCT No 3' /N OR d n./A.r'F/V T M//A//- 4 TFn SAd CFI N.T.S. SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION Al p oe locations are to be field:measured paps to fabrication vVhether or no'indicated on the drawings the foiiovnng Items are to bt:Drov aeo SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROTECTION PLAN and ins!a laiion b;the sprinkler coniracto Head Cabinet.spare heads and head wrench pe,NFPA 13 - _ E T 2 At dimensions snovm are end to end Provisions for Flushin F NEW y r - J:==:-_.=7 ==J•__=_:--__7._lt.:::_•..;•_;='s==r•. - = ;I== TITLE: ADD D DEVELOPMENT DRAWING LE' R g connections and dra n ng of al p,De O Q _ REVISIONS: DATE: 3 High temperature heads are iD De field insta Ilea:vne.e required Inspector's test connection shall be provided for each system ���JGENgp 9,F -13:_v:'J-i=c. CONTRACTk:OODD INTERNATIONAL DRIVE G o •ro , •- , rp. t• h�y + ("3 __1^ "\ ._ _ _ --• N STATE:NY ZIP:10573 AI rid n r, r !:3,_•1'1-_=_;'= Q- . RC CITY:RYE N BROOK �.L pipe_a. a g-s are to oe.ns,alle.,De.N r, 3 -Hydraulic identification orates 8 NFPA 1.,required signs � `' y 0 u` (= m-o1 =: _=-,-c=- CLIENT:THE WARJAM GROUP PHONE:1914)761.25D 5 Gadded\ve.systems s loll provide a relief valve per NFPA 13 + =1� -- CONSTRUCTION:WOOD _ N 13 E At let,pining is to be hyarostatrcafi%tested a!not less Irian 200psr It is the Dudding owners responsib lit%to provide adequate heat to-ali areas-I::the �_ - °® 9J=�`- =J•=� _=--•=d.1.. L. SI;=._.:7 _ :..I=''"" ADD 5 INTERNATIONAL DRIVE ■ ■ ADDRESS: TERNATIO -SUITE 1 14 io 2 hours or a:Supsi in excess o'the maximum pressure building protected by 2 vet type spr-kler system and fo a water filled suDpt,pipe vaives �� f _ - OCCUPANCY:NFPA 13R CITY:RYE BROOK STATE:NY ZIP:10573 rrnen the h aximurn D'essure to be maintained s in excess,of 150psi ands stem risers to dr type systems s �/� i-�--• =J•=_= �_I. __•,._.L •.I;.-_5==i._ _ y Y Y.' ¢pp 078�2Oa�Y ���$• 1=__� r'1"_'_=ry' SYSTEM TYPE:WET 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,C-G6457 i A quick open!ng device is reauirep emen div sys!em volume exceeds Air pressure shall be maintained on all dR,type systems by an approved automat c air ROFESS DATE:0 312 7/2 0 1 7 P.860.632.8053 F.860.632.8054 t 1=_aS:='J - _E==:1 l•_� _5==1:. FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons pe•NF'A'3 compressor or plant air,system specifically approved for a•.c.capable of automaucal/ 5 NFPA 13R apply as�eou lea marntairnng iris requires a1r pressure C ] :--L: J.:ii1 1.:: PORT CHESTER DESIGNER:CHRIS JJDD PHONE:(860)398.502 WWW.MACKFIRE.COM AHD:FIRE MARSHAL E-MAIL:CHRISSMACKFIRE.CDM LICENSE_=: _T:R'-4C291 MA:SC-'20494 RIZOC347 O o, =1-_'•I'�:J'._J31.;-•:F Tdr4�THIS SHEET:• Ta1'�l THIS JOB: KIN F1 V PM NT Y 17 JASMINE LANE - UNIT 02 9ZI nnn RYE BROOK, NYM 0 W HYDRAULIC DESIGN I /••••��••� (, t N } H t�RIt klx)A•# Q7 HYDRAULIC DESIGN HYDRAULIC DESIGN CRITERIA t'\t c\RI;%", LL ;I.'IND 1-1 OUR D 1 O O f•L\�1'1•R FIIitIAlx)1U Density OS /A Spacing VARIES W Z HorseK factor 4 4 HYDRAULIC DESIGN CRITERIA V Allowance Density 05 HYDRAULICC DESIGN wCAI C QThis System Is Designed to Discharge Spacing VARIES �L\hIOND 1 f RI)rI of Rate GPM per sq n —--_-----------.a,`1._.J_-n—__ _---------------- K Factor 4.9 „�� of Floor Areaa Over o Remote Area of Hose Allowance HYDRAULIC DESIGN CRITERIA � 2 Sprinkles when Supplied with Water .j at the Rote of 32.2 GPM at 4.i.e PSI — This System is Designed to Discharge ^ at the FP 05DWa Na T at a Rate of 05 GPM per sq It Density OS of Floor Area Over o Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 —•-• at the Rate of ?6.3 GPM at 36.3 PSI Hose Allowance - ----------—_ `— �'— - �� at the FP ZDWCE NI T This System is Designed to Discharge �'a0� BF Ov at a Rote of 05 GPM per sq It ♦ — - - — - of Floor Area Over a Remote Area of Q2 Sprinklers when Supplied with Water the ate of 8.11 GPM at 39.8 PSI at the f� n11111L / I -- BEDROOM#2 i STAIR 4e HYDRAUI IC DESIGN / ^�• '- t k % �---- St ,N IIlR I ' ppr,`-_ T HYDRAULIC DESIGN CRITERIA Ir r•(a 1 40 Density .05 }•: _ • I Spacing VARIES 1404P WALI K Factor 4-9 lk>,. � c L uP Hose Allowance - ,• ♦ • This System is Designed to Discharge I I Q (� , _ A at a Rote of 05 GPM per sq It j! of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water at the Rate of 34.4 GPM at 4-')v1 PSi 4s at the FP 03)M NOOE S' - .A A WAY �oJt — _ 4b c4 + i - 0 f !o T BA-" JA •---- j �j ,� ;\fit� t a / / - + I - j4. WA.I U IC. L u �-- ? l` ♦ ^ I — A BE:;PC Ono tic, ofi t✓.� r 'L — C L -----r --�, 1/ �--------- NOTE - - / A„SIDEWk-SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED AT 0'-7'BELOW THE CEILING / UNIT"27 }n'DKAULI-\I I UNIT'A UNIT"Ci ntftkn,1 HYDRAULIC DESIGN CRITERIA SECOND FLOOR FIRE Density 05 Spacing VARIES FIRE PROTECT/ON PLAN K Factor 4.4 SCALE.'14"-1-0" Hose Allowance - 'his System is Designea to Discharge a a Rate of 05 GPM per so ft of floor Area Over a Remote Area of 2 Sprinklers when Supp ied with Water at the Rate of 31- GPM of 41 PS •4. V•,.•C!f 04Rf1rR,(IRA,(] SYMBOL LEGEND SPRINKLER HEAD LEGEND 1 All pipe locations are to be field measured ono:to fabncation. VIihetner or no'mnd,cated on the dravrnos line following items are to be provided JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION FIRE PROTECTION PLAN and nstallation by ine sprinkler contractor Head Cab,ne'spare heads and need:vrencr,oer NFPA 13 ,: _ ,.ti PROJECT:KINGFIELD DEVELOPMENT NEW :=•..I :rl' J•2.E':-:..=T._1-.::.:_=:'_:_ =r•__ R.::I::: DRAWING TITLE' 2 Al dimensions snovm are end to end =rov+s+ons fo-fiusn+ng connect cis ano draining o'al pipe OF y0 r"_ CONTRACT#:0000 GE REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE t�lr VNgp 9,� [nAr] :._•13.=v ,:_. 3 High temperature heads are to be field instatlee where requcec inspecio,s test connection sna be provided fo'eacn system CITY:RYE BROOK STATE:NY ZIP:10573 4 Al pipes and mange s are!e be installed der N-0:33 Hydraulic idenrificaLo-i pl=-tes&N=Pu 13 requued signs rjj�, c CLIENT:THE WARJAM GROUP PHONE:(914)761.250 w _ =•=�J• "-'�"== - CONSTRUCTION:WOOD LTD. 5 Gndded wet systems snal provide a relief valve pe NFPA 13 • `�' A �1 :]J.:-T:= _!•_.: 3..':51:?�..-:=L':'--;r_: t.- �'__;:E 6 All nev.piping is to be nydrostaticalh tested at not less tnan 200os. I:+E the Dwidng ovinerb resvonsibilsie to p:ov;de adequate neat fo-all areas in the r ' ` ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 ■ ■ f for 2 hours or err 50os r^excess of the maximurr pressure building protected by a\veI type so,nkter system and ivr a::wale,filled supply pipe valves i OCCUPANCY:NFPA 13R ROOK Y a78"21 r„ ;_ - _;_�_1___..,� E STATE.NY ZIP: 15 INDUSTRIAL PARK PLACE,VIDDLETOWN,CT C-6457 when the maximum pressure to be maintained is in excess o`'•SOos: and system•+secs to cry type s rste�is s • C _J•:-:=--�';,I-•--:=;.5-':-u'•.a;.•••.='I•�':"• M Fpp oaP _,.,. SYSTEM TYPE:WET 7 A quick opening device Iti requ red when dry system voltune exceeds Air pressure shall be maintained on all gr)'type systems oy an approved automatic air AOFESS\ DATE:03`27r2017 FIRE SPRINKLER CONTRACTOR CONTACT F1860.632.8053 F'860.632.8054 500 gallons per NFDA'3 compressor o-plan,an'system specifically approved for and capable of automatically q==� p:_ A=--C:l-_ti=_ ::l••` "°-'A":E;t t'-,t':1I5 n�•; PHONE:(860)39B 502 DESIGNER:CHRIS JUDO WWW,MACKFIRE.COM IL a N PA 13Fi apply as requ red maln:aln+no;e:eaui:ec ai pressJ:e _t."'"="''J"'' AHJ:F RE MARSHAL E-MAIL:CHRIS�MACKFIRE.CDM LICENSES: CT:FI-4C29' vA:SC•'20494 R1:00C-47 �. 07 a=_.•I J.=Ji I'.; Ta•4�THIS SHEE': To+A,THIS Joe: 771 FIELDWORK COMPLETED: June 23, 2022 FLED MAP-REF ERENCE.• Subdivision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot:88 Known as 17 Jasmine Lane Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.61 Legend Frome AC— Air Conditioning Unit ©_ Se wer Clean ou t 85 CRW Concrete Retaining Wall ® — Curb Stop Water Service ® _ Electric Box Utility 0 Electric Manhole Shed 85.00' c4 - Gas Valve N 56'52'00"E - -— Ligh t Pole o— Telecommunication Box CRW ®— Transformer Pad ® Utility w/Fence z W — d un l O Water Valve � � She W O o � � it o o 3 cn o � 00 C • 0 A rea- 4,0 70 Ft.S . , �q , Z o r31d -- ._... ..,�._, _...__r. .� ... ..-- . To dote no Title Report N CD (� m -P O r or Abstract of Title has to r 3a CA Cb been provided. This survey is subject to 0 0 � r- � � r�,current, up to date Title Report. 0)� II � JJUL 2 7 2041. CD Property corner monuments were not placed as (o Cbr^ s t VJ \ �u..cc:.•t..r r..w:x.w--...-_.:.-ay.:..:•-......-..:.wiw.-...ar.w! part of this survey. o ,,0 K \ a�� ��a R ��° ::.�. ;._. : . 2 6 5 6 V V 'h d fy6r+� t• c 7 Ida, cL +3 111111111011111 S51 � � ti..0���It...i...J�C Thisi ��•OA I � 71.'!:J[.J.V^...:-..-•-14r i_. _.',r . ..vat.. .T.w....Ctly-.T.:ai�'.Vt•. map may not be used n connection with a ■1 "Survey Affidavit" or similar document, statement or mechanism to obtain title insurance for any 89 subsequent or future grantees. A s Built Survey Unauthorized alteration or addition to a survey mop bearing a Licensed Land Surveyor's seal is 17 Ja snr e Lane a violation of Section 7209, sub—division 2, of he New York State Education Law. Unit 4946 According to NYSAPLS Prepared for • g policy adopted January 23, 1993, the alteration of survey maps by anyone other than the original preparer is misleading, Sun H confusingand not in the y general welfare and benefit of the public. Licensed Land Surveyors Sltusto k? the shall not alter survey mops, survey plans, or survey plats prepared by others. To wn of Rye z _ Wes tChea ter Coun ty Ne w York , 9NIc8le IF 20' Date: 8, 2022 ENGINEERING, SURVEYING GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. , 01 20 40 JEFFRE Y B. D eR OSA, L S 3 Garrett P/a ce • Carmel, New York 10512 Phone (845) 225—9690 • Fox (845) 225—97176W!6imp _6 ' New York State License No. 050 749 www.fnsite—eng.com DOCUMENT Q 2�22 /n si to Engineering, Surveying 8c Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.20(J g 1 inch = 20 ft. Lot M w t ap s/Lot s8 d s