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HomeMy WebLinkAboutBP20-135SECTIONrL .2qOCK LOTTYPE OF WORK • - LOCATION ► / ' / OWNERCsa 123yoo �I, / 'L1 L• r i COST 1► /i ..� 1`4L4jP�' v/Ca i • '• • r • # FEE •' INSPECTION RECORD DA A \ \ �•" FOOTING I FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING oe —i RGH PLUMBING GAS j SPRINKLER ��s� ELECTRIC [�j' LOW -VOLT ALARM �— AS BUILT 2 Z FINAL 1 �)1J ! / i�c:� �tl ,�flwlmoc4 flye � ,AMP a.0 �ma*q1�Qn�s CTHER APPROVALS ARB BOT PS ZBA OTHER 7' ia/Io)aoaI AS-SUILT(FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION SHED BASEMENT APP R U A SEPARATE AP R D ING UNIT THIS BUILDING MUST BE POSTED WIT) A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; V !R PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED BY NY STATE LAW. VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 21-197 %ertificate of Ortupantp This is to certify that SC R)(C amc)Y- I)Q y qtyl eK-s L�� of, I've &Qc k , /u 7 having duly filed an application on DW-81))Jer % 20 _requesting a Certificate of Occupancy for the premises known as, J�5 J0 Sm/Jr)if Cr(.C,I'' f(f , Rye Brook,NY, located in a PU D Zoning District and shown on the most current Tax Map as Section: q. Block: --L Lot: - &`7 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No., — f , issued 20 RO, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the New York State Use Classification of: P—3 / One - 1�a t'ri for the following purposes: AY le- rr� M � / C�`wt// ' w L i n Subject to all the privileges, requirements, limitations and conditions prescribed by law, and subject also to the following: 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 het lit sh be-tr�ed n-0rsh 1 the building be moved from one location to another until a permit to accomplish such change has ob jn or. Building Inspector,Village of Rye Brook: Date: DEC 10 2021 4 4 u `yG ctu4c.,,J�� G VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING&FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Keiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 10,2021 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 25 jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.69 This document certifies that the work done under Mechanical Permit #21-087 issued on 6/7/2021 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 /g VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914) 939-0668 Christopher J. Bradbury www.tyebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J.Fischer Michael J. lzzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 10,2021 SC Rye Brook Partners LLC c/o Watjam Group LTD 4 West Red Oak Lane Suite 325 White Plains, New York 10604 Re: 25 Jasmine Lane, Rye Brook, New York 10573 Parcel I D#: 129.25-1-1.69 Mechanical Permit #20-100 issued on 7/29/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit, has been satisfactorily completed. Sincerely, Nlichael J. Izzo Building& Fite Inspector Ag / For office u.a only. BUILDINU��,MP�,'RTMENT PEPmrr# -3S DEC — l 2021 VILI Af*OF RYE BROOK ISSUED:-7 a9-Zo VILLAGE OF RYE BROOK KING STREET;RYE BROOK, 1Ew Y©RK 10573 DATE:/a-7-a/ BUILDING DEPARTMENT (914)99i 939-5801 FEE: id /Q- PAID.I�, o or APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION ssspsasaaaaaurrsaaaa•wersasa►aasaasraraassarrrrrrsapsrsaaraaasrraaaaaausrrratrtttssttrsstssraissswraarrrursrpsseasas Address: Z5 -5A(NI11'A L ALA Ek BeC014-- N" IDO3 — WI 4_F 'Pt7gj Occupancy/Use: IkS Parcel ID#: 12A.25 1 — 1 .1p(j Zone: ' Owner:& 9y1t iDi9IL PW'WkA A legs. /L L, 4U25 P.E./R.A.or Contractor: SIA N3 Pb D�. W AYI EN_ A C ess "( �- 3� V)J4 Ptl4� Person in responsible charge: W I.LLI hlM I N l� Addresws AIjj I op "" 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: rr//�� I I.L 11AW Pil 1(0 I-- being duly swum,deposes and says that he/she resides at 16 iwk-ladll> ftke_ on t') (Print Name orApplicant) (No.and Street) in S W' (70 0-1 ,in the County of i(A I e-4174 z in the State of Cr ,that (Cityrrowa,villagcl he/she has supervised the work at the location indicated above,and that the actual total cost ofthe work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ -qi,,Z ,LU ,DD o for the construction or alteration of: if I�l t�Tj b lfvl�lle� rFf I I L'l �6ulr�I N� I/t�' t��tit f�K k1� 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 foran owner to use or permit the use of anybuilding 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. `t) � Sworn to before me this � Sworn to before me this day of 20 _ day of l J�_�1� , 20_,�_>u o'j LA 4 ^ Signature of Pro er Signature of Applicant ViLL-UPI01 I U I JIM e 104 L_. Pri Name of Property Owner 4Notary of Applicant Notary Public lic TRISHA MARTINEZ TRISHA M RTINEZ NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 No.01 MA6331843 Qualified in Dutchess County Qualified in Dutchess County My Commission Expires 10-19-2023 My Commission Expires 10-19-2023 QyE BRC�k 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 rnbrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : ab DATE: I �� PERMIT# G ISSUED: - 2` $ECT: �' BLOCK: LOT: LOCATION: 6, __S2S14_S �"'`3Y l.(8E+ u���� OCCUPANCY: Z� ❑ 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 BR(v�. a 41 w � T BUILDING DEPARTMENT BUILDING INSPECTOR Q ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE $ROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org, - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �� IDS�'"�V Iti� Imo _ DATE: Z I PERMIT# 1" -2n - � 1=c ISSUED:TT SECT: t • r BLOCK: 1 LOT: LOCATION: AiTT i4i> , tl N N I sty t> ,_�•�+�� OCCUPANCY: Z 1 0 ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING INSULATION Cl NATURAL GAS A L!- } r� ❑ L.P. GAS ❑ FUEL TANK �SJL I ❑ FIRE SPRINKLER ❑ FINAL PLUMBING CROSS CONNECTION FINAL '� OTHER ��6 BRC�k• O ti� 1932 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET• RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.iyebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - -- - - - - - - - - ADDRESS : � �}}� V1 t DATE: 2 I PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: ln - �-/ ' � 4 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... )'ACCEPTED © REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: jI ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER o� �m BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ' �J LODE ENFORCEMENT OFFICER 93$ KING STREET • RYE BROOK, NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ` ADDRESS : 1 "�'" / PERMIT# ISSUED: AECT: BLOCK: LOT: LOCATION: i'Y`�1 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING f� ROUGH FRAMING /❑ INSULATION ` ❑ NATURAL GAS �l h �,J l { �lCRl I U N Ls ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING [] CROSS CONNECTION ❑ FINAL ❑ OTHER * G * * O �c * � •,4 —, cn N * cis zCd cd Q a, .► q!r ° U * R -� un r yy -k r Co PC (D Cj * �) co Ir * * Qa - Q ie i,7 •.�i , K to * ,� :a 1982'`1-� BUILDING DEPARTMENT ❑BNL DING INSPECTOR 134%simw BMLDMC.INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET-RYE BROOK,NY'10573 (914) 939-0669 FAX(914)939-5801 www Mbrook.gM =---------- --- --- NSPECTION REPORT ------ -------------- ADDRESS.-,.."-?� �5.�'6'1 t N� �4� DATE. PERMIT` V X ` ISSUED: SECT: BLOCK: - LOT.. 1'4► �� LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK Is... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 4r FOOTING 0 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL„GAS ❑ L.P.GAS ❑ FURL TAigK ❑ FIRE'SPRINKLER ❑ FINAL PLUMBING ❑ CROSS-CONNECTION ❑ FINAL ❑ OTHER BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914) 939-0668 FAx (914)939-5801 wim.Uebrook.org - - -- --- - -- - - - --- - --- 117ECTION REPORT - - - - - - - - - - - - - - - - - --- ADDRESS• 1 -� - DATE: PERMIT# - _ �- _ ISSUED: SECT: BLOCK: LOT: i LOCATION: ! OCCUPANCY: ' ❑ VIOLATION NOTED THE WORK IS... Q ACCEPTED F-1 REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING r ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER w 198-2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR QassISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET• RYE BROOK„NY 10573 (914) 939-0668 FAx (914)939-5801 www.nebrook.org -- - - - - - - - - - - -- - - - - -- IN ECTION REPORT - - - - - - - - - - - -- -- - - --- ADDRESS : } ) '-I- DATE: PERMIT* ISSUED: SECT: BLOCK: LOT: 's LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE woRK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED Q FOOTING ` ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION f ❑ NATURAL GAS �- ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL 5 /OTHER �yE DRa- O� y� 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK, NY 10573 rrrrrr (914) 939-0668 FAx (914)939-5801 www ryebrooLor$ - - - - - - - - - - - - - - - - - - - - INSPE ION REPORT -- - - - - - - - -- - - - - - - ---- ADDRESS: 1�4 2 �� DATE: r-),> PERMIT# 2U ISSUED: , All -4-Eim . BLOCK: ' LoT.-L Z LOCATION: (-,n l t" (;z' OCCUPANCY: "' ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINALcC— ❑ OTHER r �E W, t7 BUILDING DEPARTMENT Y0�UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 DING STREET • RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www Usbrook.or¢ - - - - - - - - -- - -- - - -- - - - INSP TION REPORT - - --- - - - -- - - - --- --- - ADDRESS:_ DATE. _ PERMIT# +� ISSUED: SECT: BLOCK: LOT: (:A ` LOCATION: I �j r)( 1 OCCUPANCY: 2 �U ❑ VIOLATION NOTED THE WORK IS... [� ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION F REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 1 ❑ INSULATION 1 ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL Q OTHER r,[3R(Zj�y l7 Igo2.� 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.or� --- - - - -- - - -- - - - - - - - -. INSPECTION REPORT - - - - - - - - - ---- - -- - --- ADDRESS: '2 LODATE: PERMIT# �- r�j 1 ` S�UED: 2<1 JECT:I z BLOCK: LOT: tS LOCATION: r U r7 I ) OCCUPANCY: 2 ❑ VIOLATION NnTEi) THE WORK IS. ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION p REQUIRED FOOTING �t S�'�1�" S y41J" QvteS ❑ 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 BRC�k• 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR H1ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 4- CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - .ADDRESS : � � -J�� y , � DATE: PERMIT# 02C� GT M ISSUED: _ LOCK: LOT:-L-�) LOCATION: C)rk'�-' 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 Cl NATURAL GAS ❑ L.P. GAS © FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL r_ OTHER r BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE $ROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - -- - - - - - INSPEOTION REPORT - - - - -- - - - - - - - - - - - - -- ADDRESS:_ PERMIT* ��`� ISSUED; Sam 1' s BLOCK: LOCATION: l OCCUPANCY- L ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ,�^(�/� FOUNDATION (Y ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION 1 ❑ NATURAL GAS L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER l? ttt BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑AssiSTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK, NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - -- - - - - - - - - - - - INSPECTION REPORT - - - - - - - -- - - ---- - - - - - ADDRESS: DATE: PERMIT# ISSUED: ! Z --SECT: BLOCK: LOT: LOCATION: Ar-tAcKr-. OCCUPANCY: 21 � ❑ VIOLA I ION NOTED THE WORK IS... ❑ ACCEPTED ❑ REIECTED/ 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 olot4FO BUILDING DEPARTNIENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK, NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - -- - - -- - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - --- ADDRESS: DATE: PERMIT# `� IO,�Di SiVii 7� Z ,BLOCK: LOT.--L, S LOCATION: J /� , 1 OCCUPANCY: Z` 0 ❑ 0LATION NOTED THE WORK IS... ACCEPTED ❑ 1ZF.I1:CTED/ 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 BUILMN f � ' RTMENT D ViL1yJ 'ET OF RYE BROOK 938 KING T RYE BROOK,NY 10573 FEB 2 6 2020 (914)9 x(9L4�'939-5801 w v e or VILLAGE OF RYE BROOK BUILDING DEPARTMENT #wiw#wsw*#*iwssss*s#s#srttt*#t#t#wssts*sttstts*trt#*ststr*s##*#sss*#w#s#s**s*■ss#stw****sww**sww*s*#sttss*sws FOR OFFICE USE ONLY: Approval Date:JUL 2 S 201 Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved. Date: BOT Approval Date: Case# — Chairman: PB Approval Date: Case# ; Secretary: ZBA Approval Date: Case# Other: Application Fee: Permit Fees:_ q ###fis#s####s####ti#si#####i#i#####ti#•tt#tt#####•t##rtt#t•i#ti#�#tt##tort###tiiittt##rt######t#tit#itrtrt•*s## EXTERIOR BUILDING PERMIT APPLICATION Application dated: is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildaigs,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. 1obAddress: 26 ,T<I SM t f---I 4'- LA'-^J k-.. Z" 2,2L20,rL h l y /C5 77 3 2. Parcel ID#: 12,q • 25 - I - /. 1/1 Zone: 3. Proposed Improvement(Describe in de(ail): - Jk( A-) Lt 0��7'2liLT//?N -S!N!'L-*- wi-144 ;R'g4W r> Rah 4. Propyrty Owner: cS ,2 t/LC ,�,P_OOK �l`1 Q i N lac�S� LL , Adddr/es: Gy PaTkiY! !( 5 1V tit L P- ,STD_-/i� ,eV4 �3,2oGlL N N /D5 Phone#- I M 2 2 q _54KLr Cell# i 4 2 2� `SO,�(o e-mail J�lc$13�S Lt>i412:T�3/3�rr �P,601W List All Other Properties Owned in Rye Brook: /J 0 N 4r-- Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General contractor: SC Rye Brook Partners LLC - Jeff DuBois Address: 5 International Drive Suite 114, Rye Brook, NY 10573 Phone# Cell# 914-224-5056 e-mail (I) 312IM9 _ = fififi :fi #• fi= fi= i= fi: fi: Ctfi= : $ 4= 4: 4' :4= i= 4= fi44 H T-4 IC N ^� �C7 d• rr W 41 E.• i�l Ci. " rA w 3 rib co CCI oo x a � r � n.� � .� M fir' •11 K} Ir 96 16 LL iY � F 0=0 4 .a saw M �w • fi•fi=fi: fi• :4=4:4=c=fi'.4 4= 4-At; t C (I.V.4 V.9 ago gio ago 4fi fi-fi: t= fi:fi. (= fi: fi=fi fi:fi D E C E WE BUIL G DEPARTMENT QI �T 3 0 2020 VIL E OF RYE BROOK 938 Knva`STREET RYE B K NY 10573 --..--�� ' VILLA E OF R''` BROOK (914)9`39-0668 FAX( )939-5801 r� rll r 1p�lt ;tr'r1c,R�1,QE(v"� Wwkva 6rook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY IMP#: °f '�— � � EP#: c>?O Approval Date: NOV — 2 B20 Application Fee: $ Approval Signature: 1/ Permit Fee: $ Disapproved: Other: (fees are non-refundable) Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove 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: �( � �NI'✓{�/wL"- �jL.�� � y�.�/��%i SBL:�y� . <�� Zone: POD 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 10573 Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, New York 10573 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Consulting Addres�s✓ PO Box 713 Rye, NY 10573 4.Proposed Electrical Work/Fixture Count: W l� l h.1( f=,/L A,. k) 1062 Pp/iJ rS L1/2 r A)G 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 si,nin,as the appl i�:Int) 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,anomey.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 th' Oth day of 20 day of Oo r Signature of Property Owner Signature of Appliceiny An nis M. Forti Perot Name of Property Owner int ame of Ap an ��� N p, MF �i,��� .�� )�'.• 'N 0 T.tj R Ct!i��. NotaryPublic oK�►YDE e pr :RoCuLlFfE y `•g fN — to loMM.E)(P . Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE—FOR OFFICE USE ONLY 4,3 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PER w� Mo. TEMP# DATE 1 CITYILIAG�F. ZIR3D ,;— TOWNSHIP COUNTY STREET AND NO, POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION- BIL /r � OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS HOME TELEPHONE NUMBER i Lk)I(- -Ct tt -1.VL i,_) L.LC- CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P EACH NO. WATTS EACH INSPECTION OUTSIDE -� BASEMENT i 2—FL. u t' � ^ .. 4 3`a FL. Y LLAGE- Qr R . REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED. IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED. YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY, WREIS, INC. IS NOT LISTING, LABELING, UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR ALTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION- SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW L ADDITIONAL❑ EXPOSED LD CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD F,i UNDERGROUND AVOID ]- DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF C44)M©PANY DATE OF APPLICATION $IQNx IC' STREET ADDRESS TELEPHONE NO. CITY OR POST OFFICE ZIP CODE-� j LICENSE NO.WHEN APPLICABLE v , a� J WREISWESTCHESTER ROCKLAND I DEC - 1 2021 ELECTRICAL ! INSPECTION SERVICES.INC.1 BUILD NI ILLE°DEPARTMEF RYE NT BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC 254 Sylvan Lake Road NY, Hopewell,Junction 12533 Located at:25 Jasmine Ln Rye Brook, NY 10573 —1h 0 9 Certificate Number: 1031772 Section: 129.25 Block: 1 Lot: 1.69 BDC: Permit Number: EP:20-211-BP:20-135 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located in/on the premises at: 25 Jasmine Ln Rye Brook, NY 10573 ❑Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11115/21 Name Type Quantity Receptacle Convenience ------- 69 Switch Single Pole ------- 48 Fixture-Luminaire Incandescent ------ 17 Fixture-Luminaire Undercabinet ------- 3 Fixture-Luminaire Recessed ------- 43 Cook Top Gas 1 Dishwasher ------- 1 Exhaust Fan ------- 5 Furnace Gas or Oil ------- 1 Electric Room Heaters ------- 1 Bell Transformer ------- 1 Dimmer Low Voltage ------- 17 Service Disconnect ------- 1 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. ���G This certificate is valid for work performed before date of inspection only. WESTCHESTER ROCKEGHO EUCTRIM WREISINSPECTION SERVICES'lu, BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC 254 Sylvan Lake Road NY, Hopewell Junction 12533 Located at:25 Jasmine Ln Rye Brook, NY 10573 Certificate Number: 1031772 Section: 129,25 Block: 1 Lot: 1.69 BDC: Permit Number: EP:20-211-BP:20-135 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below, located inlon the premises at. 25 Jasmine Ln Rye Brook,NY 10573 Basement 1st Floor 2nd Floor 3rd Floor ©Garage ❑Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11/15/21 Name Type Quantity Hot Water Heater -- ---- 1 Cable Homeruns ------- 3 Phone Lines ------ 4 A/C Unit ------ 1 Air Handler ------ 1 Sump Pump --'— 1 Panel 42 circuit,225 amps 1 Receptacle GFCI --- 12 Smoke Detector — 3 Carbon Monoxide Detector --- 6 Microwave 1 Disposal —— 1 Refrigerator ------- 1 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. WE ROCKLAN D STCHESTER WREli)ELECTRICAL INSPECTION SERVICfS.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC 254 Sylvan Lake Road NY, Hopewell Junction 12533 Located at:25 Jasmine Ln Rye Brook, NY 10573 Certificate Number: 1031772 Section: 129.25 Block: 1 Lot: 1.69 BDC: Permit Number: EP:20-211-BP:20-135 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located inlon the premises at: 25 Jasmine Ln Rye Brook, NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11115121 Name Type Quantity This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. O G M O T r1 v • n e 400k� „ •-. vj ztir) R) gig . ice � z Q w � A � x � • � . Cd n W6; as - V1 r. 3 LL3 v z "00 o Z E-■ U 3 V < �` a OC 7 e OEM ON � � (•Z•i W � Q v � � � [� 00 F •• ` !n c c a } NOV 17 2020 �I1ILD El' - MENT VILLAGE OF RYE 'r VILLAGE OF RYE BROOK OOK 938KING,STREETRYr-13RA R,NY 10573 BUILDING DEPARTMENT {914)939;,0658fFg�c'�1�-�j 939-5801 wwvvn-ye'Rcjok-.org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP M. ©2 D - I35 PP#: aD ~I1 1 Approval Date: NOV I Q Mn Permit Fee: $ 73apiL Approval Signature: Other: Disapproved: (fees are non-refundable) :kxtxx:kka#M&#��k:-k-r.t„�..�kx�kkkk x�%�• :kkk�xM:kF�*x:k*r:k:k:kar•k# kik�xk;#n����i��xx:h�kkxc�*max%k���x#a��#k��k* Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be' conformance with all a p 'cable Federal,State,County and Local Codes. 1.Address: rj ( m Vve V r t 1 SBL: o�� I _1 Zone: PU D 2.Proposed Work: OjumbMq ('Oy-. W i n rt'tl ( `rl .S nl%`H {`Y122�37 3.Property Owner; �, -1 �'tnD 1(A�1lL (�( �, Address: �9�5 4 i C7t tare ' 1N&W 9 j Phone#: ''I lLj--4b 1 , � O cell 4: 011 Li'-).94i-•,,p ' t �a� r.. email: if:It�.dxd����!fcoYT ('orYl. 4.Master Plumber: aur . ''BSI(. Address:Lic.#: Phone#: Cell#: email: jyjCp(2pebuxsK4 flombenj Company Name:AbJeb(c- IL4Dlt)y"17:`rlel >o�Ic, �l CJDJCN Address:IOill lA ,qNl it ' r3 �ol1t'Oti. 3�1i1 I G-so INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 } I st Floor 2nd Floor 3'Floor ` 1 4°i Floor -5 F-loor— Exterior 5.*List Other Equipment(Provide Details: (Notarized Signatures Required Next 2 Pages) 00 ��O , 3121/19 STA M.y( NEW �� tYORK,COUNTY OF WESTCBESTER ) as: _ AJ ,being duly sworn,deposes and states that lie/site is the applicant above named, (print name of inclividual signing as the appl cant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belieF,and that any work performed,or use conducted at the above captioned property will be in conformance with the details asset 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 (. t 20 a j 4(atui 20 0;-0 Signatu f erty Owner t Print Name of Property Owner Print Name of Applicant Notary Public A 10oyd Notary PuW POW,Side of ldex York 14o.01 P06166307 in WedCheSW County CommWim ExPim May 21,2W This application must be properly completed in its entirety and nutst include the the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signet/ shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO !VOTARY PUBLIC-STATE OF NEW YORK No,01AB63713708 Qualified In Orange County MY Commission Expires 07-30-2022 -'- 3/21/19 NOV 17 2020 ML1a>Cl 40' + R,T MEN T VIL�A�, Off'RYE-R;OOK VILLAGE OF RYE BROOK 938 Kttvc tTR MT RYE I3it,�o I,NY 10573 BUILDING DEPARTMENT (914)939-l6G8 f, X 9.V39-5801 ti��'v}G.rye��i �ool :o�•� AFFIDAVIT OF COMPLIANCE VILLAGE CODE 4216 ° STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARISED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL aE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: !1 � , residing at, (Print narne) (Address where yen/live) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; t`Px e �� ,Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature o rop�wner(s)j (Print-i\'ttrr>rtr�Prvperty0i�•ner(s11---- - --- - -- - _ — Sworn to before me this " day of kq Uc Lms.�' , 20 c9- (\rotary Public) Christim A Boyd Nctwy Public,8, of New Yolk No.01 MA30`i QNNW.in wawbemr COnty Expim may 21,zw�' 3rztrt9 0 0 � N N c�ir7 t a O o 73 cc 0 St (� � �. �r Z � E � oo � � ►n � 3 € � O w vc'i � a. (r' •� � M� � � � N � � X C a;0 00 � 0 ,;; 0 co ON WOO OS M_) M x $ . -00 w Q V U QO C4 � '� � E E tn C W Z G7 G [.� � PLO D ECER BUILU.�N1 JY _ RTMENT VIL t F,OF RY ZOK JAN 2 7 2020 938 KING ;�1�FT RYE BR NY 10573 (914)924 j9 4 39-5801 VILLAGE OF RYE BROOK wvv BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: �C� /�,� Approval Date: JUL 2 8 3p#: �.�✓ MP#: QDD- Application Fee:$ Approval Signature: _ Permit Fees:$ Disapproved; Other: Application dated: r', madc to the Building Inspector ohlic Village of Rye Brark NY for the issuance ol'a I'ennit to install a I w Suppression System as per detailed statement descrilwd klow. I. .lob Address: 1 parcel I.D.: IAR.;�S- 1 - 1. 6 9_Zone: T LAD 2. Proposed System(Describe system in detail including suppression agent): _ 3. N umber&Types of Fire Sprinkler I leads: 4. N.Y State Construction Classification: R _ N.Y.State Use Classification:-RD- 5. Cost of*Installation:$ 1 3 4 0n (Cost shall include all lafx)r.materials.fixed equipment.prolessional Ices.and materials and lak)r which may to donated gratis.) 6. Property Owner: , f {' �_ Vroo_iL-9,ri-n�- - -- -Address:RQ °arc �t Wtor.+F1 1aa0�-d�b`�3 Phone# !}� + - �t�3G, Cell# _email: Address: 1 1c P1 r N dd cyn_ Applicant: Q�X� �+r- �-�Ire+lc.�tio r�,_ ---- —ACT Phone#(B{C�C-75a7 BQ� --Cell#(ek kn__3-�q;k email: a ►wv r r�rJ�>_ r e eom ArchitecUl:ngitleer: [� [ '�t211+.1 •_� ,e_e_s_,.r Address: 9 Man_ .,r g�,i1c_�ff'�?oat .MA oataq-tnta�r Phone# email: c ore-+-- Cieneral Contractor:_ t5r: Q tie�eloe�r�C� k l� ,j,,, ddress: �,m,-n+er cti1 Avex�ut_ peu.JA cva Phone# (R4 ,} RM'I't06 Cell# 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 andfor not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NFiW YORK.COUNTY OF WESTCI[ESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)hc is the M wa V_ Fire ,.�a*A-A or, __ 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 conlorrlance 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 befbre tic this Sworn to belbre me this clay of , 20 dayjot'-__M1 ' 20J r Signature of PTPperly owner Signature ol'Apphcanl 12.4—AA es aa[.a�t�_F C: Print Name of'Property owner Print Name of Applic.nu Notary Public Nota rfUlic --- — MICHAEL SILVA NOTARY PUR,LIC MY COMMISSIC9 FN--'ES OCT.31,2022 I'RIh 00 96 Ca = - i © I� e 00M _o o cr co QE�•+ �J rs. r = � X � v =0.0 un ohs �4 z Q z oct (il oc Ch *0 � J � � � � C2 �` > G � t� `. v 9n — rn QC urn z 3 a F" 'M E v t= p Q C cc o 8 EE N ? w z W6On fe BUILD MENT D E '" E F U E VI E OF RY K JUN - 1 2021 938 KING ET RYE BR NY 10573 (914)9 9 39-5801 VILLAGE OF RYE BROOK A'� Cor BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: pQ "Ob-7 JUN - 8 20 Approval Date: Permit Fee:$ C;>w_P6 Approval Signature: 1 Other: Disapproved: (fees are non-refundable) REOuMEMENTS FOR RELEASE OF PERMFI &CERTIFICATE OF COMPLIANCE: i. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor s Liability Insurance.(Village of Rye Brook must be listed as certificate bolder)&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. Application dated, 7 1 o06R is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal ofthe 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. 1 P 1. Address: J u �^, ( sBL: S p� S Zone: + U 2. Property Owner: yv', A v t 0,1 Address: Phone#: Cell#: email: 3. Contractor: —F� tot Ce4h• r r � Address: 9 a ot x Ise) $1, f7 n /�Y 1.2 5-9' Phone#: Cell#: email: pe IN c Rj ��Y P./Q rt AA 4. Applicant: NV I Address: Phone#: ? - o22 3 7 t a Cell#• email: 5. Scope of Work:New Installation(j- ' Replacement( ) Removal( ) Other( ); 6. List Equipment: �b n r. l�')['S t iz y h r e- 7. Location of Equipment: i 'k me r ? 8. Method of Installation/Removal(fist all equipment needed to perform job): •l t t 1 All 1 L l J.- � ' Y�P-f ► n 3/21/19 STA OF NEI YORY,COUNTY OF WESTCHESTER ) as: b'c AAt%31 p ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention& Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. S-� Sworn to before me this Sworn to before me this day of 120 day of __� One- ,20 Signature of Property Owner Signature of Ap can Print Name of Property Owner "Name of Applicant TRISHA MARTINEZ Notary Public NOTARY PUBLIC-STATE OF NEW Y otaryPublic No.01 MA6331843 t]ualified in Dutchess County My Commission Expires 10.18-2023 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. 2 3/21/19 N9MSE L�IWZIAAFMF Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C.and cabinet air leakage less than 1.4%at 0.5 in.W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) • Low NOx units are designed for 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 ■IMf�N ana pv*graphs are of*represerxawe. • High temperature limit control prevents overheating some producl models mar vary. • Direct ignition with Silicon Nitride ignitor • Hi h uallt�, corrosion-resistant, prepainted steel cabinet i WARNING EAIR TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death,and/or property damage • 24 VAC humidifier terminal &electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm) high.for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • innovative knobs for easy door removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position - upflow/downfiow/horizontal (left/right) installation CE s i s4 • At least twelve different venting configurations ENERGUIDE • Through the casing flue pipe for counterflow or horizontal A•.r FUN w+■r•,es�r(AR* applications with accessory (order separately) • Concentric vent available an, c�griF11`�® • Self diagnostics with super bright LED • Slide out heat exchanger and blower assembly ,,W LIMITED WARRANTY* 78% en n% 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration,an additional 5 year parts limited , cepnnro warranty • For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for UZ•W a,."PI C4WVF4d TM M• n kt4w a enurecru.e.•o b.va n�n rh•w g— fw other applications. � .,��,,�• li-M-,.,,,,•,,,,d,da•d— qu to wrvr Mne,r•nary org Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow Q.5 in.w.c.(125 pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408A 4o,000 96.0% 95.0% 400 35 x 14- /1 x -1 89 x 361 x 7 0) 120(54) 9 0401410 4o,o00 96.0 95. 625-905 35 x 14- /1 x -1/2(889 x 361 x 750) 123 55) N9MSE04017i2A 4o.000 1 96.0 95.0% 650-10 x 1 - /2 x 0-17F 889 x 445 x 750) 134 1 NgMSEG601410A 60.000 9 . 6 5-11. 35 x 1 -3/1 x 1 (889 x 361 x 750) 127(57 N9 0601714 60,000 96.0% 95 0% 650-14 0 35 x 1 -1 x -1 889 x 445 x 7 ) 144 65 NgMSE0801716 80,000 96. % 10-1 x - /2 x -1,1 (889 x 445 x 7 ) 154(69) N9MS 0802120A 80,000 96.0% 95A% 1335-1970 35 x 21 x 2 -1/2(889 x 533 x 750) Y6 9 SE1002114A 100.000 96. 915-1545 35 x 21 x 29-1/2 889 x 533 x 750) 169 76 N9 100212() 100.000 96.0 95.0 1345.2065 35 x 21 x -1/2(889 x 533 x 750) 169(76) N9MSE1202420Al120.000 96.0% 95.0 1320-210 x 4-1 z -1/ (880 x 622 x 186(84) N9MZjt1402420AJ 140.000 96.0% 94.4% 1296-20 x -1 2 x 29-112 889 x x ) 1 190( 6) soedlivaom•are s•gKrm change wreaWRobee. 440 11 4403 05 12/3/18 NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1'/2 THRU 5 TONS SPLIT SYSTEM 208 /230 Volt, 1—phalse, 60 Hz a , REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter--Drier supplied with every unit for field installation • Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • 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* �, This � ha5 i.— OmWed as m•%AKU d to rnew ENERGY STAR ortena tr wwW•tRUwtiy*tat • 5 year compressor limited warranty �, �� w orftw am crIMN to arieeev olad capecity "e�Aoamy. tawflafim of ,o,shoald k1lo.U • 5 year parts limited warranty (including compressor and M prpd1e„erg niiingawl coil) y , ,�_, chw7rq and etf Now irstncWrs Failure to cart" Proper tlmW and arcllow mn redtbe wwo efficnx y -With timely registration, an additional 5 year parts limited ''en ewprwnt kite warranty (including compressor and coil) * For owner occupied, residential applications only. See CERTIFIEDAt amml warranty certificate for complete details and �` usrestrictions, including warranty for other applications. LISTED Use 01 the AHRI Certified TM Mark ndicates a rranutacturer5 participffiron'n the program For wtrf,cahon 01 c fIftef'O'for-+dYtluW p100uds. go to w ahnduecto-v^•, Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship J Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth In. (mm) Weight lbs.(kg) NXA618GKA 1'/2 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'/•r 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) NXAS36GKB 3 36,000 17-5 30 28-5/16 x 35 x 35 204/165 (719 x 889 x 889) (93/75) NXA642GKA 31/2 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) Soecficat,ons subject to Menge wnhout"ice 421 11 6201 05 5/17/19 ester "W"� R EC� ENE O�:COm AUG 13 2021 VILLAGE OF RYE BROOK George Latimer BUILDING DEPARTMENT County Executive Sherlita:miler,All) Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13347-21-DCDA Application for Backflow Prevention Device Kingfield Development 25 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 VI I, 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-BFlow@westchestergov.com . Respectfully, Q*�) 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 V File ' RE . REUSE 003 CYCLE Department of Health 2.3 Moore Avenue Mount Kisco,NY 10519 Telephone: (91 1)86 1-7296 Fax: (91 1)813-,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. I 13347-21-DCDA Facility: Kingfield Development City, Village, Town: County: 25 Jasmine Lane 7-1Rye 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 a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. F. THAT the approved device(s) shall beSso set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner 'VEW YOW STIITn JGPAiRTytNT OF HEALTH 6"eft ko of sowll I"`�'"r ,ing P'° xao Report on Test and Maintenance Finpis$6sto Pfau•Cornlrq 7.wer-Room ri/d of Rackflow Prevention Device Please use a separate form for each device, i For be Year-Q,)CL4) ILn Inftlal test Cemplere entire corm Annual�B5t 113matWe Part A x fy Public blrater Supply i'w* W, ,1Ayc�s�lc4�e5�,Er i I Facility Name 1. ,1 + Laation of oev;ce ScaetCRY U Device d i4nnufecturef Type 0 RPZ Model Inhxmabon I Sae(in inches) Sepal Number L—j r Li is �DCV ftSC`., �(_. � C,-1 C.<�0 Chw*thWe wb,1 Check Velvr No,2 Dllf--bd Pre—Relict Una Pressure�pai VRfr�e Tact bafore ,,.�ed dII l/I Leaked Opened at N/A psid lie repeal Gtot+elltiaht_ R c 1 Pressure*OP across first check valvs �?psid 3 Co M D Y DarClbs Ap"and Repaired by ram. Name and Lie it k/A I�l Date repaired: M D Y FF,"best Closed tight Closed t ht DaI6 Ip � Opened m f4 1!l psid O � ti Y Presaura drop across first check valve�psb M p Water Meter Number Meter Reading Type of Service:(choa one) 9 Domestic FI ) 9 Other Remarks{Describe deN wndes:pypyeaas.oudeta before tho dmioy,ConnQCdoe9 behaeen Ne device and irdrrt oi.eney missing er inedequaie etc.arp?pa• ) f Cerdfieattarr.This device ❑ meets, ddea NQT meet,the requbamerrta of an e b corrtaiwnerfi ce at me time of tenting I hereby r:erfity tfub taror}a:n. data m ue � aor'.et' CrlfadTeder No. Sipirn ra Expiration Date PropartY ownsrc(or awnere agent certification that last wee performed:o \ Print Name r— �—� S G�-L 1 TeleflMne Cert}fcstion that instailelion Ia in noccrdance with the approved plena. (To be aomgeMd by the design enlibmer or wrAIWd sr water rssppRer.l I hereby—flfy ih2t tfas Yradatt"on is it accorounce vft the approved pians. Name Russel!Paluca Twe Engineer Date (n o L. Nye oor+Log# License Number 78721-t phone i845 )337-6040 tq d Y /'K3`1 4-7_I - 17CCA Repro,onnny Pr Frne bCILVons, LLC Conwlirg ngmeers Describe mina,insturboon s*,—q4g address: 140 Princeton Drive City Shelton SleL- CT Zip 0504 nD L L"M E D Signawro — ans mm se WPy b Me QrNe Pr41 parAn-1 raWesonts�no an0 one COay to Wily txwter aria water wppifar,mmedtslety if device!ails tail ans Fr ropalrs osnnct-mm*dU wily tw me tety MI) BUILDING DEPARTMENT 25 Jasmine Lane Rye Brook NY0 Ri ` ^ 2015 IECC Energy DEC 7 2021 ID �( Efficiency Certificate VILLAGE OF RYE BROOK BUILDING DEPARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Ra Glass &Door Rating U-Factor SHGC Window 0.39 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Fipil#N9MSF1002120A 95.6% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 Comments Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti Address: 100 Mill Plain Road Credentials: BPI Danbury, CT 06811 Email: info@prochek.com Phone: 8003385050 www.prochek.com Building Information: Customer Information: Project ID: 1311-25 jasmine In rye brook NY Name: Frank Melagrano Address: 25 Jasmine Ln Address: 25 Jasmine Ln Rye Brook, New York 10573 Rye Brook, New York 10573 Geo-Tag Data: Latitude: 41.048995 Phone: 9142243859 Longitude: -73.693737 Email: finelagrano@warjamgroup.com Timestamp: 2021-12-06 11:15.28 Measured Leakage: 2.88 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 1311 Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,554.4 (+/- 1.6%) Effective Leakage Area: 94.5 in Building Volume: 32,436.0 ft3 Enclosure Surface Area: 3,447.0 ft2 Coefficient (C): 143.0 (+/- 14.0%) Exponent (n): 0.610 (+/- 0.038) Correlation Coefficient: 0.99807 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 65 °F Post Indoor Temp: 65 °F Pre Outdoor Temp: 55 °F Post Outdoor Temp: 55 OF Altitude: 186.0 ft Time Average Period: 30 seconds Test Date and Time: 2021-12-06 11:22:33 2000 0 Depressurize — E U I W 1000 'o goo ca Boo 700 E' 600 500 m 400 300 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldg-(Ra) Adj Bldg (Pa) Fan (Pa) Flow (cfm) Config Baseline -2.1 -60.0 -59.5 -57.8 -90.9 1,714.1 Ring A -54.0 -57.4 -55.7 -87.7 1,683.8 Ring A -4&0 -53.7 -52.0 -80.0 1,609.8 Ring A -42.0 -45.5 -43.8 -66.4 1,470.6 Ring A -36.0 -40.8 -39.1 -56.0 1,352.9 Ring A -30.0 -32.8 -31.1 -44.1 1,204.4 Ring A -24.0 -28.2 -26.5 -35.8 1,087.5 Ring A -18.0 -24.5 -22.8 -27.5 955.5 Ring A Baseline -1.3 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: ?�S _) "`� CA SBLc l 2 Z l (O C( Zone: t 1 1> 1Use (7 t /-� Const.Type: Other Submittal Date: 2 L2 (0 CZ-� Revisions Submittal Dates: Applicant: S . C, --7 Z m ­3-z� Nature of Work Lr: [4%^_x Reviews:zBAJ U L 2 8 2019 PB: BOT: Other. u -- ( ( ) FEES:Filing BP I l77 O C/O: Q _ Z t �� ( ) (.),""APP: Dated otarized: SBL: ✓ Truss I.D. Cross Connection: H.O.A.: ( ) { ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening ( ) ( ) ENVIRO: Long. Shorn Fees: N/A: ( ) ( } SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( } SURVEY:Dated Current ArchivaL Sealed: Unacceptably ( ) (..YPLANS:Date Stamped ✓ Sealed Copies: -2-Electronic: Other. License: Workers Comp: Liability Comp.Waiver. Other. CODE 753#: Dated N/A: ( ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. (,�( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other: PLUMBING:Plans: Permit Nat.Gas: LP Gas: N/A/: Other. FIRE SUPPRESSION:Plans: ✓ Permit: ✓ N/A: Other. H.V.A.C.: Plans: Permit N/A: Other: ( } ( ) FUEL TANK:Plans: Permit: Fuel Type: Other: ( } ( ) 2017 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. O O Other: ( )ARB mtg. date: approvaL notes: ( )ZBA mtg.date: approval notes: ( }PB mtg.date: approval notes: REQUIRED EXISTING PROPOSED NOTES APPROVED Am J U L 2 8 2019 code: > Bar. Mair�os: ecc& Ft H/Sb: Sd.H/Sb: sue: lot.In Ft.imp Hcigbt Stones: notes: Residential Bading Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Z-S {1.C.a-t t""- Property Owner& Contact Info: Job Description: IF, na •S wt,r�• 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 $I5.00/$I1000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • &Adii g Permit Fee Basement= �'7— sq.ft. x $65.00 = $ -4�'1 M ->. _x$I5.00/$I,000.00= $ Z �� I"Fl. = Zt S sq. ft. x $225.00= $ '4 Zop �7�x$IS.00/$I,000.00=$ 2nd Fl. = �_sq. E. x $225.00 = $ Z'ZS', z ZS- 'x $I5.00/$I,000.00 = $ 337 0•3-3 Attic= �" sq. ft. x $225.00 = $ fd� x$I5.00/$I,000.00 = $ + Total Sq.Ft. _ 1.22 sq. ft. Total Cost= $ Z 61 .02�a- Total B.P.Fee= $ k ,' 30, Includes Attached Garage if Applicable. Total Amount Paid = $ ' 46 �.: , '..'rs A 4 N Total Amount Due= $ JUL z 8 2019 Date: Signed: zo 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: aP-/Af1J SJ4"L- - eOG-fAS&N DknSI A-46A4 rr Subject Property:d5 ASW)ne, I a.f'] SBL: .,95-1-1. (pgZone: PUP Please take notice that the subject; CQ'One or Two Family; ❑ Commercial, LIIew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; (__ Truss Type Construction (TT) LY//'Pre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders& Beams(F) ❑ Roof Framing(R) l'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§ta64 for Commercial Buildings, and NYCRR§tz6g for One&Two family Dwellings. 2 `Z S 2 J �— Date fig" Z-2-S- r Datt _ Pro th Date Notary P. is (71 TRISHA ARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA8331843 Ouelifled in Dutchess County MY Commission Expires 10-19-2023 A CERTIFICATE OF LIABILITY INSURANCE A 37MM 082°0YYW' 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(les)must have ADDITIONAL INSURED provisions or be endorsed,If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain `m ) po y, policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). m PRODUCER CONTACT � Aon Risk Services Northeast, Inc. NAME: Boston MA Office (AC No.Ertl): (866) 283-7122: F1vAXC.� : (900) 363-0105 53 state Street E-MAIL suite 2201 ADDRESS: C Boston MA 02149 USA S INSURER(S)AFFORDING COVERAGE NAIL s IMBUE" INSURER A: Navigators insurance Co 42307 SC Rye Brook Partners, LLC INSURER0: Guideone National insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr indemnity d 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 REOUIREMENT,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 L TYPE OF INSURANCE INSO WY POLICY NUMER MAVOOry LIMITS ft X COMMERCIAL GENERAL LIAB0.lTY EACH OCCURRENCE S 5,000,000 CLAafs-MADE %OCCUR PREMISES Ea occurrence 5140,000-17 MEO EXP(Any one person) EXCI uded PERSONAL&ADV INJURY S5.000.000 GENIAGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE s5,000,000 POLICY X PRO 9ECT 1-1LOC PRODUCTS-COMP/OP AGG S 5,OQO,0tH) OTHER: >v AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO BODILY INJURY(Per person) Z SCHEDULED OWNED AUTOS INJURY(Per eccdenp r AUTOS ONLY PROPERTY DAMAGE eo HIRED AUTOS NON-OWNED O ONLY AUTOS ONLY Per student 1` C UMBRELLALWI OCCUR 1000579693201 1 EACH OCCURRENCE EEXCESS LUIB CLAIMS-MADE AGGREGATE S5,000,000 OED I IRETENTION WORKERS COMPENSATION AND PER STATUTE I OTH- EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR i PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICERMIEMBER EXCLUDED' ❑ N/A 1Mnld""in MIL E-L.DISEASE-EA EMPLOYEE n yyeas,describe under OESCRIPTXNJ OF OPERATIONS below E.L.DISEASE POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Addillonal Remarks Schedule,may be atlsched K more space 4 required) 7L CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WTT1M THE POLICY PROVISIONS. Villa a of Rye Brook AUTHORIZED REPRESENTATIVE 938 K?ng street '— Rye Brook NY 10573 USA e�Oss i �Z.tci�fC r�idtet'�ed c//��/ssn 01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) 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 1100 Klag St Ste 114 From:The Villagey of Rye Brook NY Rye Brook, Y 1 3-]057 PHONE:914-■i81-1531 FEIN:XXXXX6509 The location of where work will be performed is -1 110 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 Beneflts 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.) 1,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: Date: 3. !�•ZoZss Ezemptiop C. ate Number t a a �ed 2 24 Ma 020 NYS Worker nastion:Boars CE-200 olaol s A CERTIFICATE OF LIABILITY INSURANCE ���M ) 04/13/Z020 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 FEDERATED MUTUAL INSURANCE COMPANY NAM : CLIENT CONTACT CENT R PHONE HOME OFFICE: P.O. BOX 328 a'C No Ext:888-333-4949 FAX No:5074464664 OWATONNA, MN 55060 E-MAIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER S)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 D DL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS TR INSR MMIDDIYYYY MMI YYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE X❑OCCUR DAMAGE TO RENTED $100,000 MI a ocarrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONALS ADV INJURY $1,000,000 G N'L AGGR TE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMPIOP AGG $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT a accident) $1,000,000 X ANY AUTO BODILY INJURY(Per person) B OWNED AUTOS ONLY SCHEDULED AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNEDLY AUTOSONLY PROPERTY DAMAGE AUTOS Per accident X UMBRELLA LIAB 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 I I RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N E ER X PER STATUTE R ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? N I A N 6042338 05/11/2020 05111/2021 - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may he attached if more space is required) RE: KINGSFIEI_D 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 4" O 1988-2015 ACORD CORPORATION-All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Com Board.pensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 1c.NYS Unemployment Insurance Employer Registration Number of Insured 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 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 Ry King St Rye Brook NY 10573 1226 3b. Policy Number of Entity Listed in Box"la" 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 pannersloffscers included) ❑X 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 ite-m 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: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: Q•�`` 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 721/2021 ATE(MMIDWYYYY) CERTIFICATE OF LIABILITY INSURANCE 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 NAME OTT AGENCY PHONEOJCN (845) 895-8873 PO Box 659 -M IL Xr rvc NCI Wallkill, NY 12589 ADDREss ottins2001@ ahoo.cam INSURERISI AFFORDING COVERAGE NAIC0 INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER c National Grange 7 Ohara Rd INSURER D National Grange 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 INSL qR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY 'MWDDrYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE 51 OCCUR PREMISES Ea occurrence S 500,000 MPU7919F 1/21/2021 1/21/2022 MED EXP(Any one person) $ 10,000 A X X PERSONAL S ACV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 PRO- POLICY a ECT F7 LOC PRODUCTS-COMPIOP AGO $ 2,000,000 ROTHER $ AUTOMOBILE LIABILITY £a acoldent S 1,000 ,000 ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BIU7919F 1/21/2021 1/21/2022 B AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAr3E AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA LIAB OCCUR D EXCESS UAB CUU7919F 1/21/2021 1/21/2022 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE $ 5,000,000 DED I I RETENTIONS I $ WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY YIN STATUTE ER TH ANY PROPRIETO"ARTNERIEXECUTIVE WCU7919F 1/21/2021 1/21/2022 EL EACH ACCIDENT $ 1,000,000 C OFFICERIMEMBER EXCLUDE07 NIA IMAnnatory In NH) E L DISEASE-EA EMPLOYEE $ 10,573 1 yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS(VEHICLES (ACORD 101,Additional Remarks Schedule.may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK NY 10573 AUTHORIZED R/�P.SENTATIVj: ©1988-2015 ACORD CORPORATION All rights reserved. ACORD25(2016103) The ACORD name and logo are registered marks of ACORD PORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHARA RD MILTON NY 12547 1 c NYS Unemployment Insurance Employer Registration Number of I ns ured 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 KING ST RYE 3b.Policy Number of Entity Listed in Box"1a" RYE BROOK NY 10573 WCU7919F 3c.Policy effective period 01121/2021 to 01/21/2022 3d, The Proprietor, Partners or Executive Officers are included (Only check box if all partners/officers included) �C all excluded or certain partnerslof5cers excluded_ This certifies that the insurance carrier indicated above in box"3"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_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". Will the Garner notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? ©YES ONO 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 carder) Approved by: (Signature) (Date) Title: PRESIDENT 1/21/2021 Telephone Number of authorized representative or licensed agent of insurance carrier 845-895-8873 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 (9-15) www.wcbny.gov KIN FIEL EVELOPMENT LTE Ow 00 INTERNATIONAL DRIVE RYE BROOK, NEW YORK fit[ copy SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 J NYS Uniform Fire Prevention & Uniform Building Code: 2015 International Building Code, 3rd printing --- 2015 International Residential Code, 2nd printing ' 2015 International Fire Code, 3rd printing 2015 International Energy Conservation Code, 2nd printing 2015 International Plumbing Code, 3rd printing l 2015 International Mechanical Code, 3rd printing 2015 International Fuel Gas Code, 3rd printing UM, - 2014 National Electrical Code 2016 Uniform Code Supplement - 2016 Energy Conservation Code Supplement 2009 ICC 117.1 Accessible & Usable Building and Facilities Project Criteria: 25 JASMINE LANE 23 JASMINE LANE 21 JASMINE LANE Use Group: R-2 Construction Type: 513 Area: 10,274 sq.ft. Volume: 90,141 cu.ft. AS-BUILT/FINAL SURVEY [APPROVED ISHED BASEMENT NOT REQUIRED PRIOR TO FOR USE AS A FINAL INSPECTION PARATE APARTMENT OR DWELLING UNIT 7 Thurston Avenue Structural Consultant PERNW4 a>s Newport, R 102840 Camera/O null Engineers 117 Black Point Lane ��BUlLOlfi1G MUST BE POSYED jr� �2 . 1i� �' L ` �� CordtsenDesi n.com S6 g Portsmouth, RI 02871 wfi�H A PERMANENT CONSTRUCTION W a I :� [E 401.619.4689 TYPE IDENTIFICATION APPR VED JUL 2 8 2019 s��lr, nn MEPBsP Consultant - R.W. Sullivan Engineering v ' 2 g g ILDING i1"PE�* Vfftage of Broom,�Now FE6 2 6 Za2� 5 9 Main Street#203 � � C O R D T S E N Boston, MA 02129 PRIOR TO THE ISSUANCE OF A C/01 VILLAGE OF RYE --- DESIGN AS REQUIRED BY NY STATE LAW. BROOK ARCHITECTURE BUILDING DEPARTMENT FLI 313.17 G 312.42 G311.25 G311.83 FLI 307.67 G 306.92 5' G 305.75 G 306.33 O 54 53 C 1 FLI 297. FLI 301.67 G 300.92 FLI 294 67 G 296.4: G 300.33 A FLI 292.67 G?99.75 �' C2 44< SIGNAGE. FLI 291.67 W/o G 293 33 58 5CA C 1 23 25 XI- SALES OFF CE T W/O G 291.92 61 op C2 21 X2-SALES PARKING-+ G 290.92 59 C 1 9 X3-SALES PARKING O o'' pp C2 � 15 17 CLUSTER`/1 XL-SALES PARK,NG+- XS-SALES PARKING r o4 B R 1 1 13 X k�ence Z Z W » E$ CLUSTER X6-DO NOT ENTER 9 r 0%00� N a C o u v X7-DO NOT ENTER B R 7 �a� ¢_ rn° D L 5 CLUSTER Y O W C) tY �•O 3 KLE LAN rg"( .,. OL0= p o �CLUSTER Z F1 0 N E Y S U C te c YL 33 G ;a CLUSTER p A 19 FLI 313.17 U = m � CLUSTER BB A G 312.42 CLUSTER CC SO FLI 305.67 z 17 Z R 32 R Z ° U gate'o be n 15 O G 304.92 k fen D ocked at a a c � N, r 15 ZL 31 FL 312.17 70 ''mes 22 choinlink fence 1$' FLI 294.67 S1 p O 13 G 311.42 C. C1 aote 0 .7 79 G 293.33 O BR G > Y R O ` c N BL F1 5.67 20 a FLI 293.67 O g R rn 3 .92 13 i9 G 305.92 o m c t t ZL "-° FLI 311.17 * # W/O Z, 2p C2 u z G 310.42 G 292.92 O C 1 y D � 9 Z R ^_8 46 I 'A O .18 FLI 306.67 c r 9 N 25 C 2 81 G 294.33 305.92 O I t A G 305.92 L N `^ D FLI 294.67 p R T 18 m m U m N 7 Y L ^7 FLI 310.17 W/O 00 8n FLI 295.67 1 306.67 A 70 r C l G 305.92 m G 309 42 G 293.9? 4 18 z c 23 A G 294.33 305.92 45 `^ y 1 47 � 5 Z R -6 LA Z � Z � C2 m 9 cnoinlinkfence c m Z 305.91 C A r Z C l G 294.92 3. 0 4a 16 1^ n 3 ^5 FG'308942 FLI 295.67 DR p y O Z W/O O 16 O -Z 21 90 7 43 G 304.42 gore N I Y R 24 O G 294.92 rn > o. C 2 o f� N 14 note: w cO FLI 296.67 � 40 a^ F L 1 305.17 maintain entire length of � n 19 G 295 92 O C n 5 AO G 304.42 international drive tree FLI 296.1 7 g L � m B L 85 304.92 N rrom dirt&debris at all W/O O a m n es f �a�o�ev Z G?95.a2 -0 A t A A G 303.83 0e °� d\\ 1 305.67 -19 p C l O ote. `� ``� Q 0 n 304.32 I 4, \N O J N 3 NO TRESPASSING e 0 o```C, ICL O O G 297.42 C� signs on all gates `od `moo` `�` L.0 N O C2 G6 �o 0`1 :`° NOTE FLI_97.67 DR 17 10 ti .d �� FOR DIAGRAMMATIC PURPOSES W/O C2 04.33 38 sales FF306.50 OG�� / �e5 os�` ONLY REFER TO CIVIL � G 296.92 FLI 298.17 g �l o DRAWINGS FOR ALL RELATED J O G 297 42 O SITE WORK Q 15 A /<G✓� ��directional U �', �' :onst,gn LEGEND �'o A- "A"UNIT � FLl 298.17 B L 10 c ,,, G 297 a^ g 1 � W/o c �' 1 37 BL 9° O BR-"B RIGHT"UNIT U O i G 297.42 O C I ?0 FL 303.67 O BL-"B LEFT"UNIT L1J } G 2.92 'r CI- "C"UNIT.MASTER UP F--- O 13 O C2-"C"UNIT.MASTER DOWN = Z LL- EI' os� DR-"D RIGHT"UNIT tL / A <P 6 �ti DL-'D LEFT"UNIT O �.! 04 G 296.42 C FF 302.50 G 302.42 YR-"Y RIGHT"UNIT 5 0y. tL 93 DR a L ��. C 1 lG,r� 2 YL-"Y LEFT"UNIT U Q Q FLI 298.17 11 C2 0� �c O F,P O �� ZR-"Z RIGHT"UNIT w U Q a FLI 303.1 7 `L ® N p W/O FLI 297 17 co a O �,� ZL-"Z LEFT"UNIT G 297.42 05 G 296.42 0 301.42 A ' top C G 302.42 �.� W/0-WALKOUT 6 77 O v o�. C 35 C 1 9 G^-95 83 FL 1 302.I 7 2 stop:ign !lag n or- G 302.42 97 I Ce `rF G 300.83 C 2 �-q A C 1 �6 L 25 G 296.42 �A �i I © 3 34 41 0 FLI 302.6 7 A4 �'� 7 G 300 83 18 O� �G[C C G 301.92 gate for s 7 © C 'P F1P O emergency onstruc tior FLI 29 7 17 �'' G 293.42 �Gf � •9 23 } W/O y 100 -stop C 1 j�'Pg �ti rotr'c Only d C2 2 FLI'294.I7 16 F Locked ai all G 295.83 © I p L - O l C 2 G 293.42 2 B mes 5 A bfack'op ^, -y 101 G 302., C�Gf G 300.92 z W O G 295.83 A G 292.83 3 LI 303.17 O C 2 14 lF�C O - F z ^ C` G 302.42 19 C 1 FLI 301.67 Z L.L !('11F C l 10^ `ocGe O Cl G 300.92 0 !0 50 ��� \\cam G 302.42 C 1 GUrF� A W onfi-tracing t ^o�� I Z G 300.33 ' G 289.42 pad o� 10 C<1 103 18 ��c po G 301.92 A �fF� C 1 O Y LU Q �[ FLI 290.17 gale ���^� G 289.83 Sf$roiltenc O 8 F I O W/O �� e FLI 302 0' Cl 8 G 301 33 _ G_89 42 0`� 78 FLI 291.17 C 2 G 288.83 104 A G 289 83 O o ccR' p� ^, m •V-J gcte for construction 1 O G 298.42 � O 6 entrance&exit'o be 15 77 G 289.83 " C 1 T'11 FLI 288.67 105 �� vnloc'ted 3.open during 13 I o) W/O 1�� construction activity only. FLI 291 67 U G 287.92 C2 �1:' t i/ 13 A 76 G 290.92 FLI 299.17 - •� G at all other Imes h s aote O G 298.42 109 4 must be closed&locked C 1 AO Ce& 72 0 DL SlFPI� 1 t G 291.83 '' G 29 7.83 ~ FL 1 293.17 2 1 7 BL 70 G 291.83 C l 16 _ GPPP O G 292.42 FLI 294.67 O G�J � JS~��- C 2 block top CC C� O G 293.92 � Y G� 5 106 ' P �SrFR// 7 A O O blOcktO � 17 G 297 83 x J� A j p 7 G 289.42 R/41 C l p O � Ros 5 BR C2 G 3 FLlV2/017 e C/UST 3 FL1299.17 L C G 289.a2 CIUSTF N F ER GG 1 18 G 297 83 108 R�� z 5 A C`" G 288.83 C 1 CZUSTER EE O - G 298.42 x ' A CIUSTER D R O 8 yy P G� C l 19 y I 4 C2 6 dusts,F 6 Ir FLI 288.67 G 290.33 F CLUSTER DD Z 3 1 1p W/o FLI 291.67 73 O C 1 C FLI 299.67 G 287.92B R W/o 4 G 298.42 G O G 298.92 G 290.92 2 `^'� G 290.92 A 4 DR ODL FLI 299.17 G BR FLI 293.67 O W/O S. Y W/O o5 G 298.42 C2 G 292.92 2 FLI 294.67 FLI 295.67 -3 W/O W/O G 298.42 G 293.92 G 294.92 UNIT G2 LEFT 36'-7' CONSULTING ENGINEERS UNIT A UNIT GI MU RIGHT Structural Engineering Qesign ,ot Clock Tower Square Camera/O'Neill Portsmouth,Rl 02871 I1'-4' 1-4 ■ r sultn c£ngm.e,s 888.3o8.J54t 12 THICK GONG.FT6. 12'-4' 16'-2i5' REINF.W/#5 BARS a 4 12'O.G.E W,BOT.11 . 50.1 yy. COORDINATE 3'-2' 4'-4' WATERPROOFING A"�GONG.FT6.REINF. GONG.FT6.REINF.W/#4 AND DRAINAGE W/ + 41_�W/#4 BARS o 12' BARS a 12'O.G.E.W.,BOT. ARCH'L DW6S. 50•I ;� l' W Z W 0 co O.G.E.H.,BOT. ------- --- 36'-l' > >o c a 12'THICK GONG.FT6. ° I I ° I I O W U ¢ ° REINF.W/#5 BARS O ' -' � PROVIDE d INSTALL I'-4• 12'O.G.E.W.,BOT. L---J --- 10'DIA.REINFORCED I SIMP50N ABU44 OR ABUbb _ ►- C`o c- ■ OOsu �p 6 SONOTUIBE PIER,TYP. B'WALL STANDOFF BASE d FASTEN I,_4. 4 I'-4' U = C a) 50.1 BELOWMIN.6RADE), 5 4 Fri TE POC IE THREADED BELOW 12'-3' S0.1 .z `o --[B.O.F.-10-10'l- U ;fl ANCHOR ROD(6'EMBEDJ 2'_�y °C u -- --- COORD.W/ARCH'L 1'-39' GONG.FT6.REINF.W/#4 FT6.REINF.W/04 ' ` J. I' I I BARS o 12'O.G.E.W.,BOT. BARS 0 12'O.G.E.W.,BOT. :.. -- ------ - L---I T.O.WALL PROVIDE d INSTALL BEAM I 1001 O 12'THICK GONG.FT6. = I T.O.WALL 0 BEAM POCKET AND P.T.BEARING �j t I = _ = REINF.W/#5 BARS 0 POCKET PLATE TO ACCOMMODATE 5 L- -J L- - L---J 6 12 O.G.E.W.,BOT. Q I _ I-I'-EP►'4] BEAM.PROTECT O 10'VIA.REINFORCED 'v � ' I 7 UNTREATED LUMBER WITH I 50.1 1 SONOTUBE PIER,TYP. 50.1 ,- O • I T.O.WALL 6 WINDOW `Q 2 3 2 [Loom W/ARGHL) TA.WALL T.O.WALL T.O.WALL o WINDOW BUILDIN6 FELT,TYP. - •I I I v 5' S'v B.O.F.MIN.3'-b'BELOW ' qa I [COORD.W/ I [COORD.W/ARGHL] C r [-0'"�4] GRADE) I13.O.F.-10'-10°] o ARGH'L] I �, r r-- SLY - --------- - -- --- --- •, r ------- .. .. , COORDINATE I I 35p G0� T.O.WALL PROVIDE#4x48'WATERPROOFING I I I [-0'-5V4■] IA6ONAL REBAR IB.O.F.-10'-10'] AND DRAINAGE W/ L- � r AT RE-ENTRANT WF I L- -J SLAB CORNERS. T.O.WALL tD T.O WALLJ T.O.WALL ARGHL DW65. -- ---- I � ABEAM I I6'-IO►4' 3'-6K' 14'-IU.' T.O.SLAB [-O'-5 4■] O LL POCKET . PROVI #5 BARS AT 24 O.G. O � [-2'-33/4] T.O.WALL o WINDOW vERTIG ON �IZO�NTOAY a BEAM POCKET = r IGooRD.W/ARGHL] ELEV.-q-6 T.O.WALL I' O HAL I T.O.WALL ' $5 DOWEL INTO FT6.TO MATCH I 10'WALL I DETAIL VIDE [COORD.W/6.C.] O` O'WALL [COORD. �RRCC..HL1 VERT.REINF. I SLAB DE L PROVIDE d IN5TALL)4 vi PROVIDE d INSTALL Y,' Z I'-10'FT6. I'-10'FT6. 'SPRIN6FIELD'GAP AND O • I GAP AND BASE PLATES S0•I � BASE PLATES AT ALL WATERPROOFINf' v 3 AT ALL COLUMNS,TYP. ` AND ADRAINAGE W RCH'L DW65 N LALLY COLUMNS,TYP { COS•���Y i r 35. 4'NORMAL WT.GONG. m s F wU 5 SLAB-ON-6RADE. �}- ---J 50.1 I 1 50.2 SEE DETAIL �� 5 C'-- PROVIDE#5 BARS AT 24'O.G. - J '(' I 50•1 +^ VERTICALLY d HORIZONTALLY 1'-10• 12'-6�'. 50.2 PROVIDE d INSTALL Yi GAP AND _f i CENTERED ON WALL.PROVIDE 14'-I0%' BASE PLATES AT ALL H55 '- O #5 DONEL5 INTO FT6.TO MATCH I I � COLUMNS,TYP.BASE PLATES VERT.REINF. to I , SHALL BE SUBMITTED W/5113=L T.O. 12"THICK GONG.FT6.WALL N BEAM 10"WALL 'SPRIN6FIELDI CAP AND - PROVIDE I TA.WALL � t T.O.SLAB SHOP DRAWINGS POCKET � -L' 12"IO.G O.C. BOT. O z � Er BASE PLATES AT ALL 4'SLY I-0'44") I O � ELEV.-q� I I-I'-61'4) Q FT6. LALLY COLUMNS,TYP. -- �3J COL THICKENED SLAB,~ SEE DETAIL i. I SLAB DETAIL T.O.SLAB p 50.1 E BELOW GRADE) Z e- ELEV.-q'-6' 3 m 4'NORMAL WT.CONC. • ✓✓ in O � 18'-0'1i I I 50.1 �: TYP SLAB-ON-GRADE. b WALL � T.O.WALL SEE DETAIL Q O C3 I SLAB DETAIL 3 o BEAM POCKET 50.1 PROVIDE#4x4&" 50.1 T.O.WALL DIAGONAL REBAR [-O'-5)'4] r % C-I'-�'4] TYP O - z Z i AT RE-ENTRANT 6.STEPS W/ / PROVIDE ELEVATOR PIT N _ 3 PROVIDE CONT.#4 BAR I I SLAB CORNS. - ELEV TOR OPTION t5'-0' FOR ELEVATOR OPTION CENTERED AT TOP OF WALL Z O Q LL_ 4'NORMAL WT.CONC. T.O.WALL O T.O.WALL �. T.O. O BEAM W/ARCH. 50.1 r2-514'. AND CONTINUOUS BEVELED O LL •• I SLAB-ON-GRADE. 0 BEAM � [_O'_5Y4"] T.O.WALL 2x3 SHEAR KEY AT WALL � `� POG [-I'-Ed'4`] T.O.WALL I 5�DETAIL POCKET p - [-0'-5<'4] � � BASE � w -- [-I '4'] ,'-- --- _ _ ABEAM POCKET 20-2 i-lo• + U w ` ! _ [-1'�+►49 T.O.WALL to Q ►- T.O.WALL .' _ �• =Q 50.1 q I POCKET 0 V)i 0 PROVIDE d INSTALL BEAM I s] I - --- --_. - _--- - __- i ---- - IB•O.F.-10'-10'] - ----- --_ >I QA.WALL 4 1b__)T o BEAM I [-I'-61'4] 6 -•. T.O. Y) 50.1 L-- POCKET AND P.T.BEARING PLATE POCKET AS REQUIRED TO ACCOMMODATE I PROVIDE d INSTALL I PIT SL 51M [-I'-bl'4 PROVIDE#4x48 PROVIDE(4)#4 VERT. BEAM.PROTECT UNTREATED I ^' BEAM POCKET AND P.T. 50.1 ---- - ---- --------- I ELEV. 10'-6' [6.O.F.-10'-10'] "' DIA60NAL REBAR BARS AT PIER LUMBER WITH BUILDING FELT BEARING PLATE TO 51M -- -- -- ---- ------- AT RE-ENTRANT - ---- p I p ACCOMMODATE BEAM. 5 M I SLAB CORNERS. LL PROTECT UNTREATED - I ' ` r I __ LL LUMBER WITH BUILDIN6 ' 5 O FELT Cd IN THE EVENT OF SEPARATE ] I 50.1 t0'WALL I)a,O.F 10 I POURS,PROVIDE d INSTALL#5 I 1'-10"FT6. W/ VATOR PROVIDE d INSTALL TA.WALL 5 FT6.STEPS W/ BEAM POCKET AND P.T. I x 30'LONG DOWELS o 12'O.G. 0 BEAM 50.1 VERT.DRILLED EO�IEDE�I� I SLAB DETAIL POCKET FT6. TEPS W/ ELEVATOR OPTION BEARING PLATE TO 12"THICK GONG.FT6. I SIMFDN 10■WALL v 50.1 I ELEVATOR OPTION ACCOMMODATE BEAM. [-I-fil4] REINF.W/#4 BARS o I I SLAB DETAIL SIM T.O.WALL I PROTECT UNTREATED '- 12'O.G.E.W.,BOT. .I LUMBER WITH BUILDING I B'WALL 2-SY• I 50.1 I'-10 FT6. �• Oa= 6 POKE I FELT,TYP. O [BELOW 1N 3'6RADE) _ I ° 4 SLABp1�6RA NORMAL HT.GDE� 50 I I-I'-bV♦°] ;- I SLAB DETAIL 10'WALL 'J '. 3 SEE DETAIL PROVIDE d INSTALL I• 50.1 = `. `- 4'NORMAL WT.GONG. c�2 �j BEAM POCKET AND P.T. 5 _ t_____- ' I'-I Q O BEARING PLATE 70 I T..WALL p O 3 O FT6. SEE DETAIL p ACCOMMODATE BEAM. I 0 BEAM 4 S NORMAL GRADE. " SIM 50.1 p �1J .o .T 8 ELEV.--0'a PROTECT UNTREATED O P " m 6'WALL I I p ;7 fl GARAGE DOORS LUMBER WITH BUILDING I I-'-614l SEE DETAIL g 10'WALL PROVIDE(4)#4 VERT. Z m n` in TELEV I-0'o GARAGE DOORS Q FELT LC IQ 4 d p I'-10'FT6. BARS AT PIN W ` T.O.WALL i l;p m I �v T.O.WALL I Q ry 50 2 T.O.SLAB `n (COORD.W/ I F I O.KA4] T.O.WALL ELEV.-I'-0'O GARAGE DOORS I 5 O IN THE EVENT OF SEPARATE C-0'_!VA4'] a< I 50.1 PROVIDE G NT.#4 BAR T.O.WALL I p I POURS,PROVIDE d INSTALL#5 p O ENTERED AT T OF WALL I-0'-5<'4 l T'�-0,_�,� I x 30"LONG DOWELS 0 12'O.G. � ,.��•� AND CONTINUOUS 2x3 1 VERT.DRILLED d EPDXIED INTO `--- ---- ,- Ica T.O.WALL I IN THE EVENT OF SEPARATE SHEAR KEY AT WALL BASE IN THE EVENT OF SEPARATE FON.W/b'EMBED. 1 I O POURS,PROVIDE d INSTALL#5 x 30"LONG DOWELS o 12"O.G. I [-0'-�4'] T.O.WALL - ----- x 30'L DOWELSIDE 4 NO 12'OSTALL L •' 11 10'WALL I 141 5 VERT.DRILLED d EPDXIED INTO I b I 6 WALL I 1 3 tD VERT.DRILLED d EPDXIED INTO ?� T.O.WALL 0 DOOR ' t I p FDN W/b'EMBED. I ` 2 FDN.W/b'EMBED. - I'-10'FT6. I / it 50.1 � I .• � [-0'-SI'4'] I-I'-b'7 eo Y I _ O O T.O.WALL � � � --- ---- -- -------J '• I tl) � •�� Q T.O.WALL � -' T.O.WALL I T -4' I I - T.O.0-�WAjL 0 DOOR cl T.O.WALL ------ - --------- ---- -- -------------- i J � I4, T.O.WALL '° o DOOR [-0'-51'♦'] O LD cl� 11-8 I pI ------- ---- ----- 4 IJ3O.F.-4'-6') I I 1 ---- ----- ------- U - 4 p imI -------------- -------- --- - -------- �' , - --------- - ---------- - --- -------- ILI �-------- - -- -J ----- --� T.0 HALL I r- - ---- - - - -- I �. I • I-O'-51'4) I [B.OF.-4 ------- - 50.1 L '•' • J Ib.O.F.-4'-6') 4 -� OVIDE(4)#4VERT. i b tl-IOK - --- - O m ---- ------- T.O.WALL BARS AT PIER r L---- -- + 1 3I'-IOK' [-1,_4■] 50.1IL p I It :; 50.1 I tlb'-3'GOORD.W/ARGHL 8'-O' 10 50.1 iIt ---------- rJr T.O.WALLI I -f'-N3`Ffi£�-- ---- 51M 8 -------- ` 10 SO.I I L------ --- 6 COORD.W/ARGHL t16'-3' ---------J I '-IOty' 4'-10►5' COORD.W/ARCH'L t4'-4K' 14'-b' 5'-6' ' L ----------J 50.1 W-2' Iq'-T' 1 Nj_2■ FOUNDATION PLAN-CLUSTER I-WALK OUT BASEMENT Ilk FOOTING SCHEDULE x FOOTING 5GHEOULE A FOOTING, FOOTING FOOTING FOOTING SCALE:I/4=1-O ID TAG, 51ZE REINFORCING �• i FOUNDATION PLAN-EORE55 WINDOW ID TAG, SIZE REINFORCING, FOUNDATION PLAN NOTES t 2'-0"x2'-0'xl2'THICK (3)#4 EA BOT. 5.G. NOTE: r` " 2'-O'x2'-O"xl2"THICK (3)#4 E.W.BOT. I. T.O.FIRST FLOOR 50 FLOOR SHALL BE GALLED ELEVATION O'-ON ■ SCALE:I/4=I-0 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES, F25 2-b x -b"x12"THICK (4)#4 E.W.BOT. REFER TO INDIVIDUAL BUILDING F25 2-6 x2-6 xl2 ll•fIGK (4)#4 E.W.BOT. F3 3=0 x3-O xl2 THICK (4)#4 E.W.BOT. ■ - PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, - " x x # GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR 4'-0 x4 O xI2 THICK (5)#5 E.W.BOT. DRAWINGS FOR DETAILS AND 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, T O CONSTRUCTION. ALL DIMENSIONS,ELEVATIONS,%ELVES,BEAM POCKETS, I x GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, 3. LALLY COLUMN ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE GUT-OUTS, UTILITIES,PIERS,FOOTING5,5LAB5, ADD'L INFORMATION AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH )j'THICK'5PRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS CIVIL,6EOTE-CHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 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SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. ADDITIONAL INFO. SET FOR ADDITIONAL INFO. Y BASEMENT FLOOR PLAN 3 SECOND FLOOR PLAN 10SCALE 1/8"=1'-0" SCALE 1/8'=I'-0" Z Z UA 0, uj ag 00 co �o fin cli < Lu U cl, Lu 0 o 0 5 u 2 u C. NMI 2 JhT 0 SUBFLOOR - -—-—-—-—-—-—- -—-—-—- —-—-—-—-—-—-—-—-—- -—-—-—-—-—- 2_oT 0 SUBFLOOR ---_.--- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—- IRV o ___ a o, a s o 0 0 ____J z Jh TO SUBFLOOR L TO SUBFLOOR uuu L-—- -—-—-—-1�Ll.11El]44-Mjf4-lD -—-—-- r, r___,r---I i i i ik > -i L L k =mMjl 1I1 II . .1 1, Lu r _k T ------- II II II w r 44M L-------i L, L J I IL I JIL I JI 'r--------- I R-T-M-T-n I TO SLAB L I TO SLAB —-—-—-—-—-— ri I------- L---------I Ll IRV I 0 s P --—-—- s V) IN z fj --------- LT-------------------------------------------------------------- 0 UNIT TYPE"C2 LEFT-) 081 UNIT TYPE A UNIT TYPE"CI RIGHT) 083 L--------------L---------------------------------------------------------------j 0 MOTE NOTE. 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FRONT ELEVATION 0& cy_ SCALE 1/8"=1'-0" 0 z LEFT ELEVATION Q:� V) -0 LLJ a) SCALE 1/8"=1'-0" 0 < u- x CL LLJ u V) Lu 0 54-3Y2 ol 10 0 .......... 0 _J I Ll jh TO SUBFLOOR TO SUBFLOOR z -—-—-—-—-—-—-—-—-—-—-—-—-—- =-—-—-—-—-—-—-—-—-—- - —-—-—-—-—-—-—-—-—-—-— - -—-—- 2 2 f 0 N V) 0 co jh TO SUBFLOOR TO SUBFLOOR —-—-—-—-—-—-- --—-—- -—-—-—- 94 ----------------------- TT I I I I, I I i1i I r 11 1 r 4 � I I U� � I I - :I I,I u IM4441 �U L---.J L L--- 'i L----------J L, L------------JILJLJILJL L__J S T 0 SLAB P-T-M-T-n- -—-—- -—-—-—-—-—-—-—-—-—-—-—-—-—-—-— TO SLAB r- - ---r------------------------------------------------------------------ ----------- -- -------------- -- -- -- -- -- s L------------------------------------------------t-------------------L--------------L. _.Lt------------------------------------------------j It t it-t'll II II II Y ------------------------------ --------------------------- L------------------------------------------------------------L-------------i UNIT TYPE'C2 LEFT UNIT TYPE A7 082 UNIT TYPE"Cl RIGHT-) 083 UNIT TYPE Cl RIGHT) 083 VOTE NOTE NOTE NOTE SEE X"= -0'SCALE DWG's ON'C2 LEFT SEEy4'= -0"SCALE DOJG S N'A SEE X"=1'-0"SCALE DAlG'S ON"Cl RIGHT" SEEV,'=1­0 SCALE DWG's ON"Cl R JHT" SET FOR ADDITIONAL INF SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. REAR ELEVATION @ RIGHT ELEVATION SCALE 1/8"=1'-0" SCALE:1/8"=1*-0" DRAWING LIST KINGFIEL EVELOPMENT A0.0 SPECIFICATIONS A0.1 ARCHITECTURAL SITE PLAN NIT ow 2wo LEFT, 25 J MINE L NE A1.0 FLOOR PLANS A1.1 FLOOR PLANS 129025 1 1 E69 A1.2 ROOF PLAN A2.0 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A2.1 EXTERIOR ELEVATIONS RYE BROOK, NEW YORK A3.0 BUILDING SECTIONS A3.1 WALL SECTIONS & DETAILS A3.2 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 S0.0 FOUNDATION PLAN S0.1 DETAILS Rye Brook, NY 10573 So.2 DETAILS S0.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING NYS Uniform Fire Prevention & Uniform Building Code: S1 A DETAILS 2015 International Building Code, 3rd printing S2.0 ROOF FRAMING 2015 International Residential Code, 2nd printing S3.0 SHEARWALL PLANS 2015 International Fire Code, 3rd printing 2015 International Energy Conservation Code, 2nd printing H0.0 HVAC LEGEND, GENERAL NOTES & DETAILS 2015 International Plumbing Code, 3rd printing HOA HVAC DETAILS 2015 International Mechanical Code, 3rd printing H0.2 HVAC SPECIFICATIONS 2015 International Fuel Gas Code, 3rd printing H1.0 HVAC BASEMENT FLOOR PLANS 2014 National Electrical Code HI A HVAC FIRST & SECOND FLOOR PLANS 2016 Uniform Code Supplement HI m2 HVAC ROOF PLAN 2016 Energy Conservation Code Supplement 2009 ICC 117.1 Accessible & Usable Building and Facilities E0.0 ELECTRICAL LEGEND & GENERAL NOTES E1.0 ELECTRICAL BASEMENT FLOOR PLANS Project Criteria: El A ELECTRICAL FIRST & SECOND FLOOR PLANS Use Group: R-2 E2.0 ELECTRICAL POWER & TELECOMMUNICATION RISER Construction Type: 56 E3.0 ELECTRICAL SCHEDULES Area: 3,692 sq.ft. E4.0 ELECTRICAL DETAILS Volume: 32,436 cu.ft. E5.0 ELECTRICAL SPECIFICATIONS P0.1 PLUMBING LEGEND, SCHEDULES & DETAILS P0.2 PLUMBING SCHEDULES P0.3 PLUMBING SPECIFICATIONS 7 Thurston Avenue Structural Consultant P1.0 PLUMBING BASEMENT FLOOR PLANS Newport, R1 02840 Camera/O'neill Engineers Pi A PLUMBING FIRST & SECOND FLOOR PLANS CordtsenDesign.com 117 Black Point Lane P1,2 PLUMBING ROOF PLAN 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant FP0.1 FIRE PROTECTION LEGEND, GENERAL NOTES & DETAILS R.W. Sullivan Engineering FP0.2 FIRE PROTECTION SPECIFICATIONS 529 Main Street#203 C O R D T S E N Boston, MA 02129 FP0.3 FIRE PROTECTION SPECIFICATIONS D E S I G N FP1.0 FIRE PROTECTION BASEMENT FLOOR PLANS ARCH ITECTU RE FPI A FIRE PROTECTION FIRST & SECOND FLOOR PLANS GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) ALL CODES HAV NG JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, IFURNISH AND INSTALL RE NFORCED CONCRETE AND PERFORM WORK N ACCORDANCE WITH T E CURRENT AC BUi OINGPAPER:ASPHALT SA'URATED FELT,ASTM D-226,TYPE.15#OR TYVEK HOUSEWRAP MANUF BY I?V-SPWG/OGT-MN(dGLmBVGGLASTDOGVM I Ye PANELS W TH CLEAR Ye'INSULATED,ARGON FILLED,_OW-E SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,CITY AND COUNTY BUILDING,ZON NG,E-.ECTRICAL,MECHANICAL,PLUMBING 3 8,AND CRSI'MANUAL 0-STANDARD P.RAC CE'AND ASTM C 94.(SEE STRUCTURAL DRAW NGS FOR MORE DUPONT,ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL EMPERED GLASS. NCLU E MANUFAC-URERS STANDARD SCREEN DOOR. F UNITS SHOW MUVTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX 8 CLOTHES DRYER EXHAUST BOX SEALED TO GM AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF NNFORMA-ON 8 THEY SHAL_OVERR DE ANY DUPLICAEE INFORMATION PROVIDED ON ARCHITEC URAL LAPS SH--D WATER.WITH PROPER OVERLAPS ALWAYS WORK FROM LOW PO NT TO H GH POINT ELEVATIONS,PROV DE MUNTIN BARS THAT ARE ADHERED TO NTERIOR 8 EXTERIOR S CE OF GLASS,ALIGN NG BU TAN CAB NE S 0 GWB CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCT ON DRAW NGS) AflUMINOUSMEMBRANE•GRACE,CE 8 WATER SHIELD,SELF ADHERED,RUBBERIZED ASPHALT SHEET D RECT Y OVER AN NT-RNAL SPACER BETWEEN E TWO PANES OF GLASS Ye MUNTIN WID--TYP CAL,UNLESS UNDERL.AYMENT.SEE ROOFING SPEC.FOR MORE NFORMATION. STAIRWAYS N CONTACT WITH EXT WALL SEALED AT GWB 44< DOCUMENTS TO THE ASSENT ON OF THE ARCHITECT SUBMIT COPIES OF INSPECT ON REPORTS.NOTICES,ETC OTHERW SE NOTED.PAINT WOOD HUNT NS USED ON NTER OR EX'RUDED ALUM NUM USED ON EXTERIOR:USE LAAA'QVATED VEJVEF.RLUMBER(LF7J:COMPLY W TH THE NSTRUCT ON AND RECOMMENDATIONS OF THE r REI'IACE BOX 0 GWB TO OWNER AND ARCHITECT. 2 PROVIDE CONCRETE REIN-OK NG BARS AS SHOWN ON STRUC'URAL DRAWINGS MANUFACTURER AND WITH NFORMATION CONTA NED IN THE CONSTRUCT ON DOCUMENTS THE DESIGN MID PATTERN AS INDICATED ON THE EXTER OR ELEVATIONS. COMBUSTION AIR SUPPLY DUCTS AND P PIES TO GWB FABRICATION OF THE LAMINA-ED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL ENTRYDOOR:NYi. NSULAT D F 13ERGLASS BY JELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROV DE TEMPERED METAL F lES TO GWB 2 DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC_OCATIONS AND ARE INTENDED TO SHOW 3 PROVISIONS MUST BE TAKEN'O PROTECT AL CONCRE!E WORK-ROM FROS'DAMAGE WITH SPECIAL ENGINEER AND IN ACCORDANCE W TH THE NATIONAL RESEARCH BOARD(NRB.)AL BUILT-UP LV BEAMS TO BE S DELITES AS SHOWN ON THE DRAW NGS.MEET THE FOLLOWING REQUIREMENTS:AIR INF LTRATION:ASTM E283 WATER RESISTANCE ASTM E33,ACOUST CAL PERFORMANCE ASTM E4 3 70T STC 28.THERMAL TRANSMISSION K TCHEN AND BATH EXHAUST FAN HOUSING TO GWB GENERAL REQUIREMIEN S THROUGHOUT.DETA LS VOTED'TYPICAL'MPLY ALL CONDITIONS TREA'=D ATTENTION?AID TO FOOT NGS AND OTHER ON-GRADE CONSTRUCTIO`•OR OR TO BACKFILL VG AND ENCLJS NG FRAMED US NG HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFYro TO/9-THICK, =LECTR CAL BOXES 8 CAB=/PHONE BOXES TO GWB ADHERED CONT NUOUSLY WATERPROOF ADHESIVE,ASTM D-2559-76.FB-2800 PS.E-2.000,000 PSI,STAMPED W TH R-15.49(CALCULATED). SIMILARLY.MIDDLE CATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. T E BU LD NG. GRADE,MANUFACTURER AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A 36.PR MED.GALVANIZED ASTM A 123. WINDOW:MANUFACTURER MARV N NTEGRITY WOOD-ULTREX,SHALL HAVE INTER OR FACTORY-PRIMED WOOD W (!: OR COATED WITH ZINC RICH PAINT AS VOTED N CONTRACT DRAW NGS.KEEP DRY AND HANDLE WIT H CARE'O FIELD APPLIED PAINT FIN SH.EXTERIOR WITH FAC"CRY BAKED EXTERIOR PAINT FINISH.PROVIDE AND NSTALL 2' AIR SEAL NG MATER ALS-USE A COMB NATION OF THE FOLLOW NG 3 THE CONTRACT DOCUMENTS ARE NTENDED TO PROVIDE THE BASIS FOR?ROPER COMPLET ON OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SO_.BEARING CAPAC TY CF LOGO PS FOR FOOT NGS 8 PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG s. GRACE'VYCOR PLUS',OR EQUAL,AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS;APPLY D REC TLY-0 CAULK SEALS GAPS LESS THANYz'WIDE SUITABLE FOR THE NTENDED JSE OF THE OWNER.ANYTHING NOT EXPRESSLY SE FORTH,BUT WHICH IS FOUNDATION WALLS.3000 PSI FOR SLABS PARALl"PARAI LE STRANDLUMBBRYPSL).COMPLY W TH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING,PRIOR TO INSTALL NG WINDOW.PROVIDE 8 INSTALL CORROSION RESISTANT HARDWARE SUITABLE-0R SPRAY FOAM-FILLS LARGt GAPS AN)SMAL 4CLES Z Z u+ a)o E o• REASONABLY IMPLIED OR NECESSARY=OR PROPER PERFORMANCE OF'HE PROJECT,SHALL BE NCLUDED. MANUFACTURER AND WITH NFORMATION CONTA NED IN THE CONSTRUCT ON DOCUMENTS THE DESIGN AND COASTAL ENVIRONMENT.SALT WATER SPRAY.COLOR WHITE VIER FY WITH OWi�R/ARCHITECT FOR SELECTION 8 BACKER ROD-CLOSED CE-L FOAM OR ROPE CAULK PRESSED NTO GAPS "'l9 O° �v °�° 5 COORDINATE UNDER SLAB AND-HROUGH WALL PLUMBING,DRA NAGE AND OTHER RELATED WORK. FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER(LEVEL MOD__US OF ELASTICITY FOR FINISH OF HARDWARE 8 WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDER NG.UNITS 0 HAVE CLEAR INSUL.A ED. GASKc-S ��F >o C o• BEAMS SHALL BE 1,016,535 PS.COLUMNS SHALL BE 914.880 PS.Fe BEAMS SHALL BE 2,900 PSI,COLUMNS 2,400 '^ a- rn- L ALL DRAWINGS SHALL BE FILLY COORDINATED BY CONTRACTOR'0 VERI-`ALL DIMENSIONS.LOCATE ARGON FIL ED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAW NGS TO DETERMINE AND PROV DE SAFETY 3U LD NG WRAP INSTALLED OVER EX'SHEATHING,SEALED WITH TAPE AT JO NTS O Lu U °' 'o PS.CONNECTORS TO BE ASTM A 36,PR NED,GALVAN ZED AS TT1 A 23,OR COATED WITH ZINC RICH?HINT AS NOTED C . N- DEPRESSED SLABS.SLOPES.DRAINS,OUTLETS.RECESSED REGLETS BO-SETTINGS.SLEEVES.-TC 6. CURE CONCRETE BY KEEP NG MOIST A MINIMUM OF 72 HOURS. GLASS WHERE REQUIRED BY STATE CODE.ALL OPERABLE UN TS SHALL HAVE NTEGRAL SCREENS.IF WITS SHOW 0 O�++ o- p o IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE W TH CARE TO PREVENT DAMAGE TO BEAMS COORD�NIATE WITH SHEET GOODS-WOOD SHEATH NAG.GYPSUM WALL BOARD.R G D NSULATION,TAPED EDGES ►- MUhNTINNS ON EXTER OR ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED'0 NTERIOR 8 EXTERIOR S DE OF - a a, Y STRUCT.DWG s GLASS,AL GNING DIRECTLY OVER AN NTERNAL SPACER BETWEEN THE TWO PANES OF GLASS. 'MUNTIN WIDTH SHEET METAL-=DGES CAULKED U x r 3 5. -HE CONTRACTOR SHAL VERIFY AND PROTEC-AL SERVICE NES AND EXISTING SITE AREA FROM FORMS:FORM MATERIALS TO CONFORM TO ACI 3L7.PS-7L. PARALLAMPLUSPAR,4LLELSTRAND LUMBER(PSLPLUS):COMPLY WITH THE NSTRUCTION AND POLYETHYLENE PL.ASTC-EDGES AND PENETRAT ONS TAPED AND SEALED U • Z RECOMMENDATIONS OF"HE MANUFACTURER AND WITH INFORMATION CONTAINED N THE CONSTRUC ON T YPICA,Ut�ESS OTHERWISE NOTED.PAINT W000 MWTINS USED ON NTER OR_XTRUDED ALUM NUM USED ON DETERIORATION OR DAMAGE. REii 110RQNGBAn DEFORMED STEEL,ASTM A-615,GRADE 60. WEATHERSTR PPING-SEAL MOVEAB t COMPONENTS SUCH AS DOORS,W NDOWS,-TC. °L DOCUMENTS.PLUS PSL FOR USE IN WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR;USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRAC OR HAS THE OPT ON TO HAVE Q RE LENT.INRTLAND WELDED STEEL WIRE TYPE 11 M A 185. PRESERVAT VE PROTECT ON PRODUCT PROV DE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.'H- 'HE W NDOWS DELIVERED WITH THE EXTENS ON JAMBS NOT NSTALLED,TO MAKE IT EASIER TO NSTALL INTER OR MASTIC-SEALS A R HANDLERS DUCT CONNECTIONS AND JOINTS 6 THE ARCHITECT/ENGINEER SHALL NOT Br RESPONS BLE-OR THE SAFE'Y AND CONSTRUCTION PROCEDURES, CEMENT.PORTLAND CEMENT,ASTM C I50,TYPE OR II DESIGN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER ILEVE.CONNECTORS 0 CUSTOM S LL APRON AT MUL'PLE WINDOWS.PROVIDE SHOP DRAWINGS-0 ARCHITECT,FOR REVIEW. U_181 OR FOIL FAC-D TAPE TEMPORARY SEALS A R HANDLER.DUCTS-40T ACCEPTAB E I ECHN CUES,OR'HE=AL UJRE OF THE Bt.LDER-0 CARRY OUT THE WORK N ACCORDANCE WITH THE WATER:CLEAN,POTABLE AND NON-DETR MENTAL TO CONCRETE BE ASTM A-36,PRIMED,GALVAN ZED ASTM A-23,OR COATED WITH ZINC RICH PA NT AS NOTED IN CONTRACT OPFMfL'AELADDOOR: SELECTED BY OWNER.PR ME 8 PANT AL_S DES.PROVIDE SHOP DRAWINGS TO ARCH TECT, ACOUSTIC SEALING GUIDELINES DRAW NGS OR THE REQU RED CODES AGGREGATE.FINE AND COARSE.NORMAL WEIGH-AGGREGATES,ASTM C-33. DRAWINGS KEEP DRY AND HANDLE W TH CARE TO PREVENT DAMAGE TO BEAMS COOOD NATE W TH STRUCT FOR REV EW.GARAGE DOOR OPENER SELECTED BY OWNER. AR ADMIXTURES:AIR-ENTRAINED TYPE,ASTM C 260 AND WATER REDUCING-YPE A ASTM C-494 AL CONCRE'E DWG S. 1. AIR-BORNE SOUND WALLS,PART TONS AND-_ODR/CEILING ASSEMBLIES SEPARATING DWELLING WITS rROM 7 CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL NECESSARY PERMITS REOU RED TO PERFORM THE EXPOSED'0 FREEZ NG 8 THAWING.6%-8%.OTHER CONCRETE:2%-4%. 7YPl(ALEXTF-RiORWAIL•2x6 WOOD STUDS®6'o.C.,LNLESS OTHERW SE VOTED FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PURL C OR SERVICE AREAS SHALL HAV"A SOUND TRANSMISS ON CLASS(STC)RATING O" w C -4- TYPICAL BVTERIOR WALL.2x4 WOOD STUDS @ 6-O.C.,UNLESS OTHERWISE NOTED FURNISH AND INSTALL THE FOLLOW NG: Z WORK.SUBM COP ES 0 OWNER AND ARC-TEC. CO-NQRE7FMIX CONCRETE READY MIX.ASTM C-94,3000 8 4000 PSI COMPRESS VE AT 28 DAYS NOT LESS HAN 50(45 FIELD TESTED)FOR A R-BORNE NO SE (y 'L A VAPOR BARRIER:LOCATE PER DRAWINGS,0 M POLYETHYLENE,ASTM D 2103. NOTE:W NTERIOR FIN SH WORK S TO BE STARTED UNIT L A WATER-T GHT SHED_IS ACHIEVED yQ rt 11VTER/OR TWM.•SELECTED BY OWNER. 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT NANO SHALL BE N ATTENDANCE AT THE P�Fp�D J0hWFILLER Yz'ASPHAL-MP EL OWNER REGNATEO FLExicELL. THERMAL AND MOISTURE PROTECTION CLOSETSHELVINGA BARS:SELECTED BY OER 2 STRUCTURE-BORNE NOSE.=LOOK/CEILING ASSEMBL ES SEPARA-NG DWELL NG WITS:LRCM EAC-OTHER OR * PROJECT SITE DUR NG PERFORMANCE OF THE WORK.THE CONTRACTOR TENDENT S S CONSTRUCTION SUPER N DOVETAIL ANCHORSLOTS.22 GA.GALVANIZED STEEL. 1. FURN SH AND NSTALL THE FOLLOWING GLASSSHOWF-R ENCLOSURE&BATHMIRRORS.-SELECTED BY OWN=R -ROM PUBLIC OR SERVICE AREAS SHALE HAVE AN IMPAC INSULATION CLASS(I C)RATING OF NO LESS'-AN 50 REQU RED TO BE ON SIT-DUR NG ANY CONSTRUCTION ACTIVITY.INCLUD NG WORK BEING DONE BY FEASHINGREGI.M.GALVANIZED STEEL. BIT0HFi'N&BATTiCABWE7SVC0UNTEM.SELECTED BY OWNER (45 F ELD TESTED)FOR STRUCTURE-BORNE NO SE. .� SUBCONTRACTORS. N ADD T ON TO CONTRACT REQUIREMENTS IT S THE CONTRACTOR'S RESPONSIB L'Y TO FOUNDATION WALL FINLTH:AS CAST W TH-HE F NS REMOVED,HOLES AND HONEYCOMBING FLLED 6 FLUSH CUT 2. THE FOL OW NG SPECIF CA-ON SHAL:GOVERN W,'4 MOD FICATIONS AS SPECIFIED-iEREIN:ASHRAE HANDBOOK KrIC7EN&BATHPLUAIWNGFVMIt SB APPLi4NCM SELECTED BY OWNER. O SUPERV SE ALL CONSTRUCTION AC"V!TY AND NSPECT ALL WORK CONSTRUCTED FOR COMPL ANCE W T THE TIES.RUB W TH CONCRETE BRICK TO SMOOTH PROJECT DNS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL FLXTUREM SELECTED BY OWNER. 3 OPEN NGS AND PENETRATIONS N CONSTRUCTION ASSEMBL ES-OR PIP NG,ELECTRICAL DEV CES,RECESSED CONTRACT DOCUMENTS FLOOR SLABSMVTERIOR)FINISH.SMOOTH,STEEL-ROW-L FIN Sh. INSTAL CONTROL AND EXPANSION­­NTS NSTALL FLASH NG AND SIEE-METAL IN COMPL ANCE WITH'ARCHITECTURAL SHEET METAL MANUAL'BY DOOR HARDWARE:SELECTED BY OWNER CABINETS,BA-HTUBS,SOrF TS OR"=A NG,VENTILATING OR EXHAUST DUC S SHALL BE SEALED,L NED AS REQUITED SMACNA. MEDICZNECABINET.•MED CINE CABINET TO BE LOCATED N EACH BATHROOM(MC) SELECTED BY OWNER. NSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC RATING OF THE ASSEMBLY 9 CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR N CONTRACT DOCUMENTS TO THE ANCiiORBOLTS:Yz'DIAL(M N.)PLACED 4'-O ox.(MAX'NTERMEDIATE SPAC NG MIN MUM(2)BOLTS PER PLATE INTERIORSTAIRS:PROVIDE ALL REQUIRED STRUCTURAL ANALYS S AND DESIGN FOR SELF-SUPPOR NG WOOD ATTENTION OF THE ARC lTE'"'i'N WR-NG AND WRITTEN INSTRUCT ONS SHALL BE OBTAINED BEFORE SECTION.T MIN-ROM PLATE END 3. GALVAN ZED SHEE-FLASH NG SHALL CONFORM TO ASTM A 653/A 653M WITH Z NC COAT NG OF 1.25 OZ.PER S ARS STAIRS SHALL BE SELF SUPPORTED FROM ONE FLOOR 0`E NEXT ALL PARTS OF THE STAIR SELECTED 4 -_OOR ASSEMBLIES THAT ARE CARPE'_D GENERALLY MEET THE M NIMUM C REQUIREMENTS."_OCR PROCEED NG W T'!-HE WORK THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR T E RESLL-S OF ANY SOFT AND.20%COPPER BEAR NG,24 GA.DES GNAT ON G 90'HOP DIPPED GALVAN ZED,M LL PHOSPHATIZED BY OWNER ASSEMB IES WITH ARD SURFACE FINISHES SUCH AS TILE.WOOD OR V NY GENERALLY REQU RE ADDITIONAL ERRORS.DISCREPANCIES OR OMISS ONS N THE CONTRACT DOCUMENTS,OF WH CH THE CONTRACTOR FAILED STRUCTURAL STEEL BLUESTONE TERRACE.EXTERIOR 1/z BLUESTONE,RANDOM.RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ACOUSTICAL'REATMENT OR NSULAT ON TO ME:T THE M NIMUM C REQUIREMENTS. TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF-HE WORK. FURNISH AND INSTALL THE=OLLOWING,AS NEEDED'SEE STRUCTURAL DRAW NGS=OR MORE NFORMA-ION 8 4 NON-(REINFORCED FLEXIBL=3EACK 7ASTIC SHEET=LAS•NG 50 TO 65 MILS-H CKNESS SHAL COMP Y WM 'ERRACES AND LANDINGS,AS SHOWN ON T E S TE AND/OR FLOOR PLANS 8 DETAILS STONE TO BE SET N THEY SHALL OVERRIDE ANY DUPLICATE INFORMAT ON PROV DED ON ARCH TECTRAL DRAWINGS) THE FOLLOW NG.SHORE A HARDNESS:ASTM D-221,0,TENS LE STRENGTH:ASTM D-L 2,-EAR RESISTANCE MORTAR BED ON CURED,SLOPED CONCRETE SLAB.VER FY STONE TYPE AND PATTERN WITH ARCHITECT PR OR TO cii ASTM D-624,DIE C-.LT MA'_ELONGATION:ASTM D-4 2 LOW TEMP.3R TTLENESS:AS i m D-I 49 OZONE ORDER NG.PROV DE CONSISTENT/z"MORTAR JOINTS,COLOR a TEXTURE TO BE APPROVED BY ARCHITECT NSTAL_ 5.THE FIRST ESSENT AL FOR AIRBORNE-BOUND SOLD ON us NG ANY SYSTEM IS TO CLOSE OF.F AIR LEAKS AND/OR Z J THE CONTRACTOR AND SUBCONTRACTOR SHALL VER FY ALL D MIENS ONS AND JOB CONDIT DNS AT 7,1.YOB AGING.ASTM D-1149,iEAT AGING ASTM 0-573. CONTROL AND EXPANS ON JOINTS AS REQUIRED =L.ANK NG PATHS BY WH CH NOISE CAN GO ROUGH OR AROUND T E SYSTEM SMAL CRACKS OR IDLES W L SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK STEEL PLATESANDBARS•ASTM AF992,ASTM A-36 EXTERiORDOORANDWINDOWCISWG.CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS 8 HEADS W/X SCOT A N'CREASE THE SOUND TRANSM SS ON AT THE H GHE3R FREQUENCIES THIS CAN HAVE A DETRIfYENTAL EFFECT ON O UF RECTANGULAR STEEL TUBECOLUR S.STRUC-U'RAL COLD-FORMED STEEL,ASTM A 500,GRADE 8 5. 16 OZ COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS. NSTALL RED COPPER WHERE 8 5/4 SLOPED CAP,2'H STORIC S LL FIELD CUT 0 THE REQUIRED SIZE.REFER TO EXTERIOR VA'',:NS AND THE OVERAL ACOUS-C PERFORMANCE AND TH STC VAL PARTICULARLY FOR HIGHER ACOUSTICALLY RATED 1 CONTRACTORS SHALL MA NTA N THE PREMISES CLEAN AND-REE 0•ALL TRASH,DEBRIS AND SHALL PROTECT COLD-FORMBD.WTAL FRAMING:CSHAPED STEE_STUDS,8 GA ASTM A-446. SOLDERED JOINTS 8 SEAMS ARE REQUIRED INSTALL RED COPPER FLASH NG AT ALL DRIP CAPS,DR P EDGES AT DETAILS FOR SPEC TIC LOCATIONS OF_X ER OR TRIM. SYSTEMS.FAILURE TO OBSERVE SPECIAL CONSTRUCT ON PRECAUTIONS CAN REDUCE THE EFFEC-VENESS OF Lu 0Q: ALL AD ACENT WORK FROM DAMAGE.SOIL NG,PANT OVERSPRAY,ETC.ALL FIXTURES,EQUIPMENT GLAZ NG, STEEL PIPE:ASTM A 53 TYPE E OR S,GRADE B RAKi S AND EAVES,STEPPED AT ROOF INTERSECT ONS W TH WALLS,ABOVE XTER OR RUNNING TRIM HEADS OF MLSC,EXTERIOR TRIM:Ix TH CK CE LLI LAR PVC,AZEK OR EQUk'. x CELL-LAR PVC S EE'WHEN REQUIRED'RIM THE PLANNED SOUND CONTROL METHODS. FLOORS,`°ETC.SHALL B-LEF'CLEAN AND READY-OR OCCUPANCY UPON COMPLETION OF THE PROJECT ANQYORBOLTS.ASTM A-307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS W DER HAN IX" 5/4 THICK PVC SHALL BE USED A LOCATIONS HAT ARE ADJACENT 0 ANY WALL SIDING. BOLTS.•ASTM A-325,X'DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT REQUIRED SIZE 6 SYSTEMS SHALL BE A RTIGHT.RECESSED WALL FIXTURES SUCH AS MED C NE CAB NE S.OR ELEC`R CAL, 2 SHOP DRAWINGS ARE REQU RED=OR STRUCTURAL,MECHANICAL.-_LECTRICAL AND SPECIALIZ D RMSTALLA770M COMPLY W H CURRENT AISC CODES AND SPEC FICATIONS AND WITH AWS STRUCTURAL WELDING COTE ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS EXTERIOR RA/IJNGSANDBALUSTERS:SE"CTED BY OWNER. TELEPHONE.AND TELEVISION DEVICES,W RING.SPR NKLER PIPES,ETC,WHICH PENETRATE THE GYPSUM BOARD WORK-ROM LOW PONT TO H GH POIN' WATER TIGHT WEATHERPROOF PERFORMANCE OF FLASHING AND EXTERiORFORMCEiLLNG.VE4PESOFFiTS. x6 3ERDBOARD CELLULAR PVC,AZEK CR EQUAL CONSTRUCTION. SHOP DRAW NGS SHALL BE SUBMITTED TO T!-E ARCH]=C`FOR REV EW FOR CONFORMANCE CODE,'AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECTIONS DE-AILED IN SHALL NOT BE LOCATED BACK-TO-BACK OR N THE SAME STUD CAV TY ANY OPENING FOR SUCH c XTURES AND SHEET ME AL WORK S REQUIRED,WITHOUT RELYING ON SEALANTS. F.XTER/OR000LUMNCOVERS:HBBG PERMACAS'FIBERGLASS"OR OAD SEARING.H88G PERMAWRAP CE AR 0 WITH THE DESIGN INTENT OF THE WORK. N AREAS WHERE THE DRAW NGS DO NO'ADDRESS ME'HCDOLOGY ACCORDANCE WITH AISC REOU REMENTS FOR SIMPLE COINNEC IONS CONNECTIONS SHALL BE BOLTED OR WELDED IL -OR PIPING OUTLETS SHALL BE CUT TO t-t PROPER S ZE AND SEA ED ELEC RICAL DEVICES SHALL BE IN -HE CON'RACTORS SHAL BE BOUND TO PERFORM IN STRICT COMPL AVCE WITH THE'"ANUrACTUR-RS WELDINGELECTRODF�COMPLY WITH AWS DI.CLASS E 70 ELECTRODES PVC FOR NON-LOAD BEARING,SEE EXT ELEVATIONS=0R S ZE 8 STYE BACKPA NT METAL F-ASH NGS W TH BITJ,MINCUS?4 NT WHERE EXPECTED TO BE IN CONTACT WITH FURNISH AND NSTALL THE FOLLOW NG NSTALLED IN FULL BOXES AND SEALS WITH 4 NON-HARDEN NG SEALANT SUCH AS 3M BRAND F RE BAIi12-R SPECIFICATIONS AND/OR RECOMMENDA'DNS PRIMERPAIN►.TNEMEC 99 OR-ABRICATOR'S STANDARD RED OXIDE MPP 4S MOLDABLE PUTTY PAD OR-OVAL V) N CEMENNTI'OUS MATERIALS OR DISS MILAR METALS GYPSUM WALL BOARD: GALVANIZING:ASTM A 123 WATER-RES'L47ANT.)'i iMPER AL GYPSUM BOARD BASE ON INTER OR SURFACES OF AL_CEILINGS AND WALLS. Z 3 ALL MANUFACTURERS PRINTED WARN NGS-OR HANDLING OF PRODUCTS MUST 3E STIR C'LY OBSERVED THE GROUT:NON-SHRINK,NOWMETALL C PREMIXED GROUTING COMPOUND. 6. ALUMINUM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAW NGS OR LOCAT DNS. GUTTERS CONT � I THE ENTIRE PERIMETER OF AN ACOUS HCAL ASSEMBLY SHAL-BE MADE AIRTIGHT-0 PREVENT SOUND Q � FIRERATEDTYPE W".Y'GYPSUM BOARD ON WALLS 6 CEILINGS OF GARAGE. Q) (- WORDS"OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPEC F C MANUFAC-URER IS VOTED.PROVIDE EXECUTION:PROV DE EMPORARY SHORING AND BRACING AS REQUIRED.VO BURN NG OF HOLES DO NO _SE 'OGEE'STYLE,4X.' G x 6 W DE W/BRACKET HANGERS 0 B'O.0 DOWNSPOUTS :CNT&j.x 4.v&* Y&YEER PLASTER-ONE COAT VENE R PLASTER ON INTERIOR SURFACES 0 AL ILINGS AND WALLS.,N TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH �_ - Q PROCUCTS OF ACCEPTABLE MANUFAC-IRERS WHICH HAVE BEEN IN SA'SFAC'ORY USED IN S MILAR SERVICE CUTTING TORCHES N THE FIELD FOR CORRECTING FABRICAT ON ERRORS IN THE STRUCT.RAL=RATING. CONNECTED TO PVC ORA NS;REFER TO CIVIL DRAWINGS FOR MORE NFO ON PVC DRAINS ACCORDANCE WN i i ASTM C-587,C-754,C 844 FINISH OF PLASTER ON WALLS AND CE L NGS SHAL_BE SMOOTr- ASSEMBLY PENE i RATIONS.-EXIB E SEALANT OR AN ACOUST CAL GASKET SHALL BE JSED TO SEAL BETWEEN Q C3 FOR THREE YEARS US XPER ENI INSTALLERS W TH M NIMUM-HRE-YEARS INS-Al.ING SAID PRODUCT 71OUCH-UPPAM7 IMM D ATE I Y AFTER EREC'ON.CLEAN LD WELDS.80 T`IOMECT104S AND ABRAD D 8 READY=OR PANT. THE STC RATED ASSEMBLY AND ALL DISSIM L AR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND S MILAR u L)DEL VER,HANDLE,STORE,AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUC-ONS AREAS OF FIESHOP PAINT.APPLY PA NT 0 EXPOSED AREAS WITH HE SAME MATERIAL AS USED-OR SHOP I• ROOF SHINGLES SHALL BE ASPHAL'-FIBERGLASS COMPOSI ON T REE iAB,CONFORM NG TO U. CLASS A ACCEY4ORLIES:F BE3RGLASS MESH JO NT RE NFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL-J' SURFACES WHERE PERIMETER RELIEF S REQU RED THE SPACING AND NUMBER OF MECHANICAL"AST-NERS IS - V) PA NT NG -SE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVAN ZED MEMBERS AND'0 COVER FIRE RES STANCE.L.L.WIND RESISTANCE ASTM D3462 8 ASTM D30A TYPE W TH A MIN.30 YEAR MAI CHANNEL,CAS NG BEADS.CONTROL JO NT S•ETC AS NEEDED ALSO OF GREA'i MPORTANCt N ACHIEV NG A LIS ED STC OR IC RAT NG. LL O 0 4 ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTR-C-DNS REFERENCED IN THE CONTRACT AND PRO ECT FIELD WELDS N GALVANIZED MEMBERS. WARRANTY COLOR AS SELECTED BY ARCHITECT.SH NGEES SHALL BE NSTALLED PER MANUFACTURERS CERAMICTI E:CERAMIC TILE.MARBLE T LE 8 ACCESSOR ES COMPLYING W Tr!TILE COUNCIL OF NORTH AMERICA -4- INSTRUC'DNS.PR OR TO INSTALLING SHINGL=S,INSTALL GRACE'ICE 6 WATER SHIELD'OR APPROVED EQUAL, INC N COLORS AND PATTERNS SELECTED BY THE OWNER=ROM STANDARD COLORS AND PATTERNS OF THE u " DCCU1EN"S SHAL BE T-E LATEST EDITION. QIiALITYCONTROL NSPECTION OF F ELD WELDS SHALL BE IN ACCORDANCE WITH AW5'STRUCTIRAL WELD NG SELF 4D`EKED.RUBBERIZED ASPHAL'SHEET UNDERIAYMENT AT ALL RIDGES,EAVES,RAKES.VALLEYS,HIPS, APPROVED MANUFACTURER.MANUFACTURER TO BE AMER CAN GLEAN FCR CERAMIC TILE AND MARBLE"EC NICS 8 PERIMETER SEALS IN WALL ASSEMBLIES. IN ORDER'C BE EFFECT VE;:OR THE LIFE OF-HE BOLDING,SEALANTS LLJ _ CCDE INSPECTION OF F ELD ASSEMBLED BOLTED CONNEC IONS SHALL BE IN ACCORDANCE W T SEC'ON 6.4/5C ROOF TO WALL NTERSECE OAS,AROUND ALL ROOF PRO.JEC-DNS.AND ENTIRE ROOFS THAT ARE FLATTER MUST 3E RESIL ENT AND NOWHARDENING STANDARD WEATHER CAULKING S JNSATISFACTORY AS 4V a- LTD.FOR MARBLE TILE OR EQUAL. NSTALL IN COMPLIANCE WITH PER`VENT RECOMMENDATIONS CONTAINED IN Z (n Z LL 5 NE CON RAC TOR SHAL-MAKE VO STRUC ORAL IANGES WITHOUT W tl'TEN APPROVAL OF HE ARCH =CT -HAN A 3.12 SLOPE DIRECTLY TO ROOF SHEATHING.NSTALL ICE 8 WATER SHIELD'=ROM THE EDGE OF T E H ACOUSTICAL SEALANT 5 NCE IT TENDS TO HARDEN OVER ME.'LAC=MENT OF H-SEALANT SCR CAL f t ENGINEER ROUGH CARPENTRY -E zoos T LL COUNCIL OF AMERICA HANDBOOK FOR CERAMIC TILE INSTAL-A-oIN'AND MANLFAC'URERS 0 AL_WOODS AND WOOD CONSTRUCT ON SHALL COMPL'WITH SPECIFICATIONS AND CODE MIDDLE CAT DNS AS ROOF TO MIN MUM 24 NSIDE THE EXTER OR WALL.LINE INSTALL PER MANiJF INSTRUCT DNS. INSTALLET ON INSTRUCT ONS.ALL WALL 8 CEILING TILE TO BE NSTALLED ONY'REIN CEMENTITIOUS BOARD. PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE SIDE OF AN ASSEMBLY AND THE li= HARDWOOD FLOOR:PRE-FINISHED AND INSTALLED PER MANUFAC IRERS NSTRUC'IONS MATERIAL TO BE T&G 'HER,WHICH REDUCES THE POTENTIAL FOR=ANKING NOIS°TRANSMISSION.'E PREFERRED PROCEDURE S SPEC PIED HEREIN: � j;, 6 CONTRACTOR SHALL PROVIDE.PAY-CR AND MAINTAIN.BUT NOT BE L MITED TO.THE"OLOWING SERV C_S A. AMERICAN INSTITUTE OF MBER CONS-RUCTION:STANDARDS MANUAL 8 WALL S DING SHAL BE HORIZONTAL''•IARDIE PLANK'-AP SIDING W'H 511V EXPOSURE COLOR AND i YPE SHAL N2 OR AS SELECTED 3Y OWNER. 0 INS AL._THE GYPSUM WALL BOARD WITH A M NIMUM/l.GAP BETWEEN T E ADJACENT CE VG GYPSUM PANEL u __j i1J DURING CONSTRUC ION ROW-R,M-TER NG,TELEP ONE,FAX.CONS RUC ON EQU PMENT,DEWATERING AND B NATIONAL FOREST PRODUC-S ASSOCIATION.NAT ORAL DES GN SPECIFICA'ONS FOR WOOD CONSTRUCT OV BE SELEC-ED BY ARCHITECT INSTALL OVER 15#3U LD NG PAPER OR TYVEK HOUSEWRAP. INSTALL PER VINYL TFLUOR:COMPL ES WITH FEDERAL STANDARD -S L---475,TYPE I GRADE'A'-T-CKNESS 080 AND ALSO A`THE SUBF_OOR SEAL AN SHOULD BE APPLIED'0 FILL THE PERIMETER GAP BETWEEN THE w Q -_ PUMP NG,HEAT NG LIGHTING AND ACCESS CONTRACTOR SHALL PROVIDE,BUT NOT BE JMITED TO,THE C. SOUTHERN PINE INSPECTION BLREAU:STANDARD GRAD NG RULES FOR SOUTHERN P NE LJMBER MANUFACTURERS NSTRUCTIONS SHEET WIDTH 6-T. INSTALLED PER MANUFACTURERS NSTRUCTIONS.MATERIAL TO BE T8G'x2'OR AS SELECTED GYPSUM WALE BOARD AND THE SURROUND NG F-OCR•WALL AND CEILING COMPONENTS CAULK NG SHOULD NOT 0 V) 0 FOL OWING SECUR TY AND PROTFC AON:FIRE-XT NGUISHERS,BUILDING ENCLOSURE AND OCK-UP, D TRUSS PLA E INSTITUTE-DESIGN SPEC FICATIONS-OR LIG T METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE'LACED BENEATH THE SILL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY ENVIRONMENTAL PROTECTION,PEST CONTROL.SNOW AND CE REMOVAL CONTRACTOR SHALL PROV DE (TP-74). 9 INS-ALL WATERPROOF NG 8 PROTE. ON BOARD TO ALL BELOW GRADE,EXTERIOR SURFACES OF CONCRETE RL'4ILL&WFLOOR:INSTALLED PER MANUFACTURERS NS-RUCTIONS.AS SELECTED BY OWNER. SANITARY-ACIL T ES,DRINK NG WAT R.CLEANING AND RUBBISH DISPOSAL E. AMER CAN PLYWOOD ASSOC AT ON GLIDE'0 PLYWOOD FOR FLOORS,PLYWOOD SHEATH NG FOR WALLS AND FOUNDATION WALLS THA-SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASF1'ENT SLAB ASTM D-5385 C4RPETFLOOR.INSTAL TALL ED PER MANUFACTURERS INSTRUCT ONS.AS SELECTED BY OWNER. 9 NSULAT ON INDICATED TO BE PROV DIED N A WAL ASSEMBLY SHA L Bi THE SAMI D,PTH AS TH WALL STUD ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK S COMPLETE.FOR CONTINUOUS SEAL PAINT.•INSTALLED PER MANUFACTURERS INSTRUCTIONS.AL -XTER OR AND NITER OR SURFACES SHAL RECEIVE F AMER CAN WOOD PRESERVERS ASSOCIATION S ANDARDS INSTALL PER MANUFACTIR R5 INS RIJC IDNS c F FRAMING.UNLESS OTHERW SE REQU RED BY COLS,REGULAR UN-FACED GLASS FIBER OR M NERAL WOOL 7 CONTRACTOR SHALL PROVIDE THE FOLLOWING.'R OR TO SUBSTAN`AL COMPLE'ION PUNCH L ST (1)PRIMER COAT AND(2) IN SH COATS,EXCEPT COLOR COORDINATED FACTORY F NISH SURFACES.TOP 8 BOTTOM L_ OF ALL DOORS TO BE PAINTED. ALL PAINT SURFACES SHALL BE CLEAN PR OR i0 PANTING APPLICA ION MAY BE NSULAT ON IS ACCEPTABLE.DO NOT OVERSTUFF THE NSULAT ON,A5 THIS WIL REDUCE THE ACOUST CAL O SUPPORTING DOCUMENTATION,WARRANTIES,CERT F CATIONS,OCCUPANCY PERMIT.S'ART-UP AND TESTING OF 2 ALL STRUCTURAL_UMBER SHALL BE STAMPED N ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER 10. SINGLE PLY EPOM MEMBRANE ROOF NG,60 MILS TH CK."ULLY ADHERED,SURE-SEAL DES GN A BY CARL SL_OR BY BRUSH,ROLLER OR BY SPRAY IF PA IN IS SURFACFORMIUAES FOR SPRAY APPLICATION INTER CR PANT SIGN BE PERFORMANCE OF THE ASSEMBLY. BUILDING SYSTEMS.CHANGE OVER OF MOCKS AND RELEASE OF LIENS CONTRACTOR SHALL PROV DE-FIE CONSTRUCTIONS'CONS RUCTION MANUAL M.A.B.OR APPROVED EQUAL.READY-KXED PAINT SHALL\OT BE TH NNED,EXCEPT AS PERM TIED N THE APPROVED EQUAL. INSTAL._PER MANUFACTURERS NSTRUCTIONS FOL OWING,PRIOR 0 r NAL ACCEPTANCE r NA PAYMENT REQUEST W T SUPPOR NG&_';;�AVI S AND 0.RES L ENT ME AL COMPONEN S:REST LENT C'ANNEI S SHALL BE D ETRICH RC DELUXE RCSD.RES LIEN' 3 ENG VEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM LV AND PARALLAM PSL PRODUCTS APPL CAT ON INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAINT MANUFACTURER FOR COMPLETED PUNCH L ST 11 FLEXIBLE.100%WATER-BLOWN OPEN 8 CLOSED C POLYISOCYANATE SPRAY FOAM NSULATION.F SERGLASS PROPER PAINT AND PR MER TO BE US-_D ON CELLULAR PVC. ALL NAIL HOLES 8 ROUGH-INISHED WOOD TO BE FILED CHANNELS POSSESS A SPRING ACT ON TO DECOUPL.E AND ISOLATE THE COMPONENTS THEY CONNECT,WH LE BY STRWEYESSES AND E PRODUCTS BY OTHER MANUFACTURERS MAY O SIBS i TOTED PROVIDED AL OWABL- BATT NSULAT ON,DEPT DETERM NED BY STUD OR JO ST INS AL JUS BEFORE GYPSUM BOARD AND AFTER Y SITE WORK STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED AND SANDED BEFORE APPLY NG PR MER OR PO.URETHANE.LIGHTLY SAND BETWEEN COATS. PROVIDING THE STRENGTH 0 F RMLY S..1'POR THESE COMPONENTS.A CONCERN N"HE INSTALLATION OF ^` ROUGH ELECTR CAL AND PLJMB NG INTER OR WALLS REQU RING SPRAY FOAM WILL NEED ONE S DE TO HAVE SPECIALTIES:K TC EN ACCESSORIES.BATH ACCESSORIES.r REPLACE r-ARDWARE 8 MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RES LIENT CHANNELS S THE LENGTH OF'HE-AS TENER AND THE PLACEMENT OF THE VJ PERFORM ALL WORK N-,i S SECTION IN CONFORMANCE W TH THE FINAL SOILS COMPACT ON,GEOLOGICAL t. DES GN.FABRICAT ON AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BE N GYPSUM BOARD INSTALLED PR OR"'SPRAY NG INSTAL-T•E FOLLOWING PER MANUFACTURERS INSTRUCT ONS: SCHEDULE AND SPECIFICATIONS ALL TEMS TO BE NSTALLED PER MANUFACTURERS NSTRUCTIONS. FASTENER. THE FASTENER SHOULD NO EXTEND INTO THE STUD OR JO ST.THUS SHCRT NG OUT THE Z REPOR S AND APPROVED S TE GRAD NG PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT. N THE ACCORDANCE WITH T.-IE FOLLOWING STANDARDS AND SPECIF CAT IONS. EXTER/OR WALLS R-21 OPEN CELL SPRAY CAM RES L ENCY OF THE SYSTEM AN EFFEC'VE NSTALLATION TEC4N QUE S TO PLACE SCREWS ONLY BETWEEN ABSENCE OF THE NECESSARY SUBSURFACE SURVEY-HE CONTRACTOR SHALL HIRE A_ICENSED SOILS A. SUPPLEMENT I 0 ENGINEER NG BULLET N#SE 266.DATED 4 19 60 OF A S.DIVISION FHA 1 4 61. ROOFS,EXPOSEDCEILLN"CANTILEVERS,OVERHANGS:R 38 OPEN C L 'X'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STAGS OR JO STS.THE GRAPNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND TAUS A M NIMUM/� ENGINEER'0 INVEST GATE THE SITE AND SUBM'A REPORT OF TH S WORK TO THE ARC'T=CT IF A e. NTERNATIONAL CONFERENCE OF BUILD NG OFF C ALS REPOR *TAIL 5,DATED 9 b 86 BARB ER I THE BUILDING THERMAL ENVELOPE SHALL BE DURABL SEALED TO_IMIT A R NNFILTRATION THE SEALING C EARANCE BETWEEN I`AND THE AD ACENT ASSEMBLY IS REQU RED -HE RESILIEN-Cr ANNE SHALL BE x DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPAC'Y EXISTS CONTRACTOR SHALL NOT PLACE -DAM C. DESIGN SPEC FICATIONS FOR L GHT METAL PLATE CONNECTED WOOD TRUSSES.T 0 170 BAND lOLSTS R-21 OPEN CELL SPRAY-DAM `METHODS BETWEEN D SS MILAR MA I R ALS SHAL AL OW FOR DIFFERENTIAL J NSTALLED PER MANUFACTURERS NSTALLA'ON INSTRUCT DNS. (PANS ON AND CONTRACT ON w O RAIlOLTTS R-38 CLOSED CELL SPRAY . FOUNDATIONS W T40lJT WR'TEN INSTRUCT ONUS FROM THE ARCHITECT/..NGINCEER 5 FOR TRUSS CHORD AND WEB MEMBERS.PROVIDE DIMENSION LUMBER OF ANY SPEC ES,GRADED V SUALL'OR GARAGECEIIlNG.•R 30 OPEN CELL SPRAY FOAM MECHANICALLY•AND CAPABLE OF SUPPORTING REQU RED_GADS WITHOUT EXCEEDING ALLOWABLE DES GN OPEN NGS AND PENETRATIONS N THE BU LD NG ENVELOPE SHALL BE SEALED W T CALKING MATERIALS OR I•PIPES AND ELECTR CAL CONIxI'S SHALL BE CONCENTR CALLY?LACED W T-N THE WALE AND FLOOR/CE'L NG O PARTYSEPARATTONWALL•3/z'FIBERGLASS 3A:T A •NLAT�ON - • PRESII•PT VE SOIL BEARING CAPACITY IS 2000 PSF ON JND STUBBED SOU", AL CONCRETE FOOTINGS SHAL VALUES ACCORDING TO AFBPA S-NNA'INAL DES GN SPECIFICATIONS FOR WOOD CONSTRUC'ON'AN)I'S OSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND CL _OCATIONS ' FD2ES717P:ROCK WOOL OR THERMA FIBER TO ACHIEVE RATING ASSEMBLIES,UNLESS 0 HERW SE REQU RE:PER F RE AND OTHER CODES. � = Co . I BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.807rdMS OF=00TINGS SHALL BE 3'-6 BELOW F NISH 'SUPPLEMENT'. GARAGESEPARATTON IIII R 2 FIBERGLASS BATT JOINTS AND SEAMS SHALL BE SEALED N THE SAME MANNER OR TAPED OR COVERED W TH A MO STORE - A l TRADE(MIN I UNFTIVEHEDVFINiSHEDBASEMEVTSEPARA770NWALL.R 15 FIBERGLASS BATT VAPOR-PERMEA13LE WRAPPNG MATERAL.SEALING MATERIALS SPANNNIS JOINTS BETWEEN CONSTRUC-ON 12.REFER TO OTHER DRAWINGS,DE LL A-S AND SPECIFICATIONS FOR ADDITIONAL NFORMA ON PER'ALNING TO WA N W ILI 6 FOR DESIGN LOADS REFER TO STRUCTURAL DRAW NGS UIVEMLSHEDBASEMENTICE.11lNG.R 30 FIBERGLASS BATT MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACT ON OF THE CONSTRUCT ON MATER ALS. AND-LOOK/CEILING ASSEMBL ES. u � ^ 3 NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BE-OW THE FOOTING IS GREATER THAN HALF THE UNLESS O-HERW SE NO-al).FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DES GNED BY FLVAU EDBASEMEN'CERMG.R-30 OPEN CELL SPRAY=DAM. z /1/ Lo HORIZONTAL D STANC-FROM THE NEAREST EDGE OF"HE-COT% A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABR CATOR TO CARRY THE LOADS FINLS W PEBl fMAlASEMFMWALL.R-4 CLOSED CE_L SPRAY-OAM. 3. OUTDOOR AIR INTAKE AND EXHAUST OPEN NGS NTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED L3.THE FOLLOW NG ITEMS SHALE BE CAULKED GASKETED,OR OTHERWISE ACOUST CALLY TREATED.WHERE L� ^' NDICATED ON DRAW NGS W N PARAMETERS LISTED MUDUSi J_FOAM SILL SEAL=R BETWEEN ALL EXTERIOR WAL_MUASIL_S AND CONCRE-E FOUNDATION WAL_ W'H NOT LESS THAN A CLASS MOTOR ZED,LEAKAGE RATED DAMPER W TH A MAXIMUM LEAKAGE RATE OF 4 OCCURR NG AT DWELLING WIT SEPARAT ON WALLS,CORR DOR WALL S AND FLOOR/CE NG ASS-MB CS ^` `A�0 L ALL BACKFIL A!STRUCTURES,SLABS,STEPS AND PAVEMENTS SHAL BE CLEAR GRANULAR FILL PLACE N DOORSAND WINDOWS.-CONTINUOUS, OW EXPANSION FOAM SEALANT A-ALL PERIMETERS,ADJACENT-C CFM PER SQUARE FOOT WHEN-ESTED IN ACCORDANCE W TH AMCA 500D GRAV TY DAMPERS ARE PERMITTED VJ o., 8 SHOP DRAW NGS.SIGNED AND SEALED BY A PROFESS ONAL ENG NEER REGISTERED N'HIE STATE OF PROPOSED FRAMINC NOTE.DO NOT FILL ENTIRE VOID,'0 PREVENT FRAME DISTOR-ON APPLY MINIMUM AMOUNT OF T 8 LAYERS AND COMPACT TO 95%MAX MUM DRY DENSITY DETERMINED IN ACCORDANCE WI'H ASTM Q-1557 ^' CONSTRUCT ON.SHALL BE SUBMITTED TO THE ARCH T-CT FOR APPROVAL PRIOR TO FABR CAT ON SHOP FOAM REQUIRED TO AIR SEAL GAP TO BE USED JN BU D NGS LESS THAN THREE STORIES IN HEIG T ABOVE GRACE STAGGER 8 OVERLAP JO NTS N MULT-LAYER GWB WALES 8 CE L NGS = � � `�1 BUILDING SITE S-AL BE KEP DRY SO THA EROSION WIL NO OCCUR N THE rOUNDATIONS. DRAWINGS SHALL INCLUDE-HE FOL OW NG TEMS: /c SEALANT JOINT AT GWB TO SUBFLOCR 8 CEIL NG AT DWELLING UNIT SEPARATION WALES � V r'� A.DRAFTED PLAN LAYOUTS IDENT FYING Al-TRUSSES. Z 4 VESTIBULE DOORS THA`SEPARATE,CONDIT ONED SPACE FROM -E EX'ER'OR SHALL BE EQUIPPED WITH � J 12 JC N-SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PRODUCTS AND SELF-CLOSING DEV DES. A.SEALAN-JOINT AT GWB i0 SlBFL00R 8 CEIL NG GWB 70 DOOR--BANES AT CORRIDOR WALES 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHA BE FREE OF CLAY,ROCK OR GRAVE LARGER THAN 2"N e. CALCULA_r DNS FOR LOAD DETERM NATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERW S) APPL CAT ONS INDICATED AND TO THE FOLLOWING SPECIF CAT ONS:ELASTOMERIC SEALANT ASTM C 926, FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORR DOR WALLS 8 SEAL A BO--OM OF DOOR ii AN•D REC-CN,DEBR S.ORGANIC MATERIAL.WASTE AND FROZEN MATER ALS PLACE N 12'LAYERS AND AND/OR POINT LOADS. SOLVENT-RELEASE-CURING SEALANT.ASTM C-804._4TEEX SEALANT ASTM C-790,ACOUSTICAL SEALAN- ELECTRICAL PANEL SHALL NOT BE LOCATED ON W T SEPARATION OR CORR DOR WALLS = =) Iv COMPACT-0 90%MAX MUM DENSITY IN ACCORDANCE WITH ASTM D 55' C TRUSS CONFIGURATION DRAWING GIVING STRESSES ON AL_MEMBERS.REACTIONS AT SUPPORTS AND ASTM C-919 INCLUDE BACKER ROD AS NEEDED.SEALANT SHALE PROVIDE PERMANENT,DIRT GHT, 5 RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEAL_-D TO_IMIT A R SEAL EXHAUST VENTILATION DUCT JO NTS AND SEAMS WITH MASTIC STRESSES ON ALL MEMBERS INCLUDING PLATES. WATERRR00-SEALS WITHOUT FAILURE. _EAKAGE BETWEEN CONDI ONED AND UNCONDIT ONED SPACES RECESSED LUMINAIRES SHALL BE C-RATED SEAL WIR NG PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS .� 6 AL SLABS ON GRADE SHALL BEAR ON M~GRAN CAL Y COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9 HANGfRS,FRAM NG ANCHORS AND FASTENERS:PROVIDE AND INSTAL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS AD LABELED AS MEETING ASTM E 263-OR AIR TIGHTNESS RECESSED LUMINAIRES SHALL BE SEALED WITH SEAL ELECTRICAL/CABLE/PHCNE BOXES-0 GWB WITH PUTTY PADS OR APPROVED EQUAL .1 3000 PSF. THE TYPE ND CATED AS REQU RED.NAILS TO BE THOSE FURNISHED BY MANUF I REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS-OL OLDS ACTURER FOR THE SPECIFIC A GASKET OR CAULK BETWEEN T E OIJSING AND N ER OR WAL OR CEI LNG COVERING. SEAL WIR NG INTO ELECTRICAL BOXES 8 RECESSED LIGHT HODS NG TO GWB %, EUSE NA lS SHALE BE FULLY DRIVEN IN ALL HOLES N THE ANCHOR MANUFACTURER TO BE'SIMPSON OR PROV DE FIRE RES STANCE RATED COVER AROUND RECESSED LIGHT NG-IOUS NG N 7 BACKF LL SHALL BE BRO..G-T UP EQUAL_Y ON EACH SIDE OF WALLS.DO NOT BACKF LL UNTIL WALLS HAVE APPROVED EQUAL CONFORM NG TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. UNDERWRITERS LABORATOR ES INC. BUILDING MATERIALS D RECTORY 6. THE FOLLOW NG SHALL BE CA KED,GASKETED,WEATHERS RIPPED OR OTHERWISE SEALED WITH AN A R ANCHORS SHALL BE CALVANIZED. I). NAT ONAL FIRE PROTECTION ASSOCIA-ON:PAMPHLET#80 S ANDARD FOR F RE DOORS AND W NDOWS SEAL PLUMBING PIPES AND VENTS THROUG TOP AND BOTTOM PLATES OF STUD WALLS ::URED AND ARE PROPERLY BRACED c. NAT OVAL WOODWORK MANUFACTURERS ASSOC AT ON S.1078.W000-_USH DOORS. BARR ER MATER AL,SUITABLE FILM OR SOLID MATERIAL ROCK WOOL AND F BERGLASS BATT INSU-ATON ARE SEAL PLUMBING PIPE PENETRATIONS THROUGH GWB � NOT ACCEPTABLE AS AN A R MARK ER MATERIAL. - '^ 0 AL EADERS AT BEARING CONDITIONS SHAL,BE SIZED AS SHOWN ON DRAWINGS D AIR LEAKAGE:ASTM E283. PROV DE GYPSUM BASED UNDERLAYM=NT BENEA TUBS AND SHOWERS t L J 8. REMOVE ALL EX STING FOUNDATION WALLS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDAT ONS E WATER RESISTANC- ASTM-33. SEAL TUB AND SHOWER DRA NS TO SUBFLOOR 8 SHOWER ENCLOSURE-0 SUBFLOOR AND WALL x N I AL_-EADERS AT NON-BEARING CONDI DNS SHAL_BE SIZED AS ND CATED N'-E FOLLOWING TABLE.C,NLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AIR INF LTRA ON STANDARDS OF THE 9 2 A R SEAL THE FOLLOW NG LOCATIONS BEFORE NSULATION: SEAL SHOWER HEAD-0 TILE OR SHOWER SURROUND 9 EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3-0 BEYOND NEW FOOTING LINE. OTHERW SE NOTED: AMERICAN NATIONAL STANDARDS NSTITUTE ASTM E283 73 W T A PRESSURE DIFFERENT AL OF 1 57 LBS PER MUDS LL TO FOUNDATION 8 RIM JO ST TO MUDSILL 8 TOP PLATE TO R M FOIST Z_ PROV DE SEALANT AT F RE SPRINKLER HEAD ESCUTC EONS TO GWB SOFT,8 SHALL BE CERT F ED AND LABELED. SURF OOR SHEATH NG TO RIM JOIST BETWEEN CONDF ONED SPACES SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR 0 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SO L EROS ON OF S-EEP BANKS DURING OPENING S ZE HEADER SIZE 3 GLAZING IN DOORS AND W NDOWS SHAL_BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILD NG CODE. SUBFLOOR SHEATH NG T8G AND SQUARE EDGE..0 NTS SEAL RECESSED HEATERS PTACS)TO GWB CONSTRUCTION WHEN NEW CONSTRUCT ON IS COMPLETE.THE GENERAL CONTRACTOR SHAL REGRADE UNTO 4'0' (2)2x6 L EGRESS WINpOWS ON SECOND F.OOR MAY NEED L6^'II 1 ING DEVICES THAT HAVE RELEASE MECHANISMS PARTIT ON WALL STUDS AT EXTERIOR WALL INTERSECTIONS 4'-0'TO 6'-0' (2)2x8 F INSULATE DUCTWORK LOCATED W THIN FLOOR/CE LING ASSEMBLIES - DISTURBED BANK AREAS BACK TO NA-URAL STATE AND REPLANT SUTABLE VEGETATON TO PREVEN' TO ALLOW.=OR EMEF RGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB tz EROSION. 6-0'TO 9'-0' (2)2x10 5. BUI DING ENVELOPE FENESTRATION MAXIMUM U-FACTOR 8 SHGC REQU REMENTS: DROPPED CEILINGS,SOFF TS AND CHASES FIXED FENESTRATION U-FACTOR.0 38,OPERABLE FENESTRAT ON UfACTOR.0.45,ENTRANCE DOORS SEAL_K TCHEN AND BATH EXHAUST FAN-+OUS NG-0 GWB x 2. PROV DE MEMBER UNDER ALL INTER OR PART-DNS RUNNING PARAL EL TO FRAMING.PROVIDE SO D BI OCKING ATTIC SHOWER KNEE WAL.E SAND JOIST CAVITIES UNDER ATTIC O E R DRAM SEAL CLOTHES WASHER VALVE/DRAIN BOX 8 DRYER EXHAUST BOX SEALED TO GWB FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS.THAT UNDER ALL POINT LOADS AND COLUMNS. UfACTOR 0 77 SHGC PF<0 2=0 40.SHGC 0.2<PF<0.5E 0.48 SHGC PF>0.5E 0.64 TLD/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRAINS TO SUBFLCOR x 40 ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED CLEAR AL VEGETAT ON FROM THE AREA ON SKYL GHTS U-FAC OR 0 50 8 SHGC 0. MASONRY FIREPLACE TO SUBFLOOR SEAL BU_T IN CAB NETS TO GWB 13 FURNISH AND NSTALL THE FOLLOWING- 6. CONTRACTOR MUST INS-ALL ALL WINDOWS AND DOORS PER MARV N SPECIF CAT DNS.W00D-..L'REX FASTEN CE L NG MOLDING TO WALL ONLY PROV DE SEALANT JO NT AT CE UNG THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED SCRAPE ELECTRICAL SERVICE PANEL ON EXTER OR WALL OR TENANT SEPARATION WALES 4 • INS-ALLATION FOR NEW WOOD FRAME CONSTRUC ION DATED 5-22-7 INTEGR TY OUTSWING FRENCH DOOR FASTEN WALL BASE MOLDING TO WALL ONLY:PROVIDE SEALANT JOINT AT FLOOR AND STOCKP t ALL TOPSO L THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCT ON AND STORE ON S TE HVAC DUCT JO NTS AND SEAMS SEALED WITH MASTIC 8 REGISTER BOOTS SEALED-0 SUBFLOOR x LiGHTFRAM/NGLUMBER:ALL TOP AND BOTTOM PLA'ES,WALL STUDS SHALL BE OOUG FIR LARCH STUD GRADE WOOD ULTRFJ(SER ES NSTALLATiON INSTRUCT IONS DATED 7-25-i7 WINDOW ROUGH OPENING PREP 9--LASH NG PROV OE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE IN APPROVED OCAT ON OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM F R NO.2 OR BETTER.FINISHED 4 SIDES,19%MAXIMUM METHOD A-1 MEMBRANE DRAINAGE SYSTEM DATED 2-22-4 EXHAUST VENT LATION DUCT.OINTS AND SEAMS SEALED WITH MASTIC ? MOISTURE CONTENT,2 NOM NAL N TH CKNESS AND 4'NOMINAL(OR GREATER)IN W OTH.COMPLY WITH INDUSTRY 7 FURN SH AND INSTAL,THE FO I OWING- WIRING 8 PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALES SOUND CONTROL MATER AILS.USE A COMB NATION OF THE FOLLOWING: 2 FURNISH AND INSTALL,IN AL AREAS DISTURBED BY CONSTRUCTION ACTIV T ES AND ANY AREAS INDICATED ON STANDARDS,AITC 105. WIRING NTO ELECTRICAL BOXES CAULK-SEALS GAPS LESS THANYZ WIDE x THE SITE PLAN,L CLEAN LOAM AND GRASS SEED.COORDINATE W TH ALL OTHER SITE WORK MEATBDLUMBER:SOUTHERN YEL OW PINE.#1 GRADE WI-H PRESSURE PRESERVAT VE.TO BE USED FOR ALL PRE HWGINTERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT NON-HARDENING SPRAY FOAM F CA CA LARGE GAPS AND SMALL HOLES _ EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND TO BE USED FOR EXT WD STANDARD ANS/AHA 35 4 982 AND NWWDAI 1 86,SEC 3 73(B) MANUFACTURER MASONITE CORP OR ARCH TECT A R SEAL THE FOLLOW NG LOCATIONS AFTER GYPSUM WALL BOARD(GWB)NSTALLATION BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS 3. FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOT NG. LUCK SLEEPERS SLAB FLOOR SLEEPERS AND,EXT.WALL MUDS LLS. APPROVED EQUAL.S ZES AS IND CATER ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCH TECT AND/OR Y�SEALANT A-GWB"0 SUBFLOCR AT EXT WAL S AND NAN i SEPARA-ON WAL!S BLOCRINGANDNA/LERS:DOUG FIR LARCH STIR GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE GASKETS NEOPRENE,RUBBER.FOAM SURROUND PIPE WITH CRUSHED STONE AND F LTER FABRIC AND AL OW FOR PROPER INSTALLATION W TH OWNER.FIRERATED:FERN SH AND NSTALL AT GARAGE-TO-HOUSE DOORS TO ACH EVE 20 MIN.F RE RATING: DOOR FRAMES 8 WINDOW FRAMES TO GWB AT EXT WALLS AND CORRIDOR WALLS MOUNTED ITEMS,SUCH AS,CASEWORK,SHELV NG,HANDRAILS,RA UNGS,BATHROOM ACCESSOR ES.PROVIDE INC-UAE GASKETS. RESHOLDS.ETC FOR UL TESTED ASSEMBLY DOORS SHALL SELF-CLOSE. ACOUST CAL SOUND MAT MEMBRANE ADJACENT DRAINAGE MAT/WATERPROOF NG ON FOUNDATION WALL.FURN SH AND INSTALL DRAIN P PE, F RE-BLOCK NG AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB GYPSUM BASED WDERLAYMENT AT WOOD$UBF OORS CLEANOUTS,ETC.,AS NECESSARY 8 DRAIN SYSTEM BY GRAV TY AS SHOWN ON C V L DRAWINGS PLYWOODSUEIFLOOR APA RATED k'ADVANTEK,TONGUE AND GROOVE GLUE 8 NAIL.ADHES VIES CONFORMING EXTERIOR DOOR:MANIFAC'URER MARVIN INTEGR T'WOOD-U_TREX,SHALL HAVE INTER OR FAC'ORY-PR MED ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SULBF-OOR SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES WOOD WITH F ELD-APPL ED PAIN FIN SH.EXTER OR W TH FACTORY-WED EXTERIOR PAINT FIN SH.PROV DEB - WITH PERFORMANCE SPEC FICATION AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STAIRS SEALED WITH WEATHERSTRIPP NG ON COVER ROOF'SM4771ING.APA RATED V EXTERIOR GRADE.PROVIDE PANE_.C_IPS AT M D SPAN FOR SPANS GREATER INSTALL CORROS ON RESISTANT HARDWARE SUITABLE FOR COASTAL ENV ROMMENT SALT WATER SPRAY VER FY RECESSED L GHT HOUSING TO GWB RESILIENT CHANNELS D ETRICH RC DELUXE RCSD ? THAN 24'o C WITH OWNER/ARCHITECT FOR SELECT ON 8 F NISH OF HARDWARE 8 DOOR ALUM NUM PAINT COLOR PRIOR TO SOUND SOLATION CL PS USED WITH METAL FURRING CHANNE_S WALL SHEATHING APA RATEDYz CDX PLYWOOD OR'(e OR ENTER STRAND BOARD(OSB) ORDERING VERIFY ACTIVE PANE S ON DOUBLE SW NG DOORS,PRIOR TO ORDERING PROVIDE SHOP DRAW - DRAWINGS TO RECESSED WAL HEATERS(PTACS)SEALED 0 GWB GYPSUM WALL BOARD(GWB) ARCH TECT FOR REV EW. HVAC GR LLE AND DIFFUSER AND VENTILATION GRILLES AND NLETS TO GWB V BRAT ON ISOLAT ON DEVICES r "ll 313.17 G312.42 G311.^5 G31i.83 5'' FLI 307.67 G 306.92 G 305.75 G 306.33 55 O 53 C l FLI''97.1 7 'rli 301.67 G 300.92 FLI 294.67 G 296.42 G 300.33 A SIGNAGE: F L 1 291.67 FL1W/ .67 29 G 249.75 O 57 56 CI C2 2 3 XI- SALES OFFICE t W/o 291.9.1 G O C l C2 A � O 0I :t2-SALES PARKING G=9G.9^ X3-SALES PARK VG-r, O O D R C2 /� CLUSTER IN F X4-SALES PARK;NG o3 X5-SALES PARKING 64 gR X6-DO NOT ENTER. CLUSTER X Grog C���V der. Z Z L o E ro <'-DO NOT ENTER BR R Y NLAA(9 B j °7 D L CLUSTE _ KEE LANE !^ ~y~ ¢a �q TER AA CLUSTERZ HONEYSOC gate c YL " ��� °o �� CLUS B CLUS A Z R �'- rG'312.42 OU s r N TEk CLUSTER CC O f L!305.67 Z V �- 0 gate to be to ce G 304.9^ oe U locked of all hainlink g L r- times ^2 cv+ m i5 ZL 31 FLI 312-17 choinlink f70 ence ,84 O FL 1 Q94.6i 0 B R M j 3 Y R O G 311.42 'C o� gar n ,7 G_.3.33 D 3 O� G. n c BL M „O F i s.67 92 0 �i �r '�' •1 A JG05.92 nFli^_93.0% O gR Z "' r ZL -9•TJ/O r 10 C Z y FLI311.17G 3!0.4_G_9^.9^ O C 1 y > A ZR 1$n306.67. 305.9 r1 O - 305 _ o rC2 YLO ° `�'' m AU Z FL 1 310.17 !g rn m y -t 1'Q4 0' DR D , FL 1 295.67 s(i A ;v , o^,'dl0 4 8 p "' O �o O >>OS _ m 5 p b G3G9.4- G 293.92 O 3 N A G_•4.33 305.' '' I� ' Z Z C 2 m Irnk tenCe r thorn G m Z 3G5.9 `n 1 o =1.1 309.17 C 1 O G'29z.0^ .p 44; r 1.I n 3 G 308.42 N A r FL 1 295.E DR p > 43 G�4.42 to - Y R �° Z al/o O 16 p z C2 G 294.92 rt' o. � O N note: FLI°0.67 n maintain entire length of w o - 19 G 295.92 �o O C I n AO nternational drive:`tee B L from dirt&debris at all 1 70 3Q4,' r G tta O BL ! p A �, m imes / �e G 295.42 A 70 A G 03.83 ce�( �°�\� eT``a Z o.07 o C 1 note. 304.33 -` O NO TRESPASS NG o`��� .o��\G �° Q NO c-^, 88 G'9,.t, Q cl signs on all gates `zd :�o`� ��`c CL O '290 f D R m O C 2 GB <,o �� ��o NOTE N LLJ "N/00/ i'' A 1 C2 �4.3s O scles FF 30o.�0 ypG s ey\de S\`�o FnR DIAGRAIMMA T IC PURP,)SES c. parking sF °� r1NL(. REFER T,l':I1/IL �' DRA;+SINGS FOR AL.-^'EL-`-TAD ty ♦' G�7.:r_ G O SITE,IORK. c A J, �-airectionat Q 0 yo -onst sign _EGEND () i FL1_298.!' BL G G C°'a^ 5 'O A- "A'UNIT a//O O 0 c n C 1 - 37 BL p x 1 3R-'B RI,i IT'UNIT Fes- s� G_07 I O r-L 303.07 O BL-'B LEFT"UNi UU {- i G ^o^ C2-'n"UNIT.MASTER DOWN I= O � r < DR-'D RIGHT"UNIT t = Z LL �P DL-'D LEFT"UNIT U O G_96.4' LL O D R o� C 1 G- ''R-..,LEF r UNIT LL ��� lGs � � PIG ,,L ...�LEFT"Ui`4 T rY � � F'tt 98.17 C2 7�c n O lccp O �`G `q .,Z RIGHT"UNIT N Q Q vVlO rll''Q7.1' 0 0 O FLI iO2.4' - C o7 4_ O G^90 4^ 3Q1 4= A _siOp Sign C G 0 ���`� NIO-WALKOUT 0 cn 0 A O • G G 295.83 FL1 302.17 +stop sign ticg rncn C l `ems ��� G 300.83 C2 A NZ G296... �� Z Cl p F tiCI 4 <^ 0/ Fl i.3Q.o' O A �� G 300` is OF lGsl� G 301. gate`or LIP ; 'P O emergent, FL 297.17 O G^93.4C construction ,'J/p 2 100 -stc C P '9� traffic only& G•295.83 C2 © O F B L locked at all FLI 294.17 K O C2 G,�34, ' A limes 7 y J CCk' a � L 2 O G 302.42 O lG G 0 0.'' 0 G 295.83 A G 292.83 4 slF1P 1 i U_ 1:L 1 iO3.17 C 2 LLJ O OIG�fF C l O^ z G 302.42 O 12 C C 1 I �G'-W., O A lG L anti-Tracking CI A F - m c O O 3 300.3. G•189 pad �� = N (1) ' 1 I03 r� `^30 ^_ A O � '^ 0 18 ��'` CIO x Q Lrl1W/O 1 7 C 1 goie �� G^89.8�• J aroil l@r7 t N .^ �� 1302.o7 C 2 G'_9 4^ 8 ,o - - ^1 Wol.,• 288.83 O G 289.83 G O - gate for construction C I G_98.-1"1 N FLi^88.67 10S �� entrance&exit to be O '89 83 O unlocked&open during C 1 �-W/o, C2 ��� construction activityonl A =L1^_91..7 v_87.9_ Y 7o G 290.9^ FLI_o.I _ W 10o at t other times this gate C 1 O G 298.42 must be closed&Locked I A D L 29'83 297.83 BL FL 1 293.17 - cn t J�Q0 O PP Q r,192.42 FLI 294.o7 CEO ��JS~ Q- C 2 Mack to, CC s C G 293.92 09 OLO P �'jF�,7 A O / G 83 _ N J A IN G 289.42 ,p/ C l 17 x Mao BR C2 x FLI 290.17 S R r C I G W80 c(USTF C'4 N F cI�STFR Gc, L 18 rG^9.83 Los R 0 A z G 288.83 C 1 AUST ER EF O �, 2198,42 { c� D R 75 �STE CIO O 0 C2 ���ST 6 < • !..•.. i I ...... �.:;.�.'�., ,i, O =L1^_88.67 G'_'90.3, ER FF r-,.!!!TER!DO rN/p FLI 29I.67 C� Z O O O G?98.9^ FLI_'99.67 c � G 287.921 W/o B R G 298.42 f G 290.92 G_'90.yd. DR ! -a --- � 71 D L - BR FLI?99.17 D 1� W/O 1 i FLI_'/o O - W/O o7 G?98.4? G 6s C2 FLl 294.o7 FLI'95.b7 n 23 UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT W/o W/o G_98.� G 293.92 x G 294.92 0 a. (b'-2y2 ----------------------- DECK ABOVE J 12"COLUMN 10 CONC. COVERS 50NOTUBE CONC. 12'-4''FOOTINGb 2 NOTUBE 1'-4" FOOT N& 24*xbo" z z �BLUESTONE Lu 0 SLAB 4 A p A 0-� ? ;2: %L. 41- 3f a Lu U EGRESS ag a Lu 011 t WELL 2 5 10 0 t cl 25'-!V2" N/STEPS- 55'-4" -------------- --------------- ----------------------------- --------- --- -------------------------------------------------- u x i: i -----i------------------------------------- u :p =:Tr-�; ae ---------------- -7-57-710----------------------------------------------- < ---------- --------------------------------- ------- ------------------------------ L_L(TIrp.) 1 1 (5)2xb -'P'F PE- :2x4 STUD HALL, 0 i AIN : SEE DETAILS G. 10 Lu 1p_ I 1 36"HIGH-0 T I I uj GUARD/ HANDRAIL b o 0 I < - --------- z FINISHED UNFINISHED W, UNFINISHED < BASEMENT UTILITY c\j ------- UTILITY FINISHED -------- z BASEMENT L C 0 -.8 Lu -- Z5EE NON-HAL-KO'v- 2x4 STUD HALL, BASEMENT FLOOR SEE DETAILS PLAN POR 2xb STUD HALL NFORMA70N N 51-10 TH15 AREA 04 0 2Y6 NT NALT 0 '6 05 a CVo V) WALK-INT < in CL 0 o IT BAT 0 0 0 0. a) r < u- 0 ----------------------------------------------------- Q- u EJECTOR PIT/ < r-----------------------------------------------i PUMP FOR ------------------------------------------------ Lu u < 0 V) BATHROOM T : OUTLINE OF STUD HALL ABOVE(TYPJ O ELEC PANEL HOT 12"x12 x4 DEPRESSION IN 5LAB z u— ZSEE NON-WALKOUT : I �.i I I I EIA5EMENT FLOOR UNEXCAVATED ui 0 PLAN FOR UNFINISHED I HVAC 1 0 INFORMATION IN UTILITY SLAB)N-�PADE THIS AREA 151-411 I I 10. IL 1 Y12 0:� Lo �j • Lu a, LLJ 0 z 0 cl� <1 10, --------------------- L--- --- --------------------------------------- L----------------- - L------ --------- ------------------------------.......................................... I a. CL ------------I----------------------------- ---------------- -------------------------------------------------- Lu r-- -------------- ------------------------------------------------ 0 z Lo L----------------J Lu L---- F u- ----------- r----------------------- UNEXCAVATEb: rj' r I I r ------------ �l r z SLAB)N --------------1 1 2 i L------ ---------- < 'L L------- --------------- I 0 Q r L-----------------------J --------------------ti 2 0 m 0- (L < B �7 BASEMENT FLOOR PLAN w/ WALKOUT BASEMENT FLOOR PLAN • SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" FLOOR AREA-C2,C2M,CY UNIT BASEMENT 792 SQ.FT FIRST FLOOR 1,654 SQ.FT SECOND FLOOR 1,001 SQ.FT TOTAL 3.L47 SQ.FT GARAGE 503 SQ.FT 0 2' 4- 8' 1 m � VOLUME 32,436 CLI.FT 1 0 1/4"=I'-O* COMP051TE 36"H.PVC rL DECKING 6UARDRA:L 36_711 6'-4" jr WD.DECK OR BLUESTONE PAVER I 3 12"COLUMN 43.0 -4 12'-4" GONERS 1'-4" I6-2Y2' �-FLAT ROOF BELOW Z Z w v o a r _ _____________________________ - f- I 11 N �p Lu ROOF -� �_� �-44�- a GUARDRAIL w/ ; ABOVE 0I 0 uj o p o NI ' p � o c 5 a GATE 36"H. ; ';; i �i U s E ro $ ABOVE GRADE I :t `t I �O'-3Y2° O" �'-I" I'-b U o I ^ {{_3T -----S-O-F-1F-3I 8-Y 2-„-----------II1IiIIIIIIi;i ---- --O--' - - h Z=r -r--- t,-,PEPEL z-63 s-- 3'63 373 CSMT 373 CSMT 3763 CSMT -SMT 2x6r------------------- (3)2X6(TYP UP ri 36'HIGH GUARD/ HANDRAIL LIVING r---------- - BEDROOM#2 I I------ - W MASTERROOM BEDROOM m 36'l W PREFAB VEh-FREE 6A5 �12 DEEP Flf*PLAGE 3Y ;HIDE b=r I „ vZ ; '31 OPEN ' -- --------- -------- >- 6 6 .) w Ire oac �F n�a t(� DN A/C U ITS ON ; ABOVE ri+b� ; i DN +b� GONG.PAD I og T I V+ 6• I h I -7, 1 +6� o N j Z I ; r _ 0 o I - ^CL I a�; (3)2xb!T`�'PJ WALK-IN 'n 0 I DININGo+°� MASTER I tv ,� ; �i CL I r CV n I Z ROOM i ti -ry BATH I \ �l 36 H16H I Q O 1 GUARD/ r- 1'- 2 o I ' 16'-4Yz q'-10" in 3-3}'2" I I HANDRXL r +`D V�� � Ve wWALK-IN Z 1 ------ --r- Q I I v' 1 CL - ED';H':J =ry 3 0 3 0 ' ' HALL BATH n - _ry -3 u LJL rn EMP=F, I '�+ n i O N tr� Z Q LL- o O :.:. r I o I ' In w •Ui m u i L-------------------- (`I (J J w 7-i1"m KITCHEN I i o �° I Lu Q Q n I O p V) t� <�? 2x6 IN WALL I i � BATH II I I z � \�a_ 0 ' I 'ATTI-301IC°„ O r 1 1 p 0 I ' I AGGE55 ry I j j F Z6ARA5E 8'-4"HATERI I'DETER ' OC WALLS i I i %'%�i WALK-IN CL05ET w/ 3'-b' I a- CEILING TO HAVE 5/a I v _' Y CL I t'11 Z WEATHER TYPE"X"GYP.BOARD2 I i LI IEN O STRIPPED �, Y 1 6" I HEATER-- 2-5Ya b'-IY2" m 3'-IOY2" b'-FaY 0 Lu O i I +6 J ' �. 8' 01, �6RiLLE -� u1 j ; r-------- --- ------------------- i • b I I r GARAGE Z u2 S L 2 2 i i 2 _ N ikAUNDRY r--------------------� `30 A3.0 6e' - 1 I I BEDROOM#3 N 2°-4V2'L I :2"DEEP SOFFIT, I I n 1 I B"1N1 DE i VJ FOYER10 Q i SELF-GL05 NG 20 i I (3)2X6 TY I _ p I I n 2G aB. I ' '-------------- I MIN.RATED DOOR ( I i - - ---------(-- -, -E"PEPED m I 1:t c�• I I cn I Q ---------------- 2'-�'2'' 3'-?Y2 LAV I- - ---� - ------------ ----------_-- - ------------ --� I (3)2X6 TEMPERED Lo ca N in in I (TYP.) 3'2931::SMT In I ' 5'-3 I " 5'-3" 5'-I I" I ' ----- ----------- '_� �------- ------ --- DEGORAT VE ' WALL BLUESTONE 4--T 4'--T' 2'-0" ib'-O" I'-�" RAILING �V TERRACE I 3 LINE OF WALL BELOW :.3 0 2 9'-2" 2 SECOND FLOOR PLAN 0 FIRST FLOOR PLAN SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" FLOOR AREA"C2.C2M.CY UNIT. BASEMENT 792 SQ.FT FIRST FLOOR 1,654 SOFT SECOND FLOOR 1.001 SQ.FT TOTAL 3.L47 SQ.FT Y GARAGE 503 SO.FT 0 2' 4' B' VOLUME 32,436 CU.FT. x I/4"=1'-0" FLAT ROOF BELOW ALUM.XI'GUTTER El J L T L- z z E%L NE OF HALL BELOW uj a: co D S. D S.,., D S.Id D S. 93 Lu U eo Lu 0 c --: 2 ------ --------- -----------------------------------------------1�----------------------------- p- 3 u x c U D G. z 0 N > Lu 0 0 C%4 C4 0 70 LL. 0 0 EPVM OF 0 Z MEM5R Z4 —0 PER SLOPE 0 < u- cil.: u Ln < Lu u o V) LL. Lli 0 0 ca VV.FRAMED ^2\., CHIMNEY W YA2 CN (L) I THINSET 5R CK VENEER z V �/ Lo CN C: C%4 I I ------------ r- -- ------------------- ---------------------------- I 1 0 RAILING BELOW L----------- 7----------- (Tllrp) 0-4 ALUM."K"6UTTER L NE OF WALL BELOW ROO F__��F PLAN SCALE 1/4'*=1'-0" 0 2* 4- BLACK ALUM. GAP FIBERGLASS/ FIBERGLASS/ TH NSET BR GK 13 ASPHALT ROOF ( ASPHALT ROOF VENEER- - SHINGLE I SHINGLE -METAL FLASH NO METAL FLASHING METAL CHIMNEY I AT THE HEAD OF AT THE HEAD OF FLASHING AT I ALL WINDOWS 4 ALL WINDOWS 4 ROOF(TYP.) j � DOORS(TYP.) DOORS(TYP.) 12 12 Ix PVC TRIM ' 12 Iov �� Q 8± EAVES 4 x PVC TR,M m 12 ' 10 I `. RAKES(TYP.) EAVES 4 g±� . z z u+ v o v Q RAKES(TYP) ,'' 7 7 ``� g �++ °C ?o co %31 I 3 ��� -31 �, > Ir CujU ¢ a STEPPED METAL 8 ��' I 6""K"'STYLE ��� �� N /4 PVC TRIM FLASHING AT ALL I WHITE ALUM, `� s °L c Lu ROOF TO 5 DEWALL ,% I GUTTERS w/2"x 5" �� AROUND - 5 a NTERSEGT ONS(TYP.) U WHITE ALUM. `. DIOOO S AND u �v o LEADERS(TYP) STEPPED METAL a FLASHING AT ALL CEMENTBOARD �� ROOF TO 51DEWALL D 51DIN6,5Y4'REVEAL 6""K''STYLE � INTERSECTIONS(TYP.) AR 2 WHITE ALUM. G. 7 I GUTTERS w/2"x 3 I I CEMENTBOARD A3-I I at WHITE ALUM. � � SIDING,5Y4"REVEAL i2 -� - LEADERS(TYP.) 7 w t %PVC TRIM 10� I A3 1 AROUND Q DOORS AND WINDOWS(TYP.) j 12 _ SLAT EPDM N 10 q T 0 SUBFLOOR ' T 0 SUBFLOOR --ROOF 6"'K'STYLE 2 --- ---- --------------------- --------- -----------ir-------- - 2 - ------------------------ ---- ------,-------------- F-vFqHtTe-ALUM. DECORATIVE &LITTERS w/2"x 3' I WATER METER RAILING WHITE ALUM. CLOSET I LEADERS(TYP.) BEYOND ri T- 1 0 ri Z IZ"SQUARE I G Q I D D S 0 COLUMN �v COVER OVER ' qC cv j Lu WD.COLUMN O I r d TOSUBFLOOR - - - -------- - ---- - - -- ----- -- -- I --- -------------------------- - - -- ---- ----- T 0 SUBFLOOR -t BLUEgTQNE TERRACE 3 11 1 2 FFINISH GRADE I I I I%QES1tONE 4 I 1 1 1 I I FINISH GRADE z N ad LEADER INTO i ; COLUMN i i i i i , Z 5G1 RE ON GONG.SLAB (-13.1 I �3-I I I A3.2 DRAINAGE I I I P11i R TERRACE�J :3 I I " ' I I O rJ L-----------------i L'ii SIM i ------------------------------------------EM(TY--J i i COVER OVER I I SYSTEM(TYP.) J l J U l I I 0 N I I I I I I I 1 HD.COLUMN ( l ( l 1 I 1 1 III I I Q � I O 1 I I I I I I I I I I I w I I I I I I 1 I -I I I I 1 I 1 I I I I I I Lu /1\ FRONT jELEVATI ON I j REAR ELEVATION O o T O SLAB I 1 i i SCALE:I/4"=I'-0" � � I i i 2 SCALE I/4"=I'-0" I i z >` I I B --�-I---------�a----------- - -------------------------------- TO SLAB --la-----------------------------------------------------�-L------ c cn rJ L----------------TJ L-------------------� r� L---- - -------------J L"I Z Lu I I I I I I I < LL ---------------------L--------------------------J I L-1--------------------------------------------------------------------------------------------------J O X CL LLB �i f,' BLACK ALUM 0 N UNIT"A"BEYOND GAP ' ---FIBERGLASS/ UNIT A BEYOND ASPHALT ROOF THINSET BR GK SHINGLE VENEER ,[ L GENERAL NOTES. O I. SEE EXTERIOR ELEVATIONS?SECTIONS FOR ALL P.O.3 r0P PLAT;--HEIGHTS.UNLESS OTHERWISE NOTED. .' \ 12 -- METAL CHIMNEY 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD FRA,IING.UNLESS OTHERWISE 110 r ED. �,'� �10 FLA5HIN5 AT 3. 2xb N01M.EXTERIOR WALL ERA,IING e 2xL NOM NTEP.IOP.WALL=RAMING.TYPICAL. ROOF(TYP.) UNLESS)THERINISE NOTED. 12 Iov METAL FLASHING AT THE HEAD OF ��,' `�`\ ALL WINDOWS 4 , DOORS(TYP-) �,,' w O OR NOTES: 3 O .DOWS/DOORS TO HAVE MUN T IN PATTERNS.AS SHOWN ON ELE'dA T IONS. 2 Pr-i P TO FLOOR PLANS TO CONFIRM:HALL THICKNESS. 5/4 PVC TRIM - m 3 PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. AROUND - L PROVIDE SAFETY:GLASS IN LOCATIONS AS REQUIRED BY CODE. DOORS AND �'� �`` N ^1 w r-- WINDOWS(TYP.) Ix PVC TR M® i O i W EAVES 4 i OL i DECORATIVE C: N RAKES(TYP.)--- I �-RAILING �i EPDM PAN I 7 FLAT EPDM ROOF 2,Q�T 0 SUBFLOOR k-- --- _---,--- Io ------------------------------------------------------------------------------------ I - 1 ----- I •- 1 1 I N i I %PVG TRIM ^ ry i F CORNERS(TYP) L 0 N 2'SQUARE 2 ❑ -12"SQUARE COLUMN A3 2 -- COLUMN COVER OVER COVER OVER IND.COLUMN r------1 r-------i , , HD.COLUMN I 1 1 1 1 CEMENTBOARD T O SUBFLOOR I j I 1 SIDING,5Y4'REVEA - ---- ----- —-------------- - ----- ----------------- ------ --- ------------ --- ---- L____ _J L______J A/G UNITS ON (5)ELECTRICAL LEADER INTO WATER METER CLOSET I I _ __ FINISH GRADE 4 �- P -11i ' GONG.PAD 2 METER LOGATI IB UESTONE TERRAG , 1 �3 I ON DRAINAGE w/WEATHER STRIPPED IOhI GONG.SLAB�J I SYSTEM(TYP) DOOR 4 HEATER I I I I --GUARDRAIL w/ I --------------- Q I I I � ' GATE 36"H. I 1 1 L-__J = , I I ABOVE GRADE � I I I EGRESS WINDOWS IN WELL w/STEPS I I I I� II II III II 11 I I I I SIDE ELEVATION j 1 I I I SCALE:1/4"=1'-0" I I BT O SLAB ---- I I ------ ---- I I I I 0 2 4 8 rJL------------ -------J L -------------------------- T --------------------------------------------------------------------------------------------------J L, I I I --------------- ---------- --------------------------------------------------------------------------------------------- --------------------------------J �- FIBER6LA55/ , i ASPHALT ROOF SHINGLE �-METAL FLASH NO AT THE HEAD OF ALL WINOOW5 f DOORS(TYP.) 12 12 ---Ix PVC,TR M a Q 10v 8` EAVES d �`� RAKES(TYP) zzW F- `. 8 LU A 0 a3 1 ��� .13.1 o 6„"K"'STYLE I ��� o W U WHITE ALUM. I `. 5/4 PVC TRIM oe p I" �- p o GUTTERS w/2"x 5" �• AROUND O _ 0 c WHITE ALUM. I `. DOORS AND U = 3 LEADERS(TYP) �`�` WINDOWS(TYR.) ar �U o -----STEPPED METAL a - FLASHING AT ALL �. ROOF TO 51DEWALL NT'ER5ECTION5(TYP.) I -GEMENTBOARD SIDING,%"REVEAL � 7 y G s Oi 3.1 12 FLAT EPDM 10 T 0 SUBFLOOR I _2'SQUARE ROOF ,-- 6""K"'STYLE 9 2 --- ------------- --- ------„----------;-------------- -----� WHITE ALUM. GO�.uMN i COVER OVER --- GUTTERS w/2"x 3° wD GO�UMN WHITE ALUM. i LEADERS(TYP.) O i O w T 0 SUBFLOOR -- I ------------------------ oo - -- - IRV 56 PVC LARDRA I L O G Z CV 0 0 CN 2 50JARE a I � Q � GOL.MN ! r -1W � COVER OVER I I I I I 2x4 P.T.WD. WD COLUMN r 1 I NAILER5'ZEGE55ED LL i INTO END OF GONG {- FND.-NALL O TO SLAB 0 Z Jill z LL Q LL- i I I I I I I 1 1 I I I BLACK ALUM 0 FINISH GRADE UN T A BEYOND GAP F- X I ' ' UNIT A'BEYOND CL LL I I I r - ----------------. --( \-- -------- ----------f \r------- -I B RG 5O TH NSET BR GK u w J L � V ` � v l __� � ASPHALT ROOF U I I 1 I I J SH NGLE uj w Q L- ---------------------------------------L--------L----------------------------L-------1------------� VENEER L n REAR ELEVATION w/ WALKOUT 4 , 1 SCALE I/4"=I'-0' =3 2 .'� �`. 12 METAL CHIMNEY � 10 FLASHING AT L ROOF(TYP.) O 12 ' 10 METAL FLASH NG AT THE HEAD OF ALL WINDOWS I DOORS(TYP, ,� r 3 ` Z a3 2 u 5/4 PVC TR M - AROUND \`• = w 0 DOORS AND �' �` 0111 W NOOW5(TYP.) 4, r� J 0 O N a Ix PVC TRIM® UDECORATIVERAKES(TYP.) ; � x Q/ LO EPDM PAN I RAILING N FLAT EPDM ROOF I _ W O�, ' 12 - c: N T 0 SUBFLOOR 2 -_ _-_--_-_-_-_J-_ _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_---_-_-_-_-_-_-_-_-_-_-_-_�_-_- NIO INV ' Z J 2 513UARE COLUMN I = W COVER OVER HIP.COLUMN n 5/4 PVC TR M _ CORNERS(TYP a z T 12'SQUARE x COLUMN 56"H.PVG COVER OVER LO GUARDRAIL _I r------, r------, 1 WD COLUMN = N I GEMENT'BOARD x T.0 SUBFLOOR - ------------------------------------------- ----- ---- ' ----� I-----� ------ -- ---------- - 510 NIS,5Y4'REVEAL z rr--I-I--rr--r--ZT--n--1T--� --------- 1I 11 I I I I I I I I 1 L-- ---J L------J - 1 u I m ELEGTRI GAL WATER METER CLOSET 12 SQUARE I I i i i i i i A/G UNITS ON :B'UESTONE TERRAC� COLUMN " 1 1 1 1 I I F NISH GRADE 2 METER LOCATION w/WEATHER 5TR PPED COVER OVER i i i i I I 1 I u 43 1 GONG.PAD IN GONG.SLAB ND.COLUMN I' I '' ' DOOR 3 HEATER I I z 1 1 i LEADER INTO I I II I I - �D 1 1 u DRA NA5E I r------ a i STEPPED SYSTEM(TYP.) I I x --�-r--rr--1�--Tr----- FOUNDAT ON WALL I I I II 11 II 11 - I I I I I I LI I I I 11 11 I I I I I I u I 2x4 P.T.WD.NAILERS O 16 o.c. - I I I RECESSED INTO GONG.FND WALL CN I II u B T.O.SLAB - --------------- -- - --- ---------------------------------------------------------------------------------------------- I I ��- I I I I SIDE ELEVATION w/ WALKOUT 2 SCALE:I/4"=I'-0" ; ; 0 2' 4' 8' l rJ L-----------------------------------------------------------------------------------------------------------------------------------------------------J L x I I L I L----J -------------------------- _ -- -------------------------------------------------------------------------------------------------------------------I 0 FLAT EPDM ROOF SLOPE Ya'PER FT. I I 12 N10 INSULATE SEPARATION WALL(TYP.) 12 8±� Z Z W v o P W ulac co j CID O N ;v 01 V•7 N~ O O U,U Q _ 0 W O •O 12 0 ~ 0 :v U s c v 10v U N5ULATE 5EPARAT ON Q FLAT EPDM T. F WALL(TYP) ROOF llI 'C D AR BATH = \ BEDROOM#3 to O�c#�C. 12 HALL v ra HIGH GUARD/ HANDRAIL � t0 2 T O SUBFLOOR �_____ __________-- __ TO SUBFLOOR ___ q O N5ULAT E _ _ _ z PER METER N OF GARAGE N MASTER FOYER LAUNDRY 0 � WALK-IN v BATH O v GARAGE (TYP.) z v KITCHEN CL - O 0 0 0 T w tr N > w 0 T O SUBFLOOR _ I TO SUBFLOOR _ T O SLAB J --- _ c DOOR G O •+ NSULATE I Z O * .J FLOOR OVER O CV ' UNFINISHED ' O FINISHED WALK-If\l UNF NISHED{ SPACE(TYP)J! BATH v BASEMENT CL •� UTILITY U O UJ B 0 SLAB __ �� _B T O SLAB Z O T Z O V) O O Z Q L�L O n BUILDING SECTION q�BUILDING SECTION m SCALE 1/4"=1'-O" SCALE 1/4"=1'-0" ck� u' U J Q w U Q c 0 L O 3)4"FIBERGLASS b 6 '2)1 6YP 3Y2"FI5ER6LA55 SOUN50UND n 1 BOARD ATTENUATION I W ATTENUAT ON LINER PANELS 7 Z jLL— W O o� II II — m BEDROOM#3 uHALL VZ BEDROOM#2 N d _ — THERMAL (2) GYP BOARD FLAT EPDM a I F BER OR �APPROVED LINER THERMAL CLOSED CELL F RE 5TOPP N6 6' 6 PANELS T.O.SUBFLOOR __ APPROVED I�FIBER OR SPRAY FOAM 2 ^` W FIRE STOPPING SEPARATION WALL DETAIL 5" 5 5 --- INSULATE SCALE 1-1/2•=I'-o' PERIMETER S E P A R A T I O I WALL DETAIL SPRAY FOAM N * TMP6ARA6E 4 MASTER �i �.J SCALE I-I/2'=I'-o' b 6 J MASTER 1�"SQUARE — BEDROOM BATH GARAGE l0 COLUMN O N X>< x COVER OVER NO.COLUMN O TO SUBFLOOR ______ SLOPE Y.'PER FT_ T 0 SLAB @ DOOR oL G -INSULATE l FLOOR OVER THERMAL _ i i UNFINISHED 2:FIBER L---� SPACE(TYP.) APPROVED j (2) 6YP UNFINISHED BATH F'RE 51 N6 BOARD UTILITY NSULATE WALLS LINER PANELS ADJACENT TO O� i SEPARATION WALL DETAIL UNFINISHED 6 SPACE(TYP)--- SCALE:1-1/2"=I'-0' , TO SLAB BvB O - - - - O 0 2' 4' 8' BU_ILDING SECTION �' SCALE 1 4"=1'-0" 2x6 ND.LADDER ROOF CONSTRUCTION, w/BLOCKING® ROOF CONSTRUCTION, ROOF CONSTRUCT ON SEE WALL 5EGTI ON5� METAL (0,0z- SEE WALL SECTIONS METAL SEE WALL SECTIONS ROOF CONSTRUCT ON, ALUM. K MP DR P SEE WALL SECTIONS GUTTER I EDGE -OVi' EDGE 2x ND.BLOCKING BETWEEN RAFTERS =v n PVC METAL x TRI M, DRIP 12 PAINT EDGE IO V j Ix8 PVC ALUM."K" TR M, z z u+ vPANT �.. � ��GUTTER3' Ix PVGIx8 PVG"T/4 TRIM, ,7 W U51MP50N H-4 OR PAINT ' Ix PVGTRIM, o WH-5 HURRICANE BEADBOARD PAINT s/4 0 �- N0 vU = �EXT.WALL EXT.WALL URAFTER(TYP.) g/4 PVG �"CLIP 0 EACH 2 SQUARE -EA.SI COLUMN GONSTRUGT'ON CONSTRUCT ON,BEAM, COVER OVER SEE WALL SEEWALLIxb PVGv WD.BLOCKINGi i ND COLUMN SECTIONS SECTIONS TRIM, ® b"o.c. PAINT in�,. EXT WALL ROOF CONSTRUCTION, F. CONSTRUCTION, 1 SEE WALL SECTIONS D� 5/axb PVC HEAD SEE WALL PO PORCH EAVE DETAILI N RAKE DETAIL `A TRIM PAINTDORMER RAKE DETAIL SECT IONS6 SCALE 1-1/2"=1'-0' TJ� SCALE 1-1/2"=1'-0* 8 SCALE 1-1/2"=1'-0" METAL WINDOW AS DRIP 12 a m 36"H.PVC 107 SCHEDULED - EDGE �6UARDRA L ALUM.'K' tp DECK-3 0 MAIN EAVE DETAIL NO.WALL SEE WALL 5T GUTTER I HI 5 HU RIGANEMPSON R q 5 SCALE 1-1/2"=1'-0' FRAMING SECTIONS I GL P EACH I'-OYa, � I i AD.5 LL SIDING d RATTE (TYPJ _ I PLATE SHEATH NG .� i _ BELOW TH 5 BELOW TH S NI i X6 PVC 7 -� POINT HAS POINT HAS Ix PVG --- TO BE P T. TO BE F.T.C=e muni ��� TRIM, PAINT PAINT _ Ix PVC NOTE ---- --------- - � TRIM, in PRIOR TO INSTALLING SHINGLES INSTALL GRACE"ICE 8 r PAINT x PVC N WATER SHIELD"OR APPROVED EQUAL SELF-ADHERED FINISH a z Q I i BEADBOARD Z TYP.ROOF CON5T. RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES 1.1 a 5/4 PVG TRIM 6 I 12'SQUARE O EAVES RAKES VALLEYS HIPS ROOF-TO-WALL MULCH `9 _ S/4 PVC TRIM, EA.SIDE OF I COLUMN > • ASPHALT/F BEROLA55 INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE PAINT--- i BEAM,PAINT I COVER OVER Lu 2ROOF SHINGLE ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO Q 6r P.T HP.BEAM I i ND.COLUMN • 15#BUILDING PAPER ROOF SHEATHING INSTALL"ICE 8 WATER SHIELD"FROM THE �r1 • s/s'EXT.PLYWD.SHEATH NO EDGE OF THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR ' 2'SQUARE • ENGINEERED HD.ROOF WALL LINE INSTALL PER MANUF INSTRUCTIONS a COLUMN �o PORCH EAVE DETAIL "I H TRUSS w/SPRAY FOAM CONCRETE J � FIN SH FOUNDATION HAS � COVER OVER — iNSULATION GRADE TO BE ABOVE � WD COLUMN SCALE I-I/2"=I' "! Qa Q N • s/s"GYP.BOARD,PAINT DECK DETAIL TYP,FLAT ROOF CONST. w N 0 TYP.ROOF CON5T. GRADE 9• ASPHALT/FIBERGLASS SCALE 1-1/2'=1'-0" Q 4 5U B R TYP.SECOND FLOOR CONST. #BI SHINGLE APER FOUNDAT_ION DETAIL • !/14 T4G EP Y'HV. 06 .� 1 • 5/e"EXT.PLYWD.SHEATHING SCALE I-I/2"=I'-O" SHEATHING L/) C) • F NISH FLOOR • ENGINEERED NO.ROOF 12 • 2x O TAPERED ND Z • 5/4 Tf G PLYWD TRUSS w/SPRAY FOAM RAFTERS® 6 o c �. 5U5FLO0R INSULATION ROOF CONST SEE EXT WALL CONST., • 2x4 CL6.JOISTS - EXT WALL CONST., O • 12 FLOOR JO 5T t DETAIL 2/A3 - SEE DETA L 2/A3.1 • x PVC BEADBOARD SEE DETAIL 2/A3.1 F— {- • 5/8 GYP BOARD PANT U O i Z 5/4"PVG 6EADBOARD SLOPE Ya"PER FT. LLJ 5 T�-0 SUBFLOOR _ T 0 SUBFLOOR _SOFFIT— — �T 0 SUBFLOOR N -3 0 '1 1 2 2 2 _------- Q LL I I J 2 T O SUBFL00 i i G�UTI�'ER/ EAVE w/ ( ~ ----- SEE DETAIL GUTTER, i I.k u w ' '3 I `� �___ __ SEE DETAIL ul Q ILuU ' -SECOND FLOOR 6 i ; ' I SECOND FLOOR EAVE w/ ' ' TYP SECOND FLOOR CONST i CONST.,SEE DETA L 3 I ' i I CONST SEE DETA L I I 10 I I �+--�,_-� 2/A3.I 2/A3. GUTTER, INT.SEPARATION WALL SEE DETAIL ' • F N SH FLOOR A3 1 i UL-U336 2-HOUR RATED I • '/4 TS G PLYWD I 5TG RATING 6 _---- - 5UBFLOOR • 2'FLOOR JO 5T I O • (2)ROW5 2x4 WD WINDOW AS 2'SQUARE I STUDS®I6'o.c.w/31'z" SCHEDULED -- 5/e GYP BOARD,PANT lu COLUMN I m � I F BERGLA55 ACOU5T G COVER OVER ' _ - I ATTENUATION _ VI COLUMN i n n i ' r • (2) "GYP.BOARD TYP EXT WAL_ O O DOOR AS i O' O i Y W Nx L NER PANELS r` I • 115'AIRSPACE,EA.5 DE CEMENT = SCHEDULED- I = 2'SQUARE i m Z O CLAPBOARD DOOR AS k3 • S GYP.BOARD,EA • BU LD NO WRAP i O COLUMN V SIDE,PAINT !]C � TYP.TERRACE I � COVER OVER � to, SGHEDI....ED •Y,2 EXT.PLYWD. '" TYP.FIRST FLOOR CON5T. WD COLUMN n Oi SHEATHING O - • Y?."RANDOM w 6 • 2x6 HIP.STUDS ' 41 F N 5H FLOOR BLUESTONE O ►r L ET I I O01.1 TYP FIRST FLOOR CON5T_ ®16"o.c.w/ r r 5/4 T6 G PLYWD • 4"RE N.GONG SL � O • F NI5H FLOOR SPRAY FOAM 5UBFLOOR • 6"COMPACTEIP • s/4'T46 PLYWD INSULATION • 16 FLOOR JO 5T GRAVEL BASE ON 5UBFLOOR Y2'GYP.BOARD /e GYP.BOARD PA NTSOIL -FIRST FLOOR GONST F RST FLOOR CON5T N W • • s COMPACTED O L 1 • Ib FLOOR JO ST PAINT SEE DETA L 2/A3.1 i �SEE DETAIL 2/A3.1 �. • g/e'GYP BOARD PANT �- SLOPE Y"PE Fes. SLOPE Ya"PER FT. LO _ � uSN A3 0 ^`) I �T 0 SUBFLOOR -------- — all, -- - ------T O SUBFLOOR ,k I T O SUBFLOOR — nn`` �p W T 0 SUBFLOO ' ' F N.GRADE N L, �. p e e• L I f e sr �• I • TYP_.GONG.FND.WALL CONST. z • PROTECT ON BOARD O GONG. l\ •�° GONG SEPARATION HALLa SONOTUBEWATERPROOF SYSTEM FOOTING • O REIN.GONG.WALL - FOUNDATION WALL, N • 10 REIN.GONG.WALL � - FOUNDAT ON WALL, I I e •)1 AIRSPACE )12'A RS SEE DETA L 2/A31 L_ -_----J ,e SEE DETAIL 2/A3.1• 2x4 NO. STUDS® ,° . � • 2x4 NIP.STUDS®Ib"o.c ,e w/SPRAY FOAM 6'o.c.w/SPRAY FOAM TYP PAVERS ••� INSULATION,EA.51DE '� •• NSULAT ON TLO •Y,"GYP.BOARD,EA 6 •Y2 GYP.BOARD,PAINT Lb" . lf�"FOUNDATION WALL w/ RANDOM N `fl SIDE,PAINT �- - -- BLUESTONE w/SAND '• REIN.LONG.FOOTING, - SWEPT JOINTS NOTE `� SEE STRUCTURAL DWG's 4"SAND BED v 'l ALL HOOD b FOR MORE INFO. • 6"COMPACTED NOFE _ ° IN DIREC- TYP.GONG.SLAB CONST. GRAVEL BASE ON ALL WOOD � � CONTACT N/ ° . 4 REIN GONG SLAB °. . IN DIRECT TYP.GONG.SLAB CONST. CONCRETESHALL BE I0MIL, .• COMPACTED 501L BARRIER CONTACT w/ •I•• POLY VAPOR 4'REIN.GONG.SLAB PRESSURE ,a ,p CONCRETE �.. O MIL.POLY VAPOR TREATED I 6 COMPACTED SHALL BE GRAVEL BASE ON GONG.SLAB,SEE GONG.SLAB,SEE PRESSURE •� BARRIER COMPACTED 501L DETAIL 2/A3. DETA L 2/A3.1 • TREATED • 6'COMPACTED e, e, t „I GRAVEL BASE ON COMPACTED SOIL I°• - -- D T 0 SLAB — T 0 SLAB- -—------------------ -- p T.0 SLAB --------------- - , --'k e ° --- < e D - < a B TO SLAB jt ., •, . • - -- •, - - v •, . — -- —— - e e e a •, 4'PERF.DRAIN O 4"PERF.DRAIN O 4"PERF.DRAIN O •a P PE IN COURSE PIPE IN COURSE PIPE IN COURSE • &RAVEL,WRAPPED GRAVEL,WRAPPED ` GRAVEL,WRAPPED --REIN.GONG FOOTING, -REIN.GONG.FOOTING, IN FILTER FABRIC, 1 RE N GONG.FOOT N6 IN FILTER FABRIC, SEE STRUCTURAL DWG's IN FILTER FABRIC, SEE STRUCTURAL DWG's REIN.GONG.FOOT NO, CONNECT TO DRAIN - SEE STRUCTURAL DWGs CONNECT TO DRAIN -- FOR MORE NFO. CONNECT TO DRAIN FOR MORE INFO. � SEE STRUCTURAL ONO s FOR MORE NFO. n WALL SECTION FOR MORE NFO. 2 WALL SECTION WALL SECTION WALL SECTION SCALE 1/2 V-O" SCALE 1/2"=1'-0" J SCALE 1/2"=1'-0" 4 SCALE 1/2"=1'-0" ROOF CONSTRUCTION, SEE WALL SECTIONS 2x AD.BLOCKING TAPE OVER METAL NE'N'AlINDOVI 8 DOOP.INST9LLdTION NOTES. 12 DRIP FLASHIN6 REF.DW6'S FOR HEADER BETWEEN RAFTERS 8±v (TYP.) 51 CONTRACTOR MUST NSTALL AL'WINDOWS AND DOORS PER METAL DRIP -v 5/4 PVC SLOPED GAP FOLD SELF-ADHERED MARVIN SPECIFICATIONS,WOOD-1JLTREX NSTALLATION FOR EDGE w/PVC SCOTIA(TYP.) RUBBERIZED FLASHING INTO NFW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY - OPENING AT JAMBS 8 OUTSWING FRENCH DOOR WOOD-ULTREX SERIES TYP.WINDOW PVC ALUM. 'K SELF-ADHERED N5TALL OVER SILL END INSTALLAT ON NSTR.CT ONS DATED 7-25-17 WINDOW ROUGH CASING,PAINT GUTTER RUBBERIZED FLASH N6 GAP DAMS(TYP.) OPENING PREP B FLASHING METHOD A I MEMBRANE DRA NAGE OVER HEAD NAILSYSTEM DATED 12-22-4 N6 WINDOW R 0 HT � N z? U co E FLANGE(TYP.) SEE EXT ELEVATIONS BACKER ROD AND I SEALANT AT oc p,., o_ NSULATED GLA55 x PVC,BEADBOARD H-5 HURRICANE v o 51MP50N H-4 OR c Lu U WINDOW SEE EXT. Ix PVC SIDES,PAINT CLIP®EACH ~ 5 a ) PERIMETER OF WINDOW RAFTER(TYP) O FLANGE(TYP) ELEVATIONS E WINDOW WINDOW AS U i SCHEDULE FOR TYPE SCHEDULED Ix PVC TRIM. u 2"H15TORIG PVC SILL w/DRIP DECORATIVE PA NIT r° Q RAILING --- RUBBERIZED PAN I f WI OW A FLA5HIN6 SY5TEM w/END SCHEDULED D� GAP DAMS d BACK DAM --EPOM ROOFING,RUN cl BETWEEN WINDOW UN T E UP SIDES 4 UNDER APRON, C t PAN FLASH N6 STOOL TRIM(TYPE I W NDOW,ON/4 Ta 6 EXT.PLYWD. EPDM ROOF NO,RUN UP SIDES a UNDER °c rt SHEATHING,ON TAPERED FRAM N6 WINDOW,ON 5/4 T4a EXT.PLYWD. 5HEATHING,ON TAPERED FRAMING t0 TYP EXT WALL SLOPE Y4"PER FT. 9 CONSTRUCTION O p SL PE/4"PER FT. EXT.WALL TYP. WINDOW DETAIL 1 12 SEE HARLUL T ON, SCALE 1-I/2'=1'-0" ; 10� SECT ON5 5/4x ID P TRI PA T EPDM ROOFIN6,ON 5/4 TI&EXT.PLYWD. 5/4 PVC SLOPED SHEATHING,ON 2x4 GAP w/PVC TAPERED FRAMING ROOF CONSTRUCTION, vi SGOTI A(TYP.) 4 EXT.WALL SEE WALL SECTIONS 6 DORMER WINDOW DETAIL o %PVC HEAD CONSTRUCTION, SCALE I-I/2"=I'-0" N CASING(TYP.) SEE WALL w SECT ONS m fil PLI TYP.FLAT ROOF GON5T. 1n _b. 1,0 • EPDM MEMBRANE -------- 5 ------- s/4xb PVC JAMB Ix PVC �-x P�/C • 5/4"T4G EXT PLYWD � CASING(TYP.) .RIM SHEATHIN J 32 I G BEADBOARD PAINT _ • 2x10 TAPERED WD � RAFTERS® 6 Q o.cSTS. O 1 ROOF CON5T,SEE • Ix PVCBEADIBOARD SEE DETA L 2 EXT.HALL NA3 LL! I � 5 RECESSED WINDOW DETAIL Q N DETA L 2/A3 - SCALE 1-1/2"=1'-0" 5LOPE Y4'PER FT 5/4 B p v r- RD T 0 SUBFLOOR --_-_-_ - (� Q SOFFIT 2"PVC -----� Z HI5TOR,GAL EAVE w/ ' I O SILL(TYP,' &UTTER, } WINDOW AS I i APRON(TYP.) I U z:5/4x4 SEE DETAIL I � SCHEDULED- TYP. EXTERIOR LLB I 1 2 6 i � ' �SECOND FLOOR � N o WINDOW/ DOOR CASING �3 I -- GONST SEE DETA L O 1 Q LL EPDM ROOF 2/A3 i i - SCALE'1/2'=1'-0" i i Q I .. I J DECORATIVE i i i ' N Q RA L,NO ' i Lu u I I I I I I I I I I I (V I !~ SECOND FLOOR 0 1 GON5T.SEE DETAIL 2'SQUARE ; w 2/A3. COLUMN ; m DOOR AS p O 2 T 0 SUBFLOOR -_--_ 36 H.PVG COVER OVER I m SCHEDULED p[ 6UARDRA L �•COLUMN 1 GUARDRAIL w/ - W GATE 36"H. ABOVE GRADE y -EXT.WALL GONST. Z SEE DETAIL 2/A3 -- "CHAMFER F R5T FLOOR GONST. u- ,[ BOTH SIDES SEE DETA L 2:A3Lu O 5/e"TYPE"X"GYP. TYP ROOF GONST. BOARD d INSULATION T 0 SUBFLOOR - _ • ASPHALT/F BER5LA55 T 0 SUBFLOOR - _-_-_-- - ---- J O ABOVE&ARA&E I ROOF 5HINGLE -_--I _ - FIN GRADE • IS#BU LD'N6 PAPER 12 9 ' • 5/e"EXT PLYWD.SHEATHING 8±v ?3 I I I N • ENGINEERED WD.ROOF l I _J N TRU55 w/SPRAY FOAM I ' O INSULATION° �._�`_T P.T HD LEDGER w/ N OVERHEAD DOOR EGRESS STEPS F RST FLOOR GONST., i METAL FLASH'NG ON TOP n` •.°'. S I I TYP.DECK GONST. SEE DETAIL 2/A3.1 N ----------------------- • - • 6 COMPOSITE DECKING ' I9 2x12 P.T.WV.JOISTS a 6'o c. • I I EAVE w/ ~ i I V! • ' ' I I • ° (SUTTER, SEE DETAILir i • � I I • -� i WINDOW AS i i N i- SCHEDULED i DOOR AS =ry T 0 SUBFLOOR _--- _ e: I I 6 SCHEDULED GRAVEL w/DRA N � i I --� SLOPE Y4"PER FT. TO FOUNDAT ON 2"SQUARE TO SLAB Oi 3 I t ;p X PERIMETER DRA N I EPDM ROOF I I T r- COLUMN N G @ DOOR - -- ° •. p 30" i i HI COVER OVER ••• ° MIN. WD GONG.SLAB,SEE i i .COLUMN ° GONG SLAB,SEE °• °', DETA,L 2/A3 i SLOPE Y E T. i rii DETA L 2/A3.1 4. DRIVEWAY, s T O SLAB e Z ' �- I i i �� � T O SLAB I SEE 51TE PLAN B ---'- ---I ;-T--- e .. I I E - - ------ ------ ------ ------ ------ ° m GONG.SLAB,SEE •° I I • I2 . DETAIL 2/A3.1,NO a. .•e l ° 10 ------------------- - Ri&ID NSULATION m �� r I • °' 2"R.61D NSULAT ON Z 2'-0"MIN.EA. 8'FOUNDATION WALL w/ i O GONG. � DIRECT'ON FOR REIN.GONG.FOOTIN6, 4"PERF.DRA N PIPE IN COURSE RE N.GONG.FOOT N6 _ _ i 5ONOTU5E ENTIRE LENGTH OF SEE STRUCTURAL DWGs GRAVEL,WRAPPED IN FILTER SEE STRUCTURAL DW6's -_-_"__ , T.0 SUBFLOOR J � / FOOTING m REAR WALL FOR MORE INFO. FABRIC,CONNECT TO DRAIN FOR MORE NFO ,� �� WALK-OUT cn WALL SECTION WALL SECTION WALL SECTION I 2 3 i i 4'PERF.DRAIN .° REIN.GONG FOOT N6, SCALE:I/2"=I'-0" SCALE lit"=I'-0" SCALE 1/2"=1'-0" L---------� PIPE IN COURSE °• SEE STRUCTURAL DW6's GRAVEL,WRAPPED FOR MORE NFO n WALL SECTION CONNECT TO DRRAIN SCALE 1/2"=1'-0" 3'-2" 5'-b' 36-7 CAMERA-O'NEILL CONSULTING ENGINEERS PROVIDE 4 INSTALL 51 P50N O o 0 Qo Structural Engineering Design ABUbb STANDOFF EASE d GONG.FT6.REINF.W/#4 GONG.FT6.REINF.W/#4 im Clock Tower sq P FASTEN TO GONG.W/s"VIA. x x BARS®12'O.G.EA.,BOT. x BARS•12"O.G.EA.,BOT. 1'-4' Camera/O'Neill ort888.30,541 o�87i EPDXIED THREADED A HOR ..ny nyincers ROD(b' J O I 5'-4Y." 12'-4° Ib'-215" lu T T 10'VIA.REINFORCED 4 50NOTUBE PIER,TYP. 3'-2" 4 (B.O.F.MIN.3'-b" 50.1 ��J+'• r 50.1 BELOW GRADE) 3'-2" 3'-2" 5'-4�5° 12'-4' GONG.FT6.REINF GONG.FT6.REINF.W/#4 O _ ��W/#4 BARS®12° BARS A 12'O.G.EA.,BOT. ', �� _ c `iL Z 2�++ m� E a I'-4" I'-4' ' O.G.E W.BOT. ua Ur of c o 12"THICK GONG.FT6. p I p ; ( w_ o cu v REINF.W/#5 BARS® T y::'� .�, r'i + �.vi Q- rno FASTEN FIRST WALL - -J - \.' p,+,U oe vi o 10'DIA.REINFORCED 3q'-II" C,OORD.W/ARGHL 12°O.G.EA.,BOT. -- c m STUD TO GONG.FDN. � I o t p WALL W/HILT[TYPE X-U q 5" (j SONOTUBE PIER,TYP _ '' 0 t r o c POWDER ACTUATED ��O.1 5" B.O.F.MIN.3'-6" U x t 3 FASTENERS AT 16"O.G. - 50.1 ' 'a� BELOW GRADE) � STAGGERED [B.O.F_-14'-O"]- -- [B.O.F.-14'-O'] « [B.o F.-10'-10°] PERMIT ET --- U �Z U -------- -- -- - - - - ---- -- ------------- --- - - ----------------------- --- ---- -.. ___ _ _ _ _ L ADJACENTADJACENT T.O.SHELF T.O.SHELF UNIT UNIT T.O.WALL E [-10'-2°] I FOUNDATION T.O.WALL PROVIDE d INSTALL BEAM OUNDATION 6 DOOR __-- T.O.WALL ®BEAM POCKET AND P.T.BEARING T.O.WALL T.O.STEM 50.1 [-10'-2'] `n5 T.O.�TEM I-0'-4'] POCKET PLATE TO ACCOMMODATE - ' Q - [-I'-61'4'] BEAM.PROTECT O FT6.STEPS UNTREATED LUMBER WITH , BUILDIN6 FELT,TYP. - p • T.O.WALL T.O.WALL®WINDOW 4•LL� � °p4 (GDDRD W/ [COORD.W/ARCH'LI 4 A<< ARGHL] CD(� <Y Y Q L4 T.O.WALL STEPS PROVIDE(4)FULL 35°L GDL COORDINATE 35" F-5 T.O.WALL 0� T.O.WALL HE16HT#5 VERT.BARS [-0r-5y4 WATERPROOFIN6 FT6.STEPS AT WALL STEP F3 ' p AND DRAINA6E W/ F3 F211 1 r ARGH'L DWG-5. - - I 3'-6K' 14'-I Ir4" Q ° I6'-IOY.° 3-M' PROVIDE#5 BARS AT 24 O.G. I VERTICALLY 4 HORIZONTALLY i' CENTER ON WALL.PROVIDE T.O.WALL #5 DOWEL INTO FT6.TO MATCH VERT.REINF. �• PROVIDE 4 INSTALLY2" v GAP AND BASE PLATES Z AT ALL COLUMNS,TYP. O LL 5 � � 1 � 5 I � 1 � � ^_+ J ,�. 50.2 50.1 F2 G. V.2 `"F Z PROVIDE 4 f TALL Y2" E2� PROVIDE 4 I TALL)2" E2� "SPRINGFI 'GAP AND "5PRINGFIE 'GAP AND BASE PL AT ALL 3'--M 14'-IO�b" BASE 5 AT ALL 3'-?fie" 14'-10%' LALLY COLUMNS,TYP LALLY L ,TYP. O 04 10"WALL 4• 'I: 10'WALL 4" 10"WALL Z 0 LAIL r L y��Y Q CV I'-10'FT6. E2 COL. I'-10'FT6 F3 COL I'-10"FT6. J d. � T.O.SLAB } ELEV.-q'-6' T.O.SLAB Z CN 3 lELEV.-q'-6" 3 O F-- V) SLAB DETAIL O PROVIDE#4x46" _p SLAB DETAIL Q DIAGONAL REBAR S0.1 PROVIDE REBA 0 AT RE-ENTRANT tL DT RE-ENTRANT R LL Z 4-- 4'NORMAL WT.CONG.A SLAB CORNERS. SLAB CORNERS. Q O SLAB DETAIL T.O.WALL b T.O.WALL 4 4'NORMAL WT.CONG.A T.O.WALL - TA.WALL �. O Z LE ®BEAM SLAB-ON-GRADE. ®BEAM _�n _ POCKET O [-0'-♦'] `�' SEE DETAIL POCKET [-O'-5<a") � LL ADJACENT [-I-�4"] ADJACENT U _j i -- -- --- --- - UNIT UNIT N Q i� PROVIDE d INSTALL BEAM T.O.WALL FOUNDATION T.O.WALL .. i FOUNDATION L N 0 [ -�"] PROVIDE d INSTALL BEAM E_ POCKET AND P.T.BEARING PLATE .- ---- --- --� AS REQUIRED TO ACCOMMODATE 6 POCKET AND P.T.BEARING PLATE 6 BEAM.PROTECT UNTREATED PROVIDE 4 INSTALL BEAM `' AS REQUIRED TO ACCOMMODATE PROVIDE 4 INSTALL LUMBER WITH BUILDIN6 FELT O POCKET AND P.T. 50.1 I ! BEAM.PROTECT UNTREATED BEAM POCKET AND P.T. 50. i -- BEARIN6 PLATE TO 51M " LUMBER WITH BUILDIN6 FELT BEARING PLATE TO 51M ACCOMMODATE BEAM. p p ACCOMMODATE BEAM. 0 PROTECT UNTREATED - - PROTECT UNTREATED - fl U_ LUMBER WITH BUILDING ;N THE EVENT OF SEPARATE r O IN THE EVENT OF SEPARATE O FELT POURS,PROVIDE 4 INSTALL#5 O UMBER WITH BUILDING POURS,PROVIDE d INSTALL 45 I. ' '� x 30"LONG DOWELS®12"O.G. Q LL m x 30"LONG DOWELS®12'O.G. LL 5 VERT.DRILLED 4 EPDXIED INTO m VERT.DRILLED d EPDXIED INTO m FDN.W/b"EMBED. 5 FDN.W/6'EMBED. ss 50.1 5 ^, 50.1 � W 12'THICK GONG.FT6. 51M 10"WALL 12"THICK GONG.FT6. 51M 10"WALL Z REINF.W/#4 BAR5 0 I SLAB DETAIL REINF.W/#4 BARS 0 I SLAB DETAIL 12°O.G.EA.,BOT. 2'-5�." 50.1 I'-10 FT6. 2'-54 i 50.1 I'-10'FT6. 12"O.G.E.W.,BOT. ° U. [B.O.F.MIN 3'-b' BELL.MIN DE1 BELOW GRADE] BELOW GRADE] pp pp LU O 10"WALL 4"NORMAL WT.GONG. 10"WALL 4"NORMAL WT.CONC. � 0.1 I'-10'FT6. 5LAB-0ON-GRADE. Q I'-10"FT6. 5LAB-0ON-GRADE. Q O SEE DETAIL111-0 - • y.l •I.: � SEE DETAIL �-��yy � � � • 6"WALL 3 r 6'WALL �S 3 N ^ r' u, T.0.5LAB m 1 50.2 in T.O. $ 50.2 5 N W • T.O.WALL �ELEV.-1'-0'®GARAGE DOORS TO.WALL ELEV.-1'-0'®GARAGE DOORS r 1 � ' 1 [COORD.W/ _ [COORD.W/ z�+ 3 U V J ARGHL] F Q ARGHL] FL . N Dc PROVIDE T.#4 BAR T.O.WALL d PROVIDE G NT.#4 BAR ,' T.O.WALL • ENTERED AT T OF WALL [-0'-SI4'] T.O.WALL ENTERED AT T OF WALL [-0'-5 41 T.O.WALL 0 A NO CONTINUOUS VELED 2x3 [-O4] CONTINUOUS VELED 2x3 [-0-5�4] N SHEAR KEY AT WALL BASE IN THE EVENT OF SEPARATE SHEAR KEY AT WALL BASE IN THE EVENT OF SEPARATE POURS,PROVIDE d INSTALL 05 POURS,PROVIDE 4 INSTALL#5 J x 30'LONG DOWELS®12'O.G. x 30"LONG DOWELS®12"O.G. x 5 VERT.DRILLED 4 EPDXIED INTO 5 VERT.DRILLED d EPDXIED INTO ^` i ° ADJACENT r'.' ADJACENT 3 W fDN.W/b EMBED. T.O.WALL UNIT r ' fDN.W/6°EMBED. T.O.WALL 's 50.1 .j U_ [-0'-5V4'] 50.1 LL [-O'-51'4.] ,' UNIT O T 0 - FOUNDATION ° O FOUNDATION r T.O.WALL L Q - T O.WALL T.O.T WALL -1 4" O (-0'-54'] ®DOOR i0 3 I 4n p - p a DOOR �- - --------- ----- -- - ------- �, m ---------- ---- --- - ------- L -- - T.O.WALL ------ - ---- i-I---- - I T.O.WALL ------ -! [-0'-5V4] (J3.O.F.-4'-b°] i I y�. [-0'-'4'] [B.O.F-4'-b°] LO OVIDE(4)#4 VERT. __ b m VIDE(4)#4 VERT. I L---- --J 8 m N BARS AT PIER 50.1 BARS AT PIER �-1 50.1 4 o i 4 rt SO.I � , I o iI o i - l 10 i J T.O.WALL i _f_&b FT6- - -- j T.O.WALL --t`-b`FT6--- --- 2 [-I'-4'] b•WALL tl'-IGMS" tlb'-3' sl'-IGyS" 10 WALL 50.1 i - - GOORD.W/ARGH'L 50.1 i L-- ----� 1 GOORD.W/ARGH'L � ------- -------- 6 L------- -------- I b 50.1 ---------- -� 50.1 l'-10" 9'-2" Iq'-l' 1'-10" q'-2" Iq'-7 o b'-2' FOOTING SGHEDULE FOOTING FOOTING a FOUNDATION PLAN-WALK OUT BASEMENT A FOUNDATION PLAN-EGRESS WINDOW ID TAG 51ZE RE:INFORCIN6 0 56ALE:1/4'=1'-O" 56ALE:I/4"=1'-0" F 2'-O"x2'-0"xl2"THICK (3)#4 E.W.BOT. t, FOUNDATION PLAN NOTES: F2.5 2'-b"x2'-6°xl2"THICK (4)#4 E.W.BOT. 14i 1. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" F3 '-0"x3'-O"xl "THICK 4 #4 T. 3 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, GUT-OUTS,UNDERGROUND UTILITIE5,PIERS,FOOTIN65,SLABS, 6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH TO CONSTRUCTION. CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. Y2'THICK'SPRINSFIELD°GAP AND BASE PLATES AT ALL LALLY COLUMNS. 4. SEE 6ENERAL NOTE5 FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS o a 0 h G CAMERA-O'NEILL CONSULTING ENGINEERS 4"INTERIOR CONCRETE StructuralEngineenng Design SLAB ON GRADE w/bxb ioi Clock Tower Sy Portsmouth,RI oz87i = Z WI.4xWl.4 W.W.F.SLAB Camera/O'Neill SHRINKAGE CONTROL JOINT u" CONCRETE SHALL BE 'o.l ny Enq re-, �8 7S� (PROVIDE 5AWGUT JOINT O o i 3000 Psi MIX W/NO Uj PROVIDE AND ~ ~ ADDED AIR ENTRAINMENT. INSTALL CORNER 36" IN GONG.SLAB AND FILL w/ Z BARS TO MATCH AT LALLY COLUMNS,PROVIDE AND INSTALL " ,^,5 14i Y EPDXY AFTER SLAB CURES) O SIZE AND SPAGIN6 RUN HOR BARS OF HOR.WALL "SPRINGFIELD°GAP AND BASE PLATES. t '�� / s� ° CONCRETE FILLED LALLY -f 36 FASTEN GAP PLATES TO BEAMS W/(4J-I/2•DIA.LAG f �- 10 MIL.POLY.VAPOR _ —.__..C LONG i' REINF E.F. COLUMN,SEE PLAN SCREWS AND FASTEN TO CONCRETE FOOTING-5 WITH(4) PROVIDE 4 INSTALL 51MP50N P.T.POST, RETARDER.LAP EDGES ABUbb(OR ABU44 AT 4x4 SEE PLANS ; bill MIN. ' ° DIA.EXPANSION ANCHORS.TYP. POSTS)STANDOFF BASE d t' rl"' 'LL Z Z,,, m a / t SHIM SPACE.COMPLETELY PACK FASTEN TO CONCRETE PIER W/ '`•� /". W o% / / WITH N.S.GROUT TO ACHIEVE FULL DIA.EPDXIED THREADED f / / F >o c o� bill THICK COMPACTED� BEARING ONCE COLUMN 15 SET IN PLACE ANCHOR ROD(5°EMBED '��. t' ' r' / p W U Q— GRAVEL BASE LAYER. —�'• oc p W c °' ------ ' O F c°Ix f GONG.SLAB ON U x z m UNDISTURBED VIR6IN 501L T.D.SLAB EL. GRADE,SEE PLANS PERMIT SET U �z 2 OR COMPACTED GRANULAR FILL m U CONCRETE WALL INTERSECTION _ _ _• _ _ _ 0 10'DIA.CONCRETE 50NOTUBE a �Q! 1.5AWGUT 5HRINKA6E CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HAS. OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 GAPA13LE OF 5UPPORTIN6 PROVIDE AND INSTALL OUT51PE 5AWCUTTING EQUIPMENT. CORNER BARS TO MATCH SIZE AND J45.0.FOOTING EL. SPAGIN6 OF HOR.REINF. 5EE PLAN 5EE PLAN FOR PROVIDE d INSTALL 2.LOCATE 5HRINKA&E CONTROL JOINTS A5 INDICATED ON SLAB PLAN,OR AT 36 FOOTING 517E AND _z 3)#4 HOOKED MAXIMUM SPAGIN6 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING v REINFORCEMENT DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 1.5:I LENGTH 8 TO WIDTH RATIO. 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY 5U55TITUTE PRE-FA13RIGATED PLASTIC 5TRIP5 INSTEAD OF 5AWGUTTIN6.SUBMIT CATALOG GUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING B.O.FOOTING APPROVAL PRIOR TO U51N6. 3 SCALE:3/4"=1'-O" EL.SEE PLANS 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS-ON-GRADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND ! — 1 4 CONCRETE 50NOTUBE DETAIL,TYP. AGI-360 AND AGI-302. INSTALL IN51DE 2'-6"MIN.LAP (2)#4 BENT BARS SCALE:3/4"=1'-0" CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND TYP.INTERIOR SLAB ON GRADE DETAIL SPAGIN6 OF HOR. I WALL REINF.E.F. STEP VARIES, Z SCALE:NONE I SEE PLAN 0 f 2" (3'-0"MAX.) o` 36 I -2 16"MIN.LAP I 0 W 2 �"APA RATED WALL— (TYPICAL) CONTINUOUS SHEATHING,SEE FOOTI NG GENERAL NOTES. CONCRETE WALL CORNERS > (2)#4 CONT.AT v BOT.OF FOOTING 2xb WOOD STUDS®16"O.G. Q `^ 8"MIN. 7(2)#5 CONT.AT UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED O BOT.OF FOOTING &5y�PA .REINFORCED CONCRETE WALL DETAILS FASTEN PLYWOOD TO ALL TO CONCRETE WITH J"DIA.x 12"LONGLE:NONE DOOR JAMB BEYOND PLATES WITH 8d NAILS®4° HOOKED ANCHOR BOLT5 0 45"O.G. AND O.G.EA.PLATE,TYP. 6"(MIN)FROM BUILDING CORNERS,WALL 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12" 36„ ENDS,AND DOOR OPENIN65 SCALE:3/4"=1'-O" COORDINATE SLAB EDGE O.G.®6ARAGE DOOR J DETAIL WITH ARCH'L OPENINGS 24" - PROVIDE AND INSTALL FELT BOND DRAWINGS T.O.WALL BREAKER WHERE SLAB 15 POURED Q Cn F 'Rr'EL. P A AGAINST FOOTING/WALL,TYP. L1J GONT#4 NOSING T.O.SLAB ' T.O.SLAB 0 i r.. —.— EL.SEE 5LA5 ;�'• _, ;_� EL.SEE PLAN 2xb WOOD STUDS®16"O.G.UNLE55 2x6 WOOD STUDS®16"O.G.UNLE55 O NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR -- SHEARWALL SCHEDULES. SHEARWALL SCHEDULES. T.O.WALL Z Z U— OR SEE PLAN • 2 GONG.SLAB ON #4 GONTINUG�i:BAR GONG.SLAB ON O DOUBLE 2xb e P.T.2x10 SILL FASTENED DOUBLE 2xb a P.T.2x10 SILL FASTENED GRADE,SEE PLANS TOP OF WALL GRADE,SEE PLANS IL TO CONCRETE WITH A"DIA.x 12"LON6 TO GONGRETE WITH 9°DIA.x 12'LONG #4 CONTINUOUS BAR® - b"WALL 8"WALL W LL; HOOKED ANCHOR BOLTS®45"O.G. AND HOOKED ANCHOR BOLT5®46"O.G. AND TOP OF WALL - — U Q 6i b"(MIN)FROM BUILDING CORNERS,WALL °T46 APA RATED 6"(MIN)FROM BUILDIN6 CORNERS,WALL "T46 APA RATED Q U PLYWOOD 5UBFLOOR PLYWOOD 5UBFLOOR CONTINUOUS CONTINUOUS ENDS,AND DOOR OPENINGS. ENDS,AND DOOR OPENINGS. b TYP r BEVELED 2x4 bill - BEVELED 2x4 T.O.5UBFLOOR�$i_ T.O.5U5FLOOR SHEAR KEY,TYP. TYP. SHEAR KEY,TYP. EL.SEE PLAN EL.SEE PLAN -JkT.O.WALL T.O.WALL v v EL.SEE PLAN • EL.SEE PLAN m cn FASTEN PLYWOOD TO ALL �. FASTEN PLYWOOD TO ALL ��PRE-ENGINEERED - Q PLATES WITH 8d NAILS®4" PLATES WITH 8d NAILS @ 4" I FLOOR TRUSSES, �. •, ' O.G.EA.PLATE,TYP. _ I SEE PLANS B.O.FOOTING B.O.FOOTING O.G.EA.PLATE,TYP. ;` 0 0 d EL.SEE PLAN EL.SEE PLAN (2)#5 CONTINUOUS (2)#5 CONTINUOUS t (2)#4 CONTINUOUS (2)#4 CONTINUOUS FOOTIN6 SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BARS®BOTTOM OF /^��, BAR5®TOP OF WALL J BARS®TOP OF WALL NATURAL UNDISTURBED I_8" NATURAL UNDISTURBED I-8" I W PRE-ENGINEERED TOP CHORD _ FOOTING FOOTING , BEARING FLOOR TRUSSES, SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY 9 Z • SEE PLANS \—CONT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL COMPACTED GRAVEL FILL. TO GONG.W/0.157"DIA.HILTI TYPE U. P.T.2x6 BLOCKING BETWEEN X-U POWDER ACTUATED FASTENERS SECTION H A A N A A A TRUSSES FASTENED TO GONG.Wl " SEG O THRU 6 R GE DOORS SECTIO THRU 6 R 6E HALL Uj O ®I6 O.G.STAGGERED.CEILING 0.157 DIA,HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED SCALE:3/4°=1'-0° SCALE:3/4"=1'-O° ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)8d NAILS L BLOCK.CEILING STRAPPING SHALL BE FASTENED TO BLOCKING W/8d o NAILS®8"O.G. APA RATED WALL 2xb WOOD STUDS®Ib"O.G.UNLE55 5HEATHIN6,SEE NOTED OTHERWISE IN PLANS OR U I� LO - GENERAL NOTES. 5HEARWALL SCHEDULES. N FASTEN PLYWOOD TO ALL DOUBLE 2x6 SILL(P.T.ON BOT)FASTENED i `z 10"WALL 10"WALL PLATES WITH bid NAILS®4" TO CONCRETE WITH J°DIA,x 16"LONG 3b N O.G.EA.PLATE,TYP HOOKED ANCHOR BOLT5®45"O.G. AND 6"(MIN)FROM BUILDING CORNERS,WALL —#4 SLAB DOWEL5®12° 24• J' ENDS,AND DOOR OPENINGS. g z —J ' O.G.®TERRACE � ' T.O.STEM GONG.SLAB ON FOUNDATION 3 14VEL.SEE PLAN ZD GRADE,5EE PLANS T.O.SLAB 3 #5 CONTINUOUS HORIZ. _ EL.SEE SLAB .— BAR®TOP OF 5TEM T.O.SLAB Alk b"STEM EL.SEE PLAN T.O.WALL PROVIDE AND INSTALL FELT T.O.SHELF OVIDE AND INSTALL FELT EL.SEE PLAN 2 GONG.SLAB ON PROVIDE AND INSTALL FELT EL.SEE PLAN BOND BREAKER WHERE BOND BREAKER WHERE J • 4° BOND BREAKER WHERE GRADE,SEE PLANS CONTINUOUS 5LAB IS POURED AGAINST CONTINUOUS SLAB 15 POURED A6AIN5T SHELF 5LA5 I5 POURED A6AIN5T (1)#4 CONTINUOUS—� - 8°WALL LO FOOTING/WALL,TYP. FOOTIN6/WALL,TYP. BEVEL 2x4 FOOTING/WALL,TYP. BEVELED 2x4 10"WALL BAR5®TOP OF WALL SHEAR KEY,TYP. GONG.SLAB ON SHEAR KEY,TYP. GONG.SLAB ON #5 CONTINUOUS HORIZ. CONTINUOUS ° bill GRADE,SEE PLANS bill GRADE,SEE PLANS BAR®TOP OF SHELF 6 TYP BEVELED 2x4 TYP. TYP. CONTINUOUS -j SHEAR KEY,TYP. BEVELED 2x4 v SHEAR KEY,TYP. 6 cn c J O TYP. J • - O ' O B.O.FOOTING i B.O.FOOTING B.O.FOOTING EL.VARIES • • E.VARIES • _ EL.SEE PLAN I'-10" (2)#5 CONTINUOUS L i'-10° (2)#5 CONTINUOUS O 1'_a,. (2)#4 CONTINUOUS • SEE PLAN SEE PLAN . FOOTlN6 SHALL BEAR ON BAR5®BOTTOM OF BARS®BOTTOM OF NATURAL,UNDISTURBED FOOTING V FOOTING V FBOOTIN680TTOM OF B.O.FOOTING • ' + SUB-GRADE OR PROPERLY cn cn EL.VARIES COMPACTED GRAVEL FILL. m FOOTING SHALL BEAR ON FOOTING,SHALL BEAR ON SEE PION 1'-I0° (2)#5 CONTINUOUS NATURAL,UNDI5TURBED NATURAL,UNDISTURBED BARS®BOTTOM OF 5UB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. m FOOTING 10 5EGTION THRU TERRACE FOUNDATION 3 SCALE:3/4"=1'-0" c 5EGTION THRU FOUNDATION-PERPENDICULAR FRAMING CON THRU FOUNDATION-PARALLEL FRAMING G SECTION THROUGH WALKOUT FOUNDATION 5 G)fALE _ " 5GALE:3/4"=I'-O" CALE:3/4=I-O :3/4-I-O °. 0 u 0 0 M1 G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering Design ioi Clock Tower Sq Camera/O'Neill Portsmouth,Rl 0287-1 888•308 7541 �ars�ltny E"yi"°e, 51NOLE 2x4 SOLE PLATE,TYP. ° 2x4 WOOD STUDS®Ib°O.G. "PROVIDE CONTINUOUS 2x4 , 2x4 WOOD 5TUD5®I6 O.G. RIBBON FA5TENED TO EA. ,f r 5HEARWALL.5EE 5HEARWALL PLAN5 d 5HEARWALL.5EE 5HEARWALL PLANS I FLOOR TRU55 W/12d NAILS z z u+ e g E o. 5GHEDULE FOR ADDITIONAL 5GHEDULE FOR ADDITIONAL ,�,.,, z, W c co O% INFORMATION - t` _ INFORMATION 's 7 w—> >o C 0... 0 `Ln O C 51N&LE 2x4 50LE I U s t 3 PLATE,TYP. T.O.5UB-FLOOR U ^z V PROVIDE GONTINUOus 2x4 in T d 6 PLYWOOD GOORD.W/ARCH. COO FI TIN& PERMIT ET U "RIBBON"FA5TENED TO EA. 5UB-FLOOR. QUI ENT5 W/ FLOOR TRU55 W/12d NAILS 'L DW65. I PRE-ENGINEERED WOOD FLOOR TRU55E,5EE PLANS I PRE-ENGINEERED WOOD FLOOR TRU55,SEE PROVIDE Y4"DIA.x b"LONG PLANS \—PROVIDE AND IN5TALL TRIPLE 2x4 51MP50N 505 SCREW FA5TENED 5TUB P05T(NOT SHOWN)BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRU55 G.G.NOTE: TOP PLATE,TYP PLATE TYP BOTTOM CHORD®24"O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS 5HALL BE COORDINATED WITH TRU55 DE516NER 2x4 WOOD 5TUD5®Ib"O.G. 214 WOOD 5TUD5®I(i"O.G. 5HEARWALL.5EE 5HEARWALL PLANS d 5HEARWALL.5EE 5HEARWALL PLAN5 56HEOULE FOR ADDITIONAL 5GHEDULE FOR ADDITIONAL Z INFORMATION t INFORMATION 0 H w 2 SECTION THRU FRAMING AT PARTY WALL 5GALE:3/4"=1'-0" 0 0 J � N LLI 2x4 WOOD 5TUD5®Ib"O.G. O 5HEARWALL.5EE 5HEARWALL PLANS d 2x4 WOOD 5TUD5®Ib"O.G. Z Z LL- SCHEDULE FOR ADDITIONAL 2x4 WOOD 5TUD5®Ib"O.G. 5HEARWALL.5EE 5HEARWALL PLAN5 h O INFORMATION 5HEARWALL.5EE 5HEARWALL PLAN5 a 5GHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®Ib"O.G. n 5GHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.5EE 5HEARWALL PLAN5 d cm LU TRIPLE 2x4 SILL(P.T.ON BOT.)FA5TENED INFORMATION SCHEDULE FOR ADDITIONAL U L TRIPLE 2x4 SILL(P.T.ON BOT.)FASTENED v> Q °DIA.x 12"LONG SINGLE 2xb 50LE INFORMATION w U Q TO CONCRETE WITH TO CONCRETE WITH�"DIA.x 12"LONG HOOKED ANCHOR BOLTS @ 4b"O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS®48"O.G. AND b"(MIN)FROM BUILDING CORNERS,WALL °Td&APA RATED " GOORD.FIRE RATING PLYWOOD SUBFLOOR b(MIN)FROM BUILDING CORNERS,WALL END5,AND DOOR OPENIN65. REWIREMENT5 W/ END5,AND DOOR OPENIN&5. ARGH'L DW65. T.O.50FLOOR }; EL.5EE PLAN PROVIDE AND IN5TALL FELT BOND O IVEL.5EE PLANr �E.5EE LPLAN GAGA N5T FOO N6/W KER HHERE AL,TY 15 P. s J T.O.SLAB OJL EL.5EE LAN � 7 (2)#4 CONTINUOU Z S GONG.SLAB ON (2)#5 CONTINUOU5 PRE-ENGINEERED TOP CHORD BARS®TOP OF WALL GRADE,5E PLAN5 BARS®TOP OF WALL BEARING FLOOR TRU55E5, _ 10"WALL 5EE PLAN5 w O P.T.2x4 SILL FA5TENED TO CONCRETE CONTINUOUS J O WITH "DIA.x 120 LONG HOOKED ANCHOR 6" BEVELED 2x4 TYP. SHEAR KEY,TYP. ca BOLT5 0 4b°O.G. AND b"(MIN)FROM BUILDIN6 CORNERS,WALL EN05,AND � A� 1 DOOR OPENINGS. v N VJ LO B.O.FOOTING N NV EL.5 P A —(2)#4 GONTINUOU5 FOOTING SHALL BEAR ON I'-10" BARS®BOTTOM OF F04 NATURAL,UND15TMBED FOOTIN6 10'WALL SUB-GRADE OR PROPERLY J COMPACTED GRAVEL FILL. z nl 3 : W 3 SECTION THRU GARAGE AT PARTY WALL SCALE:3/4"=I'-O" E- 0 GONTINUOU5 PROVIDE AND IN5TALL FELT LO BEVELED 2x4 BOND BREAKER WHERE N SHEAR KEY TYP. SLAB 15 POURED AGAINST FOOTIN6/WALL,TYP. NP GONG.SLAB ON GRADE,5EE PLAN5CN G °o 2 B.O.FOOTING ; 111VEL.VARIES 5EE PLAN 2'-0" (2)#5 CONTINUOUS BARS®BOTTOM OF v �FOOTING m FOOTING SHALL BEAR ON NATURAL,UNDISTURBED 3 50-GRADE OR PROPERLY COMPACTED&RAVEL FILL. rn I 5ECTION THRU FOUNDATION AT PARTY WALL 5GALE:3/4"=1'-0" J 0 d 0 h G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering Design lol Clock Tower Sq Camera/O'Neill Portsmouth,Rl o2871 888.3o8 7541 ,-;n5v1t,ny E"y"•ee,s GENERAL NOTES: CONCRETE NOTES: STRUCTURAL LUMBER.ENGINEERED LUMBER: C v I.6ENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE-55 THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF"TIMBER CONSTRUCTION r� DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 4.5%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE"NATIONAL DE-516N SPECIFICATION FOR I�`f SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS 5TRE55-61RADE 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 LE55 THAN 3000 P51 AT t.•., GEOTECHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADE5 AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: ;pC S STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 PSI,E=1,300,000 PSI, �' 1 U.,! =Z of LU a% 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 DAYS JOIST5/RAFTER5/3EAM5:5PRUGE-PINE-FIR NO.2,FB=815 PSI,E=1,400,000 P51 ; f s H m o < THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN � I 4SRS AND 1S6). PRESSURE TREATED LUMBER:SOUTF+ERN PINE NO.I,E=1,400000 P51 ` •\, ::r, i 3 H' Q'_ ppCK l �• O W U oe •N O 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUGIN6 ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2x6 0 16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL '. O0 O W Q t7 GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILT[X-U POWDER DRIVEN ~_ 3 a N ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TEST5 CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TE5TIN6 LAB ON FASTENERS®16'O.G. PERMIT SET " ~°' "0 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO U Z o TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL NUMBER OF STUDS O0 U Q GORE INFORMATION AND DESIGN LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(iBG),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER WITH 160 NAILS.NAIL RELATED REFERENCE:A5GE 1-10 1.A CONCRETE MIX DE-5I6N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH 51DE-5 STAGGERED 4'APART. CONCRETE U5ED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE H15TORICAL BREAK DATA FOR EACH MIX OF 6�JJERAL NOTES-PEE-ENGINEERED WOOD TRUSSES: FLOOR LIVE LOA05: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LE55 THAN ONE JACK STUD AND TWO FULL I.WOOD TRUSSES SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: HEIGHT 5TUD5 AT EACH 51DE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN PRIVATE ROOMS 4 CORRIDORS SERVING THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE(50 UNLESS NOTED OTHERWISE. TWO JACK 5TUD5 AND ONE FULL HEIGHT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. TRUSSES", -I` D BY THE TRU55 PLATE INSTITUTE. PUBLIC ROOMS d CORRIDORS 5ERVIN6 THEM:100 P5F g.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. 2•ALL ROOF TRUSSES AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER SNOW AND ROOF LOAO5/FACTOR5: ENGINEERING REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE 51MP50N L55U SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRUSS MANUFACTURER5 REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT RE13AR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.RIDGE STRAPS(10 80 NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3.WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP 6ROUND SNOW LOAD(P :30 P5F BEN05,DETAILS,ETC. 8.FLUSFI FRAMING SHALL BE SUPPORTED B THEY JOIST HANGERS DESIGNED FOR •E RILL CAPACITY OF THE SUPPORTED DRAWINGS BEARING SEAL AND SIGNATURE OF THE DESIGN PROFESSIONAL ENGINEER.REGISTERED IN THE STATE FLAT ROOF SNOW LOAD(PF):30 P5F OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF RGI 318,BUT IN NO CASE SHALL THEY BE MEMBER, SNOW LOAD IMPORTANCE FACTOR(fs):1.0 LE55 THAN 2'-0"OR 48xDIA. 5UBMITTIN6 TO ARCHITECT.SHOP ORAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRU%LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ce):1.0 Cl.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DE516NED TRUSSES UNDER ALL PARTITIONS RUNNING TRU55 DETAIL SHEETS 5HOWIN6 CONFI6URATIOR DIMENSIONS,LOADS,MEMBER SIZES AND 6RADE5,MEMBER THERMAL FACTOR(CO:1.0 II.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRU55 6EOTECHNICAL FACTORS: 12.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)RILL MESH PANELS AT 51DE5 AND EN05 AND BE 5EC)RELY DE516NER),ETC. FR05T DEPTH:Y-6" WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. ASSUMED 501L BEARIN6 CAPACITY:SEE'FOUNDATION NOTES"IT 15 A56UMED THAT 4.TRU55 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTIN6 THI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.5EE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND CUT 11.EXTERIOR WALL 5HEATHIN67 SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.I"HUBER"ZIP'SYSTEM 15 FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL OUTS. PERMITTED, PROP05ED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND "ZIP-R"INSULAl1=D PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH Bid NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOAD5 DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LESS THAN 6"O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL EDGES MUST BE BLOCKED AND NAILED EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,El ECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.5HEATHIN6 PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRU55 DE516NER SHALL CAREFULLY OWNERS SHALL RETAIN THE 5ERVIGE5 OF A QUALIFIED GEOTEGHNIGAL ENGINEER TO AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED 0 TEST AND EVALUATE THE 51TE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TU55,SHOWER UNITS,WITH THE G.G.,ARCHITECT,AND MECHANICAL DESIGN. h VERIFY THESE A591MPTION5 AND PROVIDE A GEOIEGHNIGAL EN6INEERIN6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5UB-FLOORING SHALL BE 3/4'TONGUE d GROOVE APA STRUCTURAL I RATED 94EATHIN6 EXPOSURE I UNLE55 w PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF"BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN 5U8-FLOOR TO SUPPORTING FRAMING WITH INDU5TRY STANDARD SUB-FLOOR 5.DEAD LOADS: CY WIND FACTORS: REINFORCED CONCRETE"AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 5d NAILS 0 6"O.G. ROOF TRU%TOP CHORD DEAD LOAD:O P5F RISK CATEGORY:11 AND AGI-305/306 G1JIDE5 FOR HOT/COLD WEATHER CONCRETING. ROOF TRU55 BOTTOM CHORD DEAD LOAD:10 PSF BASIC WIND SPEED(V):130 MPH FLOOR TRU55 TOP CHORD DEAD LOAD:15 P5F EXPOSURE CATEGORY:B 16.G.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL 13.ROOF 5HEATHING ON FLAT ROOFS SHALL BE MINIMUM "T4G APA STRUCTURAL I RATED SHEATHING FLOOR TRU55 BOTTOM CHORD DEAD LORD:10 P5F TOPOGRAPHIC FACTOR(Kzt):1.0 BE CONSIDERED ARCHITECTURALLY EXP05ED 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 6.11ZU55 DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD ENCLOSURE CLASSIFICATION:ENCL05ED PRODUCE THE DESIRED ARCHITECTURAL FINISH. G.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(IF.SELF SHEATHING. 0 P CONSOLIDATING CONCRETE),RE13AR PLACEMENT,AND METH005 OF VIBRATION TO PRODUCE A FULLY DEFLECTION CRITERIA OF U600 AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF INTERNAL PRESSURE GOEfF GG I:l0.18(ENCLOSED BLOW N SALIENT CORNER DISTANCE:(7-0" CONSOLIDATED CONCRETE POUR FREE OF V0105 AND/OR"HONEY-COMBING". 15.ROOF 5HEATHING ON FLAT ROOF5 AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT THE LESSER OF 3/4"OR L/360 UNLESS SPECIFICALLY APPROVED OTHERWISE. 0 ROOF PITCH:77-45 DEGREES IN MORE THAN 6"O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4"O.G.IN AREAS WITHIN 48"OF T WOOD TRU55 ERECTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY LU COMPONENTS AND CLADDING:UNFACTORED WIND LOADS 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK.REPAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRACING. F- ZONES I,2 d 3 ROOF WIND PRESSURES DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O L TRIG AREA ZONE I(FIELD) ZONE 2 IDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID"HONEYCOMBING"AND VOIDS IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF J"APA RATED PLYWOOD 8.TRUSS SPACING SHOWN IN STRUCTURAL EN6INEERIN6 PLANS ARE FOR REFERENCE ONLY.GENERAL 10 5F 30.4 P5F 35.6 P5F 35.6 P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-5TAC71%CONCRETE VI5RATOR5 IN CONGESTED AREAS,MODIFIED 5HEATHIN6 WITH END AND SIDE JOINTS 5TA66ERED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF 5HEATHIN6 CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAWINC-6 FOR ACTUAL TRUSS LAYOUT AND 5PAGIN6 Z 20 5F 28.q P5F 34.0 P5F 34.0 P5F CONCRETE MIX DE516N5 TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE 9UPPORTIN6 FRAMING WITH 8d RINK-SHANK NAILS®12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURP05E5). J 50 5F 2(bb P5F 32.0 P5F 32.0 P5F CONTRACTOR'S DISCRETION. STAGGERED BETWEEN NAILS FROM SUCGE551VE LAYERS. U 100 5F 25.2 P5F 30.4 P5F 30.4 P5F 15.CONCRETE VOIDS AND EXCE551VE"HONEY-GOMBING"SHALL BE DOCUMENTED AND REPORTED TO THE 11.SOLID BLOCKING SHALL BE PROVIDED AT RID67E5 AND EAVES TO SUPPORT AND FASTEN PANEL ED6E5 IN W ZONES 4 4 5 WALL WIND PRE55URE5 ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHOD. PAR61N6.DRY-PACKING,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR Z O "FLOATING"THE ADJACENT SLAB TO FILL VOID5 ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING L- TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) CONTINUOUS PANEL E06E SUPPORT AND FASTENING. 10 SF 33.0 PSF 40.1 PSF SIGNIFICANT VOIDS. LLJ 20 5F 31b P5F 38.0 P5F 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z /11 Z 50 5F 2qB P5F 343 P5F STRUCTURAL STEEL NOTES: DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 0 lJ 100 5F 28.4 P5F 31b P5F 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE RISC SPECIFICATIONS AND CODE5, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, ,- 500 5F 25.2 P5F 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING,AND SQUASH BLOCKS. LU 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL BE A5TM Agg2 FY=50 K51.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVU,LAMINATED STRAND LUMBER(L5U,AND PARALLEL STRAND LUMBER(P5L)SHALL U J w FOUNDATION NOTES: CHANNELS,ANGLES,AND MI50.STRUCTURAL STEEL SHALL BE A5TM A-36,FY=36 K51.ALL SQUARE AND 8E VER5A-LAM BY 8015E CASCADE OR EQUAL. w U Q I.ALL 501L CONTAINING ORGANIC OR UN501TABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H55)SHALL BE A5TM A-500 6RADE B FY MINIMUM 46 K51. Q to Q CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,PC=150 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND P51 FG=3000 PSI,FV= 285 PSI,E=2,000000 P51 2.ALL 501L SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A301• SUB6RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P5L C0LUMN5/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=750 AT LEAST 3000 PSF.GG SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4.ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI,FV= 285 PSI,E=1300,000 P51 SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE G.G.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. O RESPONSIBLE FOR CONSTRUCTING THI5 BUILDING AND SURROUNDING SITE/SUB6RADE 22.LVLS AND PSLS SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE RILL IN STRICT ACCORDANCE WITH THIS REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE E10XX. LENGTH OF THE MEMBER. 3 6.ALL WELDING SHALL BE DONE BY CERTIFIED I^ELDER5 AND SHALL CONFORM TO THE AW5'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF A5TM D-255cf-16. 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF AND GAS WELDING IN BIUILDIN6 CONSTRUCTION',LATEST EDITION. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. 24.ALL 5IMP50N CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,POST GAPS,EGTJ SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4"DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. EACH TYPE OF 501L TO BE COMPACTED. OF 10,000 POUNDS UNLESS NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRE59JRE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.501L SHALL BE COMPACTED TO NOT LE55 THAN g5%OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF I/4"UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. A5TM D1551 IN LIFTS NOT TO EXCEED 6"LOOSE DEPTH. O q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FA5TENER5 EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE 6.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TE5TIN6. WEATHER SHALL BE MADE FROM NON-CORP051VE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE � O 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 0 10.AN INDEPENDENT STEEL TE5TIN6 AGENCY SHALL PERFORM ALL ULTRA50NIG INSPECTION AND TESTING.THE aNO 0*1 ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAM5 SHALL BE FASTENED TO RE-515T UPLIFT LOAD5 WITH 51MP50N PC/EPG j c 1.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T GAPS AND 48"LONG(UNLESS OTHERWISE NOTED)51MP50N 206A COIL STRAPS.STRAPS SHALL BE EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH 51DE-5 OF POST. FASTEN STRAPS WITH 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND 100 NAILS THROUGH ALL AVAILABLE NAIL HOLES. N 8.SEE PLUMBIN6 AND ELECTRICAL DRAHIN66 FOR UNDER FLOOR SYSTEMS AND SPECIAL SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. GRANULAR FILL MATERIAL REQUIREMENTS. 25.ALL GEILIN6 FRAMING(INCLUDING TRU55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALL5 SHALL BE a Cz LO 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,LOOSE a FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL GEILIN6 MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO 04 9.NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST 5U86RADE CONTAINING FRAMING WITH ARCHITECT OF RECORD. FREE WATER OR ICE. ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. a) • 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL 0% 10.ALL 5LA55-0N-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE d INSTALL J"RUT WELDED AND FITTED WE13 STIFFENERS BOTH 51DE5 AT ALL BEARING 4 POINT CONTINUOUS 2X&CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING `N GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE 010 DECKING SCREW 506RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTEGHNICAL ENGINEERS THROUGH TOP OF RAFTER. OF RECORD. 14.GUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES $ __j SHALL BE SHOWN ON SHOP DRANIN66 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF r HOLES OR GUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN THIS PROVIDE AND INSTALL HORIZONTAL ENE PLYWOOD PANEL CENTERED ER THE PRE-ENGINEERED WOOD RIM"O.C. C /I` II.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN GOf`151DERED IN THE THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®6"O.G. VJ DE516N OF THE FOUNDATION FOR THI5 STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERMISSION FROM THE STRUCTURAL EN61NEER OF RECORD. (3 NAILS PER STUD). PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN6INEERED WOOD RIM TRUSS TOP CHORDS, z GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTEGHNIGAL ENGINEER,CIVIL 15.GENE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS®6'O.G.AND TO THE TRU55 VERTICAL MEMBERS WITH Bid NAILS® GENERAL C •- ENGINEER,OR OTHER QUALIFIED DE516N PROFESSIONAL TO ENSURE HYDROSTATIC AND EN RAL N6 REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY'THE GENERAL 6'O.G.(3 NAILS PER VERTICAL MEMBER).THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER m FORGES DO NOT EXIST. CONTRACTOR PRIOR TO 5UBMITTIN6 TO ARCHITECT.SHOP DRAWING 5l1BMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS®6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH MATERIALS,LENGTHS,CUT5,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS®6'O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY RILL HE16HT KING STUD AND JACK V) 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE RESPONSIBILITY OF OTHERS. ITEMS,EEG. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)ad NAILS(5 EACH KING AND JACK) F o LOJ N co c 2 e J 9k j O U 3 O ti u Q 0 0 h PROVIDE 51MP50N PC&Z COLUMN GAP AT ALL DECK POSTS CAMERA•O'NEILL ALL DECK BEAMS SHALL BE- 0 0 0 o CONSULTING ENGINEER_ FASTENED TO P05T5 TO o,o 0 o ww�oStructural Engmeenng Design AT END POST,PROVIDE AND o p RESIST UPLIFT WITH SIMPSON '� '� AT END POST,PROVIDE AND imCtockTowersq INSTALL l0"LONG,20 6A Ste` S� COIL STRAPS,SEE DETAIL `�� �-� % INSTALL 10"LON6,20 6A Portsmouth,R1o287i s s I Camera/O'Neill 51MP50N COIL STRAP FROM ONE CONTINUOUS P.T.TRIPLE 2x12 BEAM(FLUSH) 51MP50N COIL STRAP FROM ONE ,.,uny Engine, �d�7541 51DE OF POST,UP AND OVER THE 51DE OF POST,UP AND OVER THE TOP OF THE BEAM,AND DOWN THE TOP OF THE BEAM,AND DOWN THE OTHER SIDE.FILL ALL AVAILABLE OTHER SIDE.FILL ALL AVAILABLE NAIL HOLES WITH IOd NAILS.SEE P.T.112ICK NAIL HOLES WITH IOd NAILS.SEE 4 ��N"N r A< SIMILAR DETAIL 1/52.0 1ST ®I O.G. 51MILAR DETAIL 1/52.0fy 50•I ao ao ao x NTI US .T. 12 sue` PROVIDE d INSTALL--, Z Z W m 0. L FA NE x a aa 't � to � E b SIMPSON ABU44 STANDOFF t.t``�, UA cc ;C4 c N O RI JO TTMI GLL BASE d FASTEN TO GONG. 1,� w- m o �v, 51.1 5 DS (2 4"x "L G. THOC READED ANCHOR ROD1(� �� .•- ;r W W � m- 5 50 O "0 1 41j I b EMBEDJ PROVIDE S INSTALL BEAM POCKET AND I O ~ 0°a y PROVIDE t I TALL N �• �QU P.T.BEARING PLATE TO ACCOMMODATE PERMIT SET " L 3 12 PAIR 1 T LZ PROVIDE d INSTALL 50'I BEAM.PROTECT UNTREATED LUMBER WITH ~m TENSI N TIES ry PAIR OF DTT2Z BUILDING FELT oc Z �j TFWtQN TIESQ 2x8 mPLE zxv __, +g C s HEADER HEc_ SOLID r DOUBLE 2xb 5TUB PO5T O PRE-ENGINEERED GIRDER Y O PRE-EN6INEERED 61RDER p(x-i L.V.L.BEAM(FLUSH) FULL DEPTH 50LID > L.V.L.RI rnTAI;2 BEAM(FLUSH) DE516NER TYP. z_ ' OVIDE QUAD 2xbry ARCH'L DW65. I z oc'i'E ARGH'L DW65. I.O til tL N HEADER CO<�Ctr "LpdL( �°� COC�Cr "�dLY 4Ak 4.4k 0�6� t p� p > W- > -4 J 'SPRIN6FIELD'GAP AND _J SPRIN6FIELD'GAP AND _ w w LALLY COLUMNS.TYP. w w w-1 LALLY COLUMN5,TYP. PRE-EN6INEERED GIRDER PRE-ENGINEERED 61RDER . Q p Q Z Hi 32" O r ( r ' LU MPHr Z® 1 50.2 I n I 50.2 J J lL IN6FIELD'GAP AND `� 5PRIN6FIELD'GAP AND `n 5 LALLY COLUMNS,TYP. Uj Ck LIN r-y 5 LALLY COLUMNS,TYP. r O nll-d - 50.1 uli_Q _ N Z O "LALLY "LRLL r C N 4 INSTALL FIROVIDt I INSTALL AR ITS (3) Q +- ROW Opi-F BLOGKIN6 ROW OF BLOCKIN6 _j L N BELGH BEARING WALL TRU55 DE516NER NOTE Q TRUSS DE516NER 15 RESPONSIBLE FOR BEARING WALL 1 Q 0 U O SPECIFYING ALL CONNECTION AND TRUSS DE5167NER NOTE: UPLIFT HARDWARE.TRUSSES SHALL BE -a TRU55 DE516NER NOTE: O 0 p? DE516NED TO MEET ALL BEARIN6INDICATES APPROX p> TRU55 DESIGNER NOTE: PW AGRHIEEVEI REQUIRED APPROACHES TO TRUSS DESIGNER NOTE: LJL -� - GOORD.I^U ARGHJG.G. BUT ARE NOT LIMITED TO,BEARING - GOORD.W/ARCH/6.G. Z PRF_ ENGHANGERS,ADDITIONAL TRU55 PRFQ Z U_ w PLIES,DIFFERENT MATERIALS,ETC, - J.- cz SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS/INFORMATION F LL w J lL W ¢ Q N PROVIDE d INSTALL BEAM L PROVIDE Q INSTALL BEAM J I POCKET AND P.T.BEARING PLATE b POCKET AND P.T.BEARING PLATE AS REQUIRED TO ACCOMMODATE =PROVIDE 3 INSTALL BEAM AS REQUIRED TO ACCOMMODATE -PROVIDE d INSTALL b -- BEAM.PROTECT UNTREATED c POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED c BEAM POCKET AND P.T. LUMBER WITH BUILDING FELT O BEARIN6 PLATE TO SIM LUMBER WITH BUILDING FELT O BEARING PLATE TO 50'1 ACCOMMODATE BEAM. ACCOMMODATE BEAM. 51M O �D® PROTECT UNTREATED ® PROTECT UNTREATED z LUMBER WITH BUILDING z I w FELT WITH BUILDING FELT S N 5 ^^`` `r p 50.1 p 50.1 W � SIM � 5 I 5 c � O UUj A o O V i 3 I 3 co 50.2 50.2 4 W wU N 3 N _j Z � � C •- E I i LO 50.1 b PROVIDE d INSTALL 1 `N SIM 50•I SIMPSON ABU44 STANDOFF 50.1 50'I I BASE!FASTEN TO GONG. 50'1 I W/5/e"DIA.EPDXIED THREADED ANCHOR ROD(b" a c Q EMBED) Q C 50.1 � 50.1 i e B FIR5T FLOOR FRAMING-WALK OUT BA5EMENT '7 A FIR5T FLOOR FRAMING-ECGRE55 WINDOW 5GALE:I/4"=I'-0" 50.1 5GALE:I/4"=I'-0" • PLAN NOTES: PLAN NOTES CONT.: SIM I. 8J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.Oz.2J-2K MEANS 2 4. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING 5TUD5 WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENT5 AND PREVAILING STATE BUILDING CODE. 10. ALL MULTI-PLY WOOD AND/OR EN6INEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURERS 2. ��•-vINDICATES 51MP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HAN6ER5 REQUIREMENT5 AND PREVAILING STATE BUILDIN6 CODE. s SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. in 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Yy THICK"5PRIN6FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL 6UIDE TO FRAMIN6.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERH15E NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD 6AN6ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 3 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRESSURE TREATED OR HOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL b. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMNS WHICH PA55 THROL16H FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMIN6 TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVE5,BRACKETS,GUTTERS,CORBELS,BUILD-OUT5,PAD-OUT5,AND ALL OTHER APPLIED b. ALL PLATFORM FRAMED 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 o CRIPPLE STUDS,"SQUA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD, ti CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engmeenng Design ioi Clock Tower Sq Camera/O'Neill Portsmouth,Rl02871 lny Enpnecs 888•308-7S41 t ! A y - �j Z Z at ypp EP .•'1J( 7 V l all0� y crW U 0 _ c a N PERMIT SET " r,Z o m U Q PRE-EN6INEERED ROOF TKISS,SEE PLANS a G.W.B.,GOORD. APA RATED WALL 5HEATHING, ��W/ARGH'L ADJACENT 5EE GENERAL NOTE5. UPPER ROOF TRU55 SHALL UNIT SINGLE 2xb SOLE PLATE BEAR ON LOW ROOF TRU55 0 z 2xb WOOD 5TUD5®Ib"O.G. y- J"T46 PLYWOOD vi < SUB-FLOOR. Z �w 0 LL W z I ZZ, H 0O x w w LL PROVIDE AND IN5TALL TRIPLE 2xb w 5TUB PO5T/5QUA5H BLOCK(NOT 2x4®Ib"O.G. GEARING/SHEARWALL 5HOWN)BELOW ALL JAMB AND p 0 P05T LOCATIONS ABOVE. J t Q wp Q� PRE-ENGINEERED PRE-EN6INEERED ROOF 0 Q DOUBLE 2xb WOOD FLOOR TRU55,SEE PLANS O 70P PLATE,TYP TRU55E5,5EEPLAN5 N PROVIDE 2x DIA6. PROVIDE BLOCKING BETWEEN BRACING®48"O.G. FLOOR TRU55E5 TO PROVIDE J _ N 5U55TRATE FOR FLOOR SHEATHIN6 FA5TENIN5 Lj z Y I-- N 1 O b 5EGTION T HROUGH EXTERIOR WALL-PARALLEL FRAMING 0 SCALE:34"=1'-O" PRE-ENGINEERED FLOOR Z LL TRU55,5EE PLANS 2xb 016'O.G.BEARING WALL 2x4 alb"O.G. U GEARING/SHEARWALL w Q 2xb®Ib"O.G.BEARING WALL N CONCEPTUAL SECTION SCALE:I/2"=I'-O" APA RATED WALL SHEATHING, G.W.B.,GOORD. 5EE GENERAL NOTE5. W/ARGH'L O s 51N67LE 2xb 50LE PLATE e; 2xb WOOD STUDS®Ib"O.G. oZ Z Td G PLYWOOD PROVIDE GONTINUOU5 2x4 SUB-FLOOR. IL u "RIBBON"FA5TENED TO EA. wp O FLOOR TRU55 W/12d NAILS 5 a W O O Olill U. PROVIDE AND INSTALL TRIPLE 2xb STUB PO5T/5QUA5H BLOCK(NOT SHOWN)BELOW ALL JAMB AND P05T r- t'Z v LOCATIONS ABOVE. C t /� w Q APA RATED HALL--,, I v a w SHEATHING,SEE >a- PRE-ENGINEERED WOOD FLOOR GENERAL NOTES. a r 1 _v C Q DOUBLE 2xb TOP PLATE,TYP. TRUSSES,5EE PLANS 2x BON HARDWARE L HIT U55 4 GO J015T DE516NER. N PRE-ENGINEERED WOOD TRU55, 5 Z J 5EE PLANS t ^` HOOP PRE-ENGINEERED W (Di!AL' TON THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING RS 46 A WOOD TRU55,THINO E:3/4"=1'-0" 5EE PLAN5 m o V) PROVIDE AND INSTALL APA RATED T46 o UPLIFT ANCHORAGE PER E PLYWOOD SHEATHING LAP SHEATHING TRU55 DE516NER t2'-O"MINIMUM PROVIDE d LO INSTALL UPLIFT N 1'-0'MAX ANCHORA6E PER TRUSS DE516NER ti WOOD BEAM, HEADER, a 0 5EE PLAN5 SEE PLAN5 c 2x LADDER FRAMED RAKE PRE-ENGINEERED P.T.P05T, "APA 5TRUGTURAL I RATED WOOD ROOF 5EE PLAN5 -� EXTERIOR PLYWOOD TRU55 SHEATHING.5HEATHIN6 5HALL PRE-EN6INEE TRU55 DE-516NER NOTE: CONTINUOUS LEDGER®HEEL OF EXTEND TO TOP OF GABLE WOOD GABLE PROVIDE SEAT TO MONO-SLOPE T T RUSSES FASTENED THROUGH END TRU55 END ROOF ACCOMMODATE LEDGER. 5HEATHIN6 AND INTO WALL 5TUD5 WITH(2)J"x41'2" TRU55 51MP50N 505 5GREW5®Ib"O.G. 5EE ARCH.FOR REFER TO TRU55 DE516NER'5 REQUIREMENTS EXTERIOR FIN15HE5,TYP. FOR TRU55 FASTENINGS TO LEDGER AND WALL. U &V5,Er-TION THROUGH PORCH ROOF RAKE LADDER FRAME DETAIL AT TRU55E5 ALE:3/4"=1'-O" SCALE:3/4"=I'-O" NOT USED 0 5GALE:3/4"=1'-O" o U 0 •o c h G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineenng lkstgn ioz Clock Tower Sq LADDER FRAMED RAKES NOTE Camera/O'Neill Portsmouth,R+o287i LADDER FRAMED RAKES ARE NOT SHOWN 92�3�754i FOR CLARITY.REFER TO DETAILS 4/51.1 FOR n,inte. ADDITIONAL INFORMATION GABLE END BRACING V E W GEILIN6/BOTTOM CHORD OF TRU55 ALL PORCH BEAMS SHALL BE TRUSS DE-516NER NOTE SHALL BE FASTENED TO EFFECTIVELY FASTENED TO POSTS TO TRUSS DESIGNER 15 RESPONSIBLE FOR �" f BRACE GABLE END WALL5. PROVIDE SIMP50N H2SA I SPECIFYING ALL CONNECTION AND I 0 o UPLIFT ANCHORS AT EA.END p RESIST UPLIFT WITH DETAIL N .� . o. COIL STRAPS,SEE DETAIL UPLIFT HARDWARE.TRUSSES SHALL BE R OF ALL ROOF JOISTS,TYP. Q'� A DESIGNED TO MEET ALL BEARING T.' \s D D REQUIREMENT5.APPROACHES TO FRAMER NOTE. .% _ l' z z LU m E a PROVIDE SIMPSON LU5210 = _= TRIPL 10- M( 0 ) GABLE END BRACING -- - - n f - ACHIEVE REQUIRED BEARING INCLUDE, :.-�-- 1 L DOUBLE TOP PLATE "'t9 c o% -----L-12 -- - :T=_T0_ - - BUT ARE NOT LIMITED TO,BEARING 'SH LL NOT HAVE ANY w-= i c dFAGE MOUNT HANGERS AT —CONTINUOUS 2x10 LEDGER FASTENED THROUGH GEILIN6/BOTTOM CHORD OF TRU55 - L ~ Q-ENGHANGERS,ADDITIONAL TRU55 J NT5 ACROSS STAIR G ui U W ALL ROOF JOISTS,TYP. A f0 I O SHEATHING AND INTO WALL STUDS W/Y4°x4Y2' I PLIES,DIFFERENT MATERIALS,ETG SHE-BE FASTENED TO EFFECTIVELY O NIN6 °C r,�+ o t pp O.G(b" N. F IMA / SEE GENERAL NOTES FOR ADDITIONAL p �_ C o c / SIMP50N SDS SCREWS®IB O.G.STAGGERED BRACE 6ABlJ=END WALLS. tJ �JINV REQUIREMENT5/INFORMATION ' Y U 3 3 _ _ _'� -- - ---- -- --- '` -— P ER M IT S ET � Z J-!k ==— =—= ===== === === -==� == TRU55BLOGKIN6 ___ Q �TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 PROVIDE AND INSTALL SOLID TRIPLE 2xb TRIfI'LE 2xb TRIPLE 2xb TRIPLE 2xb )III x WHEADER HERDER HEADER HEADER Q I BLOCKING EA.51DE OF ALL RIDGES, HEADER_LU IIII PROVIDE d INSTALL w m VALLEYS d HIPS AND AT ALL EAVES Jill CL SIMPSON DTTIZ ME TO 6 PANEL EDRT AND GES SEE GENERAL STEN SHEATHING TENSION TIE GENERAL NOTES IIII o IJIJ-1— - p�LE(5 IN LU x4 POS1 , •I FIRST RAFTER/FIRST TRU55 PROVIDE CONNECTION- a FASTEN FIRST RAFTER/TRU55 THROUGH HARDWARE PER - Nzfft SHEATHING INTO WALL 5TUD5/TRU55 �k6 F MEM5M5 W/Y4'x4%"51MP50N 50H p0$p SCREWS AT Ib°O.G.5TA66ERED °pST FIRST TRU55 - OLE%OTHERWISE NOTED) GIRDER TRU55 \ + TRUSS DE-51 SHALL ACCOMMODATE IFIED 2x4 @I&"O.G.BEARING 1 ADJACENT WALL(SHOWN SHADED) UNIT 7 i 24°LV.BEAM��' 102M x ADJACENT WALL(5HOWN SHADED) i PROVIDE TRIPLE 2xb I G.G.NOTE: WALL(SHOWN SHADED) THI5 WALL 15 THE PARTY--\ SEE SECOND FLOOR HEADERS AT ALL WALL BETWEEN UNITS FRAMING FOR ALL ' (3ii N LOW ROOF FRAMING I i \-� ~ OPENINGS TRUSS Y4ALL BETWEEN UNIT O HEADERS,BEAMS AND + ' BLOCKING, SEE NOTE, H POSTS + ILI) t-1 2 1 � =3 W I_ IUf w I V.2 W p — IIII IIII � TFJ)%DE5164,ER NOTE: v. 1 J-1 k III GIRDER TRU55 SHALL N IIII 2x4 016"O.G.BEARING Ix BE DE-516NED TO Q IIII WALL(SHOWN SHADED) IIII • m FROM HEADERS ABOVE y l _X NO IIII W I PROVIDE AND INSTALL 4&"LONG,20 GA _ _ I W 51MP50N COIL STRAP FROM ONE 51DE OF BEAM,SEE PLAN IIII z O N IIII U POST,UP AND OVER THE TOP OF THE BEAM, IIII `L' -'Q w IIII AND DOWN THE OTHER SIDE.FILL ALL ry w ry u1- O Z IIII 2x4®lb"O.G.BEARING- AVAILABLE NAIL HOLE5 WITH IOd NAILS. O Q N IIII WALL(SHOWN 5HADED) BOTTOM OF P05T SIM,SEE GENERAL NOTES IIII \,\ FRA 6G NOTE: ,J Q QIII L R NOTE: PROVIDE d INSTALL LL V PROVIDE TRIP xb I TAPERED INSULATION AS REQUIRED 5IMP50N PG OR EPC P05T GAP, + 5 EAVE TO PROVIDE P051TIVE DRAINAGE LL V) SEE GENERAL NOTES EN OGKfN(F7, DORMER WINDOW AND PREVENT PONDIN5 ON FLAT Z LL Q Q J, P.T.POST + NOTE OPENROOF MEMBERS O } i SEE PLANS �,' TRU55 DE516NER SHALL rOr11 Q o + i h ACCOMMODATE SPECIFIED HANGER Z v O Q �i ,q PLUMBING LINE L ATION, TRi W Z LL �k6 p�T PRE-ENGINEERED WOOD 61RDER �T• I ?k6 F PRE-ENGINEERED WOOD FOR THE TRIPLE 24'L.V.L.BEAM O TRUSS BOTTOM CHORD p�T C/) C71RDER TRU55 TYPICAL DECK/PORCH BEAM STRAP DETAIL ILL! TRU55,SEE NOTE 51_-ALE:3/4'=1'-O" + -- w U Q IJ-2p / I�i I 0 v� G.G.NOTE: SEE ROOF FRAMING IIII O S�'O f III 2 ,[ FOR ALL ROOF FRAMING HEADERS, IIII 5HEA PAN 51.1 L BEAMS AND POSTS IIII III DIMENSIONS W/ARCHL Eo)HeS. O IIII I III PRE-ENGINEERED WOOD GIRDER 5 IIII w 13 IIII IJ 2K )III Z ADJACENT III 7 PROVIDE d INSTALL UPSIDE I UNIT 7 v p PRE-ENGINEERED WOOD 61RDER TRUSS DOWN 51MP50N IU5356/112,5 FACE MOUNT HANGERS J BLOCKING i �' TRUSS ry ® BLOGKItJG,� C,® ADJACENT LU O SEE NOTE SEE NOTE U1 + UNIT 7 a Q Q� _ + _ 0 2xb 016"O.G.BEARING + WALL(SHOWN SHADED) WALL(SHOWN SHADED) 2xb LE06ER TO PROVIDO 1; � FASTENING.FASTEN TO TRU55 TOP ^' THIS WALL 15 THE PARTY i CHORD W/Y4'x3"51MP50N `N + SCREWS®I6"O.G.STA66ERE I ` o ^` ►J-2K PRE-ENOINEEREG! IAL WOOD TRU%DESi6PER NOTE: � `4 —--� 2 "GHIMNE PRE-ENGINEERED"CHI O r-- IIII 50'2 III PRE N6INEERED SPEGI D CHIMNEY WALL 6�f0ME Z J IIII Q "CHIMNEY' IIII ,-2K I III TRL66 DE GABLE END 5HALL I 3 IIII r`+ � � •- IIII�_ III OVER BATHI 001,1 WALL PRE_ "INEEK[A 5FPEC I AT°TRUSS D I_2K IIII - PRE-EN6INEERED GIRDER TRU55 DIRECTLY BELOW WALL ABOVE BATHROOM WALL V) TRIPLE 2x6 TRIFLE 2xb HF6�$ tEAQEt� O HEADER R t"2K -------TR19��• ------ I + oo= L ——— c La H—— �-�'(III HFl6 =__ Ill ry ?c ' ? PRE-EN61t�RED iii + LO �II ry HIP TRU55 III PRE 1 0 ^' DOUBLE 2x10 Ill DOUBLE 2x10 3EAM D+ 4"O.G. BEAM(DROPPED) III -( Z----_ TRIPLE 2xb HEADER b l i TRIPLE 2x8 HEADER ° ____________ ______ __________ ___= 51.1 P.S.4x ===== = == =_=- = = == = = ARCHITECTURAL �a ti POST -J EMBELLISHMENTS BY OTHERS. A,* Nx COORDINATE WITH Z 4 N CONTINUOUS 2x8 LEDGER®HEEL OF ARCHITECTURAL DRAHIN65 � Q� 3 0� MONO-SLOPE TRUSSES FASTENED T AT BLOCKING,DE516NER NO J 51.1 ry THROUGH 5HEATHIN6 AND INTO WALL OT�S BLS TO SEE NOTE STUDS WITH(2)#"x4Y2"SIMP50N 505 ACCOMMODATE B SECOND FLOOR FRAMING SCREWS®Ib°O.G. SCALE:I/4"=I'-O° REFER TO TRU55 DE-516NERS ROOF FRAMING J 3 REQl11RE1`11ENTS FOR TRU55 FASTENINGS A 70 LEDGER AND WALL. 51.1 SCALE:I/4"=1'-O° o • PLAN NOTES: PLAN NOTES CONT.: I. #J-#K JACK AND KING 5TUD5 SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I.e.2J-2K MEANS 2 a. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENT5 AND PREVAILING 5TATE BUILDING CODE. WW2 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFAGTURER5 2. -INDICATES SIMP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HAN67ER5 REQUIREMENT5 AND PREVAILING STATE BUILDING CODE. $ SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. IT. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. eel 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Y2°THICK'SPRINGFIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, 3 AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 3 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING o END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATION5,5HELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLA135,AND ALL b. REFER TO GENERAL NOTES FOR FARTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,5OFFIT5,RAKES,EAVES,BRACKETS,6UTTER5,CORBELS,BUILD-OUT5,PAD-OUTS,AND ALL OTHER APPLIED o b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEA7`URE5 AND EMBELL15HMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE o CRIPPLE STUDS,°5QUA5H BLOCKS',AND/OR FULL-DEPTH 50LID BLOCKING. ARCHITECT OF RECORD. s h G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engmeenng Design 101 Clock Tower Sq Camera/O'Neill Portsmouth,Rl0287-1 my[ngmres 888 308 7541 �� v y y UJI LU LU cc �_ I H_� mc4 Uv, AT WALKOUT BASEMENT t~ 'r'n /�' r ~Vs~ 0% Q rn- OPTION,PROVIDE'STI" -• `� O W U vi Cie�f ofpW Ot p STRAP HOLDOWNS IN LIEU O F- E O C OF°H2°HOLDOWNS AT U s r 3 FIRST FLOOR FRAMING PERMIT SET STI STI STI STI U ^Z U Q M 5WI 5WI SWI oo oo 00 x 1 ADJACENT UNIT THI5 5HEARWALL IS THE— PARTY WALL BETWEEN UNITS N Z 0 LU W 0 z 0 oo Q � CL _� CV J oo Q cn Cieo ° Z LU ° o � z LL. LL W w o oll He H8 w Q Q N 0 o o O o oo oo 5 W e _• � � Z L.L. 1 ADJACENT LU O oo UNIT 7 �^ lo 00 J O V r � x � W I s N v/ 3 U LO . CN 2 - W • � � N 0 3 0 Z 3 a ZD 00 o o V) j T V LO j ti FIR5T FLOOR 5HEARWALL5 n BA5EMENT 5HEARWALL5-WALKOUT BASEMENT OPTION SCALE:1/4"=1'-0" V 56-ALE:1/4"=1'-O" q SHEARNALL SGHEDULE z e U 5HEARWALL PLYWOOD 5'1 TROCK WALL 5TUD5 BLOGKIN6 NAILING FIOLDOWN NOTES: ID TAG FACE FACE 0 PANEL EDGE5 0 EDGE57 PANEL EDGES I. ALL THREADED ROD HOLDOWN5 SHALL BE FASTENED TO CONCRETE FOUNDATION5 WITH HILTI HIT HY 200 EPDXY 5Y5TEM INSTALLED IN STRICT q • ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 5WI OUTER INNER SINGLE 2x BLOCKED 8d®b"O.G. 2. ALL MULTI-PLY WALL 5TUD5 FASTENED TO HOLDOWN5 SHALL BE 57AN6ED T06ETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. SW2 NONE INNER SINGLE 2x BLOCKED #b SCREWS 0 4"O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,`STI'STRAP HOLDOWN5 SHALL BE EXTENDED THROU6H FLOOR 5HEATHING AND FASTENED TO 5W3 EITHER BOTH DOUBLE 2x BLOCKED 8d 0 3"O.G. BEAM5/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,5HELVE5,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS HOLDOWN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'PRAHIN66 PRIOR TO HOLDOKN CONSTRUCTION. THREADED a ID TAG 5IMP50N HOLDOWN FA5TENER5 ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL# FASTENED TO: TO FRAMING DIAMETER CONCRETE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®b"O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON J015T5 W5d NAILS®b"O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5052.5 DOUBLE WALL STUD SD5 SCREWS 5/b"DIA. 12" ~ WITH&d NAILS®6'O.G.(3 NAILS PER VERTICAL MEMBER).THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR 5TUD5 WITH 8d H4 HOU4-5D52.5 DOUBLE WALL 5TUD 5D5 5GREW5 5/6"DIA. 12" NAILS®b"O.G.(3 NAILS PER STUD).ALL 50LE PLATE5 AND TOP PLATES SHALL BE NAILED WITH bd NAILS®b'O.G."EXCEPTION:PLYWOOD PANEL SHALL a H8 HDUB-5D52.5 TRIPLE LSL WALL STUD 5D5 SCREWS '1/8°DIA. 12" BE FASTENED TO EVERY FULL HE16HT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) STI G5-20x54"LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM o a ti GENERAL NOTES: GENERAL NOTES: GAS FURNACE W SPLIT AIR CONDITIONER SCHEDULE 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE LABEL(ID) MAKE MODEL(INDOOR UNITS) HP IBTUHNPUT OBTURUTPUT PH AMPS FUSE CO DEL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9. BRANCH SUPPLY AND RETURN ORMIES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR AHU-1/CU-1 HEIL N9MSE1002120A 3/4 100,000 97,000 115 1 14.6 20 EDM4X48L21 NXA648GKA 4.0 16 209/230 1 26.1 40 AMP SEE NOTE 1 ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. L) CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALL 10. ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINDAM STATIC NOTES:1.PROVIDE SPLIT SYSTEMS WITH HIGH/LOW PRESSURE SAFETIES,T'XV VALVE,CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS. PRESSURE DROP. 2.PROVIDE AUXII-ARY DRAIN PANS. =Z W E LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED us O ac o 11. THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED. 44 p c u a TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE AIR DEVICE SCHEDULE m c a_ FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE p W V Q'it `4 FOR PERMIT COSTS. m.- LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES oc p u+ c t o EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED o c 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY O _ STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR CD-1 HART&COOLEY A682M 12x6 7"� SEE PLANS 2-WAY CEII ING SUPPLY DIFFUSER - U = HAVING JURISDICTION.IT SHALL ALSO MEET THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE m 2016 NEW YORK STATE UNIFORM CODE SUPPLEMENT. SURFACE,BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. FG-1 HART&COOLEY 421 12x6 7"¢ SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR ^Z R j 3. THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO 12. DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINIMUM THICK METAL RR-I HART&COOLEY 661 12x12 - SEE PLANS WALL RETURN GRILLE FULLY INFORM ITSELF OF ALL CONDITIONS. DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M1502 RR-2 HART&COOLEY 661 2414 - SEE PLANS WALL RETURN GRILLE INSULATE DRYER 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS. CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE. RR-3 HART&COOLEY 661 24x12 - SEE PLANS CEILING RETURN GRILLE ���^�c 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR .�`�c�'�° Nfiv,, AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND NOTES:1.COORDINATE AIR DEVICE LOCATION,QUANTITY,THROW,S Q SIZE,AND CEILING TYPE HARDWARE BEFORE ORDERING. � p• •~f'�.,��i-•: 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. r ( PROJECT. APPLICABLE CODE REQUIREMENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN,BALANCE PER CFMS LISTED. r' 1•"s_ 6. THE MECHANICAL CONTRACTOR SHALL SUBMIT 0&M MANUALS AT THE CONCLUSION OF THE 13. ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS. 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK. 14. APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM PROJECT. DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ° 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW THE EXHAUST AND SUPPLY FAN SCHEDULE ''•y;;'::.<::',;,..� MANUFACTURERS RECOMMENDED CLEARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. I 15. COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS, LABEL(ID)MAKE MODEL CFM S.P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFY THE ARCHITECT J FOR A RESOLUTION. EXTERIOR WALLS,HEAT SOURCES AND SUPPLY AIR DEVICES. EF-1 PANASONIC FV-05-I I VKS1 80 0.2" 120 1 0.16 - 4" SEE NOTE 1,2,3,4 S. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH HEF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 1,2,3,4 INSULATION TO MEET CODE REQUIREMENTS,DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE SF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 5,6,7 METAL WRAPPED WITH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCTWORK SHALL NOTES:1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LMUM TO 14'MAXlMUM.ALL EXHAUST 2.PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. AND INTAKE DUCTWORK SHALL BE METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO 3.INSULATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION. Z MEET CODE REQUIREMENTS. 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD 0 6.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUI URE DUCT HEATER. h 7.PROVIDE WITH CONTROLLER,MOTORIZED DAMPER,FAN WITH EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM. ELECTRIC WALL HEATER SCHEDULE NOMENCLATURE LABEL(ID)MAKE MODEL CFM HTR WATTS VOLTAGE PH AMPS NOTES WH-1 QMARK CWH-1202 65 1,000 240 1 4.2 SEE NOTE 1,2,3 -{� UNDERCUT DOOR I" NOTES:1.FURNISH WITH INTEGRALTHERMOSTAT. N 2.FURNISH WITH DISCONNECT. O 3.PROVIDE WITH ALL NECESSARY HARD WARE. U EXHAUST FAN N W ® FLOOR OR CEILING SUPPLY DIFFUSER O M ZW J it RETURN GRILLE Q Q W C) Z p Z= 0 MANUAL VOLUME DAMPER O Q r, Z LL- � _V) CF-- MOTOR OPERATED ZONE DAMPER UFe W Q F- Z O 0 THERMOSTAT � o �Q Z LL OO W � co N � Lo CN J C� ZW CV V) Lo 04 Z Z W EO' W(3 j O vsyH m COS CWU QIx -:- FC.E Q C a m� U U �.Z o w U Q 7"4 C7„ 7"4 7114 ,y�Nll ul►IINh/!I 7„ C ��`rtE;IF NcK rl�'SS C 75 CFM 7"0 FRESH AIR UP -0- 7"HONEYWELL FRESH AIR DAMPER N O W OC w CD-1 Z N 7s CFM 1 O 1Z N c '"4 O 4"0 EXHAUST O O r-- + t EF-I r- Z D TB � 711 Z �uu } CD-1 p W LL 7"4 -1 50 CFM c/) 200 CFM a Q Lli LU V 0o Q J Q c o VO EXH UP p h Q 0 K 0 16x10 12"0 BYPASS Z o + W DAMPER K � o K O ^' �----HONEYWELL LL. O W8150 FRESH AIR w CONTROLLER. J N 20xl2 r- o AHU-1 r- 10"0 BASEMENT N 1 ZONE DAMPER r- 16x10UP A\ 1 16x10 2ND FLR U) ZONE DAMPER (V n n n 16x 10 1ST FLOOR .... ZONE DAMPER J N Z (D 7114 7„ ._ E 7"4 t Lo N 1 UNIT"C2"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" ZzW Eua m.p y� R �y H j0 M� a W V Q OC 'u1 OLQ W C �^ C a m� U xm V ^Z o U Q CD-1 II III IIINry/ ® ® ®FG-1 FG-I FG-1 150 CFM ,.''"'=NE •�.. FG-1 120 CFM � 120 CFM 120 CFM FG-1 120 CFM ®120 CFM F = 7"+ 7 4 FRESH AIR FRESH AIR .,^Y••' INTAKE 7"0 FRESH AIR DN Cl1-I 0 4.0 TON h Z 7"¢DOWN 0 in 7"0 EXH UP w cc ol 14x 14 MAKE z Z UP AIR SUPPLY cxrl CL N w N FG-1 10"0 UP O THRU 50 CFM N ROOF O -- LL- - = 711j CD-1 Q 0 r 55 CFM o Z - 2 w EF-1 n EF-1 406 EXH O Q Z LU 0 V LL- FG-1 Od 130 CFM 7EF-1 EF-1 a �u 4.6 EXH U � Q F URE HEATER M D Q U 4"0 14x14 FRESH F-I AIR FROM 10"0 EXH.UP TO ROOF ABOVE CD-1 KITCHEN HOOD W/ 2 ;o- 55 CFM INLINE EXHAUST IN ATTIC.INTERLOCK INLINE HOOD EXHAUST FAN WITH MAKE EXHAUST UP AIR FAN. FAN IN ATTIC. Z 10"0 KITCHEN HOOD EXH UP (HEF-I) RR-3 410 CFM 14"4 O RR-2 UJ O 1015CFM QT1 14" m+ � Al (y yyH_I 16x10 SUPPLY& __ V`J � p 16x 10 SUPPLY& RETURN DOWN N Cie I RETURN UP&DOWN ^; Lo N �-- Oz FG-1 a) N FG-1 130 CFM 50 CFM DRYER BOX •c r- cm CD-1 4 p 150 CFM to Lo N 4"0 DRYER EXHAUST FG-1 EF-1 TO WALL CAP. 55 CFM 4"0 BATHROOM EXHAUST ® TO WALL CAP. 4"0 EXH DUCT 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN M- SCALE:1/411=1'-0" M- SCALE:1/4"=1'-0" zz� m Em 64 c u v b N m O CO. GWU <o[ oLpM. O G c� _ C a CD _N U F—m � U ^Z o 0 U &iw66110j"Ap "r............. H Z O H 1 w Z O a10"+BATH EXH O-- N TERMINATE W/ ROOF CAP. O } O ch b U II O L NOTE:ALL ROOFTOP PENETRATIONS Z Z \ N SHALL BE THROUGH FLAT ROOF AREA. O Q LL C _ .. "' U u J w LLJ U (\ 600 CFM INTAKE CURB AND CAP. L H 0 10"b HOOD EXH W/CURB&CAP. Z LL O L1J 0 -� m N a N � � Lo N I— 0� N Z � ZD •- Lo N 1 UNIT"C2"ROOF PLAN M-3 SCALE:1/4"=1'—0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 LINEAR STRIP LIGHT AMPS:200 WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M.L.O. Fo MOUNT 48'MAX AFF a WALL MOUNTED TWO TONE DOOR CHIME, PHASE/WIRE:1/3 MOUNT 7'-0'AFF $ SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE:120/240 Z Z W E MOUNT 48'MAX AFF U.N.O. WALL MOUNTE 9 THREE MOUNT 48 YMAX AFF U.N.O.D SWITCH, A.I.C.:22,000 W m c_ y C N U ,�`4 FOUR WAY WALL MOUNTED SWITCH, GWu Qoe T MOUNT 48'MAX AFF U.N.O. CIR. TRIP NO. NO. TRIP CIR. c ul o t a O 120v,MULTI-STATION SMOKE ALARM NO. AREA SERVED AMPS A.W.G.POLES POLES A.W.G. AMPS AREA SERVED NO. U = 12 3 m cft WITH 9VDC BATTERY BACKUP m v LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) V ,.Z o co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 °L u WITH 9VDC BATTERY BACKUP EP ELECTRIC POWER PANEL 3 RECEPTACLES:MEDIA PANELS(BSMT) 20 #12 1 1 #12 20 RECEPTACLES:BSMT BATHROOM 4 MP AFCI AFCI DEDICATED GFI(1) N11.0 sle"I" O MEDIA(TEL OR CATV)PANEL ��a``�'c 'r,NF!'4 ti�iy 20 20 RECEPTACLES:1st FLR BATHROOM 5 LIGHTING:STAIRS,HALL(2nd),LINEN(2nd) #12 1 1 #12 6 N- •;i) J❑ JUNCTION BOX AFCI AFCI DEDICATED GFI(1) ; 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)&GDO AFCI AFCI RECEPTACLES FOYER,LAUNDRY&EXT.GFI(1) _ - (n DUPLEX RECEPTACLE,ONE SIDE SWITCHED, 17 MOUNT 18•AFF U.N.O. LIGHTING:LIVING&DINING 20 20 LIGHTING:W.M.ROOM [I]J GFI DUPLEX RECEPTACLE,MOUNT 18'AFF U.N.O. 9 RECEPTACLES:LIVING,FP&DINING AFCI #12 1 1 #12 AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) 10 ; lT III DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES:KITCHEN COUNTER 12 RECEPTACLES:KITCHEN(GENERAL) AFCI AFCI TELEVISION OUTLET,PROVIDE WITH RG CABLE TO 20 20 a TV S 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 CATSE CONNECTOR 20 20 LIGHTING:RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING 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 O 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 p� 12'MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED RECEPTACLES:BATHROOM(#2,2nd) 20 20 LIGHTING BEDROOM#2 CLOSET WP INDICATES WEATHER PROOF ENCLOSURE 21 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#2 22 GD INDICATES GARBAGE DISPOSAL Lu DW INDICATES DISHWASHER 23 RECEPTACLES:BATHROOM(#3,2nd) 20 #12 1 1 #12 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM(2nd) 24 Lu Q N DEDICATED GFI(1) AFCI AFCI RECEPTACLES:BEDROOM#3 R INDICATES RANGE O REF INDICATES REFRIGERATOR 25 LIGHTING:ATTIC 20 Z(^ N HD INDICATES RANGE HOOD RECEPTACLES:HEF-1&SF-1(ATTIC) AFCI #12 1 FUTURE MAKEUP/SUPPLY 26 `v FP INDICATES FIREPLACE 27 2 #6 50 DUCT HEATER(ATTIC) 28 Z- c} D INDICATES DRYER WHA WALL HEATER W W INDICATES WASHER (W.M.ROOM) 20 #12 2 0 0 INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 CU-1 30 Lu Q W L GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC C3 SIDE OF INTERIOR DOOR CONDENSING UNIT t� Z L 31 HWH-1 32 r<W O .Q GENERAL ELECTRICAL NOTES- ELECTR(BSMT UTILITY)C HOT WATER HEATER 30 #10 2 Z t Z � 33 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 0- CL U W W 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015),AND ALL APPLICABLE w LOCAL CODES AND/OR AMENDMENTS. 35 SEA SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 U J= U Q 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. o W f- h - - - - - - 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 SPARE SPARE 38 PHASE AND CIRCUIT NUMBERS. - - - - - - 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN 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. 6.CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND. 7.TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS. Q B.ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS. ' O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH. W m PANEL ^` N 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR 120/240,200A,1P,3W VJ GROUNDING. METER STACK w/BREAKERS, M.L.O.,TYPE 1 ow 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 WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER TERMINAL BOX (1)2'CONDUIT REQUIREMENTS 120/240 V 0 WITH(3)#3/0 CU ^` 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE 0 VJ 400 A Lo AND AMPERE RATING TO SUIT EACH FUNCTION. 1-P,3-W UNIT'C2' N 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY UNIT'C2' RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES CATV TEL O O� O - cv RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER. UNIT W A` 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL o •� r- CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL 0 SERVICE GROUND UNIT'C1' 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. V) 15.ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE - CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48'AFF. Lo 16.WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. (2)2'CONDUIT WITH(3)#3/0 CU EACH N -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 CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. (1)1'CONDUIT WITH 18.ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5.5 FEET AFF TO BE LISTED (1)RG-C CABLE 02 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) = 19.A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL TO BUILDING METAL WATER PIPE UIT WITH #S CU GROUND TO CO 1' ND DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1 CA ND CABLE 3/4'x8'GROUND ROD SECTIONS.FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS. 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 ALL FIRE RATED ASSEMBLY PENETRATIONS.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. zzW Ea C� (J Hy ;04 CO. O W U Q oc 1•- o c r a m U U JEm ^Z O U Lr ,.•�U NF,l3•��.� t UP / I � I � I � I I UNFINISHED UTILITY Q TV I \ I \ z O BASEMENT j N OC_ to `\ Z O \ Q O.1 CL CV WALK-IN Q M CL/O EF O r u_ .64 BATH w �\_-0 0 W LL_ C Q uJ ce co \ ui h Q SE \ 1 \ \ II O O � I EP / / HWH Z MP-CATV e MAKE-UP AIR MP-TEL CONTROL PANEL O w co O UNFINISHED AHU N I UTILITY a UNEXCAVATED _ r- 1 \ N Cie C: N c. z � N Z •c: E v7 Lo N UNEXCAVATED 1 UNIT"C2"BASEMENT PLAN E-1 SCALE:1/411=11-011 zzW Ea usj O H ;NO C O: O IY V Q oe 'R'_° CD °Louj of og O ��-- 110 Z D \ WP a u TV i i \ I BEDROOM#2 "'' ' \ LIVING \ ROOM UP Q Tv MASTER BEDROOM DN -- 11 /N FP T \ �fY�/ \���TELD CUe 1 / DN 7' \ z / / 1 0 W / I nc 3 COO WP DININ6 1p � 1/ WALK-IN Q I R90M C / I CL CL N CL 0 clq // --0 1 I OO 0 L MASTER I FLOOR I J M BATH RECEPTACLE I LL. EF I -� Q O it �C �\BATH EF Z C3 OPTIONAL GARBAGE `-' I \ 0' I I UNIT A,Cl,C2 SERVICE, t@\ DISPOSAL WALK-IN .69� \\ 1 HALL Z tLIJ o DISCONNECT AND UTILITY CL V METERS REFER TO RISER 0 0 \\ KI _ [� C� I \\.0 I O06 r W 0 - Q GD Q DW \ h < < (� U � 0 KI / I C EF I� C / BATH EF I/ R� I I KITCHEN \ �C� LOCATED IN THE ATTIC H'F / �\ � i WALK-IN Z c O o 1 CL GFP / / O 0 �dL_ \\I REFS 3 `P3 / OGDO SWITCH TON CONTROL co ATTIC LIGHTING \ GARAGE 'O I OPTIONAL / �! 1 / ELECT.DRYER / a TV TEL D U ^, I VJ I CL I� LAUNDRY I/ _ N AH� 7 ` � � ID BEDROOM#3 / 11 GFP I N w I z � \ I � 1 � GFP \/ FOYER 3 un 0 1 \ \\ \ wPV C BATH -- \ �_0 WP 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" c\j E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE SYMBOL ABBR DESCRIPTION - _-DISCHARGE PIPE TRIM CONNECTIONS INLET s S or W SOIL or WASTE PIPING SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS MANUFACTURER MODEL WASTE VENT WATER WATER s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) - - �, - - -———————- V VENT PIPING VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" 1 „ _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM ��c L) SEAT,SEE ARCHITECTURAL ELEVATIONS& Lw LW LAUNDRY WASTE PIPING FLOAT SWITCH `PLAN W O oe g o PLANS FOR TRIP LEVER LOCATION ab VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, q N�0 �N C O. -——-Lv-——- LV LAUNDRY VENT PIPING P-1A WATER CLOSET KOHLER K-3998-0 - - 3" 2" „ _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 o W u a'a .m nn► 11►V INDIRECT WASTE PIPING SEAT,SEE ARCHITECTURAL ELEVATIONS& o o W Q W C t 0 PLANS FOR TRIP LEVER LOCATION _ ;0. 3 42 Nv CWW CLEAR WATER WASTE PIPING U m Z 0 CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" 1/2' 1 „ WHITE,VITREOUS CHINA W/OVERFLOW, ,� ^ TP TP TRAP PRIMER PIPING SYSTEM SEE FLOOR PLANS PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. G G NATURAL GAS PIPING GATE VALVE ` CHECK VALVE P-2A LAVATORY KOHLER K-2359$-0 KOHLER K-11076-4-CP 2 2 WHITE PEDESTAL W/OVERFLOW.POLISHED u �►�+n cw CW DOMESTIC COLD WATER PIPING n " 1 „ 1 „ ,�a�' L +�+ CHROME FAUCET W/POP-UP DRAIN. •"�,s`; HW HW DOMESTIC HOT WATER PIPING �•:.� E,�..l Nocw NDcw NON DOMESTIC COLD WATER PIPING WHITE,VITREOUS CHINA W/OVERFLOW,CHROME P-213 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" „ ' BALL VALVE FAUCET W/POP-UP DRAIN. CQ STEEL COVER PQ NATURAL GAS VALVE �— 1 FLOOR SLAB UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, -+ ;'.ti ,;;.,''�~ 291�"x 15*x 7 ION DEPTH,PROVIDE GE BALL AND DRAIN VALVE KITCHEN K-3183 n n 1 „ GFC325V 3 /4"HP,120V,1 PHASE,60 HZ DISPOSER, DRAIN VALVE HIGH WATER ALARM INLET P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2 2 /2 CONTINUOUS FEED WITH DISHWASHER DRAIN � Y1 PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES - OXBOX _ /4 TURN BRASS BALL VALVE LOCATED BEHIND d6 os&Y OS&Y GATE VALVE P4 ICE MAKER BOX SIOUX CHIEF - - - �" - ' FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) Z SHEET METAL SAFE WASTE PAN 2"UPTURNED TMV THERMOSTATIC MIXING VALVE Y1-3- OXBOX ONE Y3= WASHING _ - EDGE.SEE APPLIANCE SPECIFICATIONS FOR 3 - P-5 MACHINE VALVE SIOUX CHIEF 2" 2" „ 1/2 PAN SIZE ?S)REQUIRED.DOUBLE HOSE BIBB TRAP PRIMER 12 &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN oc STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT 8 K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE �j 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CP 2" 2" �n 1i�1^ Lu O Q FLOOR DRAIN K-1150-0-LA BATH SPOUT,SHOWER ARM W/FLANGE AND P-0 NO SCALE K-304-KS-NA SHOWERHEAD. 0 J NO 6-)00ED OPEN END DRAIN N NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z Q .+ o- METER w/VALVES _ _ K-TS 11076-4 „ „ 1 " REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER KOHLER 2 2 /2 1/2„ SHOWER ARM W/FLANGE AND SHOWERHEAD. Lu PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. z j ] PIPE CAP OR PLUG „ " 1/2' 1 „ W THERMOMETER P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2 2 " r2 UTILITY SINK FAUCET W/LEVER HANDLES W Q Lu O PIPE CONTINUATION VACUUM RELIEF VALVE J V) 2:� PIPE UP THROUGH SLAB ABOVE n HW FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2 2" - - LAUNDRY ROOM UNDER WASHER 0 Lu0 BLADDER TYPE z PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK HOT WATER TO SYSTEM 0-Q 2: � SUPPORTED FROM PIPE RISE/DROP FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS = w BUILDING L j Q Q oc W&T WASTE AND TRAP STRUCTURE w J r' U co CLENOUT I AREAWAY CAST IRON STRAINER, V COLD WATER AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - _ � VANDAL ��V) N —� FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET\ PROOF SCREWS cw W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB - _ _ _ �4„ - 1/4 TURN,POLISHED BRONZE,FREEZE PROOF UNION(TYP.) �— — WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT BV BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, >_ PRESSURE&TEMP. HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT Z VTR VENT THRU ROOF RELIEF VALVE PROVIDE WITH EXPANSION TANK,SEE DETAIL VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6'OF FLOOR HOT ANTS NOT TO SCALE HEAR 120 GAL Li. CFH CUBIC FOOT PER HOURLu DRAIN VALVE L SF SQUARE FOOT g ^�^11 N L.O.W. LIMIT OF WORK U.N.O. UNLESS NOTED OTHERWISE FLOOR 6"NF � I V&C VALVE&CAP LO FM FORCE MAIN �J (INV.)X'-X') INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL P-0 NO SCALE - N GENERAL PLUMBING NOTES: N 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015)AND ALL APPLICABLE T't LOCAL CODES AND/OR AMENDMENTS. 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE _ GAS PIPING TO UNIT ------- --------- LO - INSTITUTE'STANDARDS FOR WATER HAMMER ARRESTORS. C2 BY PLUMBER N N 3.LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK I I --—--—-- I I GAS PIPING TO UNIT ABSORBERS,CLEANOUTS D ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR 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 I� 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF Y-0'BELOW GRADE. I I, ,IEl UNIT C2 LEFT UNIT A I� UNIT Cl 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, ,I TO EACH UNIT BY � �I I� � 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS PLUMBING CONTRACTOR I I' it OTHERWISE NOTED. 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 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 1'-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_-Cl RIGHT 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-0 NO SCALE BEING SERVICED. G YG(281 CFH) ZZW eCcv� Eco °' � y � Ca0 U< G W U Q& O 0 W C a)O r m� u = Fm 3/4'CW ^Z u Q GAS DOWN TO BELOW GRADE 4'AREAWAY DRAIN PIPE TO FOUNDATION AD _ DRAINAGE SYSTEM ' ~c-� 1 N Z 0 3/a. sn uul oc 3�-HWy 2-G(281 CFH) YW 3�-CW H 0 �—Hw r1�-HW Z N cw fT� 6 YW Lu O P- { 3,2-Cw � v N ►�w 2'V Z HWr r2 2'WB�T � Q 4-- I-cw cw 1�'HW Q J - M S 2'V fi'Cw /ap^ CL cw FIVN—� cw P-1A� I D 9 22"V 21W v Q T, cw S \r I_.J �'Cw �-Cw O 'I G cw J�l z LL a) - NIHw_cw FIVN , L�'F—�'CW O J� r Ll— l�S= __ v ON HW 2'W&V H cw P-2 2.W&T ooe tii di PIPE lh'HW&CW TO PEX MANIFOLD CL CW �-CW U J Q 4' � N 2'FM +0 11/1'G(181 CFH) 3'S !--HW 51 FM �I!�,\_3"RADON BELOW SLAB BY GC 2'V (2)1fYCW �. HW SIMPLEX SEWAGE EJECTOR 2'4- ll 3'RADON (21 CW SEA SEE DETAIL Z COORDINATE PEX PIPING �� TO NOT RUN OVER -120 GALLON ELECTRIC �[ ELECTRICAL PANEL ON III HOT WATER HEATER THIS WALL c;i`��sc3i� HWH-1 LL. O r--0—3i'CW Lu O era ca 1'CW 0 cw 1'G(100 CFH) W REFER TO CIVIL DRAWINGS FOR FP SERVICE 1 I I ` CONTINUATION F —o_1'HW u VJCW 2'W&V �I� ��, 1 DOMESTIC WATER SERVICE /ftw DOMESTIC WATER SERVICE HW PEX MANIFOLD N UP TO ABOVE GRADE BY SITE 1'HW VALVED DROP Q� CONTRACTOR 1'CW VALVED DROP FP SERVICE CW PEX MAINFOLD Q� N (SHOWN FOR COORDINATION ONLY) !�• O • 3/YCw N 2'LW PIPE 1 h'HW&CW TO INDIVIDUAL FIXTURES 4" N !ftW o — 2"W 2oV -HW - �o 3�-Cw 3/4-CW o O a• 1 UNIT"C2"BASEMENT PLAN P-1 SCALE:1/4"=1'-0" zz&U Em m .p y 2 C U V �H~ > c NOTE: oc p Lu o f p in W V ON UNITS W/WALKOUT BASEMENT, O o c WALL HYDRANT SHALL BE LOCATED ON U = ' LEVEL BELOW,3'-5'ABOVE GRADE. U :Z o WH Q 3• �uJiwy.h /4 CW t, 3/4'G(25 CFH)— , vi o Z 0 Lu 3/4-G add 0 Z O IN •f-1 p P413 r—: 2'W V w N cN TYPICAL FOR 2 od Q •�-2 V I t`7 P-2B —i 3'S 1�2-CW—i• I-- CL O ——• 2-V 2-W&V i P-2 - Ll HW 1L'HW TO DISHWASHER • ?& (4)1�-cW o—__ — �°HW �� P-8 ,,LL O I O PIPE 2-W FROM DISHWASHER �CW (2)1�•Hyy P-6A 32'Cw—!• V O - L— TO SINK TAILPIECE • __♦ FD-B 2'W&T 3'S • • P"1A • —2'W Z L 2' --a I 3 S 3-S Z- -——LII • ----—J Q I � ~ �-�•f—• (2)2"V a) 0 —(5)2-v L- P-1 W P-3 • -11hh"� !�'CW • P-1A • —2W(2)2-V LLF- U 3S 3S CL Q t'o Q N— fP� 3'S 3'RADON 11/1'G(181 CFH) 3-RADON '4-cw 2° � P-2 Cw—� 114*G(181 CFH) �-Cw 14- �— HW �fYHW D 1/4'G(136 CFH) WG(20 CFH) Z O f 2v U. O P-4 0-r1'�'CW • Lu L— DOMESTIC WATER METER I W MINIMUM 12-AFF I • W/SHUTOFF VALVE I N START OF PLUMBING WORK I —P-7 •-� .HW ^, i DOMESTIC WATER SERVICE 2°W&V LoN DOWN TO BELOW GRADE BY 2"-4- �-CW SITE CONTRACTOR I • 1----�2"G(20 CFH) � N rFDA• C P--5 •- • 70 --2-LW&T E I 2"LW&V cn !'�-CW 0 I 3�-HW -----� L0 �. N • J ��-cw .---- . 2'v 3'S WH '/2-HW 3/4-CW 2-W&V lftW 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" ZZW Ea m W >$ O allo U N ID e 0 W U QOC in`Q OLQ us m^ 0 O 1— 20 C u = t B u �m r.Z o � U ai N fipirurur�.��rr-4 rls NFS3. �ttT r tT 41 Z O Na W OC N 4'VTR Z 0 �! 3'RADON VTR J s•V---- ♦-------I I � r- I I Li— t) r— II 0 Q II 3'V � II i r o 7- IL 3-RADON a Lu U Q ~ I o � H 0 2•V-�-------� 3'V PIPING RUN IN ATTIC SPACE I I Z I f2v I ~ 0 .---------------------- LL 0 W L -� m N 0 CN oc I U � � 0 N J N Z 0 M .c E U-) N 1 UNIT"C2"ROOF PLAN P-3 SCALE:1/4"=1'-0" FIELDWORK COMPLETED: November 15, 2021 Underground structures, if any exist, are not shown hereon, except as noted. The location of 79 underground improvements or encroachments are FILED MAP REFERENCE.• _ not always known and often must be estimated. Subdivision Map of "Kingfield" F.M. No. 29210 Frame Building If underground improvements, easements or Red August 30, 2018 encroachments exist and are neither visible during normal field survey operations nor described in Subject Lot: 81 N59'04'42"E 85.00' instruments provided to this surveyor, they moy Known as 25 Jasmine Lane Town of Rye Tax /D: Section 129.25 Block 1 Lot 1.69 � Z utility CRW not be shown on this map and are not certified. L#4 Shed w/Fence j 0 z This property may be affected by instruments 10 which have not be ' c.n o�� p n been provided• to this surveyor. Ln .� O Users of this map should ver►fy title with their oLnov 3attorney or a qualified title examiner. Legend �, o I w Q 0 . . -10 c.n o � Only copies from the original of this surve • Frame Building0 — y AC— Air Conditioning Unit N o o V Z > marked with the surveyors embossed seal are ©- Sewer Cleanou t �o f ° N z genuine, true and correct copies of the surveyor's CRW- Concrete Retaining Wall �. o � -� -� ° r,..� r- a original work and opinion. A copy of this ® - Curb StopW , r L ° 0 .Water Service ..i -P document without a proper application of the ®- Electric Box o � � � 1 � , surveyors embossed seal should be assumed to ®- Electric Manhole - Gas Valve be an unauthorized copy. - gh t Pole l-�- e ®- Telecommunication Box S59'04'42"W Fence ®` Transformer Pad o 85.00' n O Water Valve <• ° ° 82 ° Area-3,4997 Sq. Ft. Open Z Q. 0 Porch O �� To date, no Title Report or Abstract of Title has w/Roo� VI/, been rovided. This sury "��p survey is subject too -� current, up to date Title Report. o Q � o ' o `° DEC ® 7 2 Property corner monuments were not placed as _ =: 021 m part of this survey. s3 _J VILLAGE OF RYE BROOK This map may not be,used in connection with a BUILDING DEPARTMENT Survey Affidavit or s►m►lor document, statement or mechanism to obtain title insurance for any C As�Bufft subsequent or future grantees. Q o a 5 Jsmine . . . � a Lane Unauthorized alteration or addition to v survey. Open CRW map bearing a Licensed Land Surveyors seal ►s ao Porch Utility CRW a violation of Section 7209, sub-division 2 of w/Roof Shed Unit 461 the New York State Education Law. ! CRW Open CRW Porch for w/Roof w/Fence Prepared According to NYSAPLS policy adopted January 23, Frame BuildingSunHomesInc. 1993, the alteration of survey maps by anyone other than the original prepvrer is misleading, 85 t �3�If�te A7 th8 confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey mops, survey plans, or To wn of Rye survey plats prepared by others. Westchester County No w York , I WNEIVG//VEER//VG, SURVEYING GRAPHIC SCA L E Scale f' w 20' Date: Ab ve�mber 17, 2021 LANDSCAPE ARCH/TEC TORE, P.C. of 20 40, 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eROSA, L S Phone (845) 225--9690 • Fox (845) 225—9 717 - Uj T New York St www.Insite-ang.com A�-BILT State License No. 050749 9 60CUMENT__- _ CQ 2021 In si t e En gin eerin g, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 Z 200 1 inch = 20 ft. Lot Maps/Lot 81.d wg ZAS116227200 KingfieldlLot MapslLot 81(25 Jasmine Lane)1Lot 81.dwg