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HomeMy WebLinkAboutBP20-134PERMIT # SECTION TYPE OF WORK JOB LOCATION - OWNERi CONTRACTOR ST. COST lv�/CO # TCO # LOCK / LOT 27 ilk ./��� 1 � �.� !/ I 1 � �• �� pp c•� i. 1q 401461ts FEE�& r ! • FEE•DAT�.► FEE D•TE INSPECTION RECORQ �iSP DA7 FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT ALARM AS BUILT FINAL - 07�/ 'dal �°,�c 01 p OTHER APPROVALS ARB BOT __- PB IZBA OTHER_.._ AS-BUlLTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION I � r 13 jDo dl FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUIU)ING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENVICATION SIGN; V �R PRIOR TO THE ISSUANCE OF A C/O, AS REQUIRED BY NY STATE LAW. VILLAGE OF RYE BROOK WEBTCHEBTP COUNTY, NEw `YORK NO: 21-200 Certifhate of (Orrupaucp This is to certify that SC l�yr 6 r�oc� V- VQ r of, R Y C f� 07-)V-j 7 having duly filed an application on NOVern ie f c9,20 requesting a Certificate of Occupancy for the premises known as, Rye Brook,NY,located in a POD Zoning District and shown on the most current Tax Map as Section: 1,, Q.4Q5 Block: I Lot: I, (-0 r and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. ``f/, issued -7LO 9 20 >26, 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: R-3 e ra/r2 / , for the following purposes: A � ed l J I -J I . T),rilsh6d e 4 Subject to all the privileges, requirements, limitations and conditions prescribed by law, and subject also to the following: I-MASEMENT NOT APPROVED FOR USE AS A SLPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made, and no enlargement, whether by extending on any side or by increasing in height shall a made,nor shall the building be moved from one location to another until a permit to accomplish such change has bee ta' o the lding Inspector. Building Inspector,Village of Rye Brook: Date: DEC 1 3 2021 (4a M ti v4'/u+v 19 VILLAGE OF RYE BROOD MAYOR 938 King Street, Rye Brook, N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 13, 2021 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains, New York 10604 Re: 23 Jasmine Lane, Rye Brook, New York 10573 Parcel I D#: 129.25-1-1.67 Mechanical Permit#20-099 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, Michael J. Izzo Building& Fire Inspector /tg BR c � VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury www.iyebrook.org TRUSTEES BUILDING &FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 13,2021 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 23 Jasmine Lane, Rye Brook, New York 10573 Parcel ID#: 129.25-1-1.67 This document certifies that the worm done under Mechanical Permit #21-072 issued on 5/4/2021 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 Ag --__ DD �i t ;. For office use only: Bu�Lnt ;� '-f" PERMff NOV 2 2 2021 ��' VILL•'AG�OF RYE$.4�d01{ ISSUED: - 9 8 KING STREET,`'RYE BROOKebr,�ak.o 1v tV YORK 10573 DATE: VILLAGE OF RYE BROOK BUILDING DEPARTMENT (914)939-Qfi6 )939-5801 FEE: Iy/O- PAIDI�Y IF'wYI+V' r 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 less s►♦spsp pspsrrrssgisssgwpp»ssrrssrts+tspirsgs kss ss4ik+MgissNsassNu♦qsi gstr gs►qusgp tfpittpgpgs Address: i73 IK LAOU_ e-4It oepo' I�41 Occupancy/Use: tZk'& Parcel ID#: 1 Z� 1 Z6 1 71 1p_:� Zone: A re P.E./R.A.or Contractor: 600 P-6 .b It Q 4G"F M,qN I Address: 1 to tS 1 If � N I`12( ►mac I�r�S ►�� Person in responsible charge: NJ L-LI M P.Il,�µlr-. Adtlt ssw �` M Lhj 2-r, Application is hereby trade and submitted to the Building Inspector of the Village of Rye Brook for the issuance ofa Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: W{ L L i WA El((i" being duly sworn,deposes and says that he/she resides at (Print Name of Applicant) (No.and Strco) in in the County of �a r�Gt�'�L� in the State of C that (Cityrrown/Villagct he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S tl q if t y'�- ®C) - for the construction or alteration of: F"—f I A Nk Lk fAM I 1--� t,U t-3i S4'Lb Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought, and that to the best of his/her knowledge and belief;the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,crested,changed,converted or enlarged,whollyor 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-IO.A.of the Code of the Village of Rye Brook. Sworn to before me this 82—7 it Sworn to before me this 4� day of �c1 , 20.-;? day of ,20-221 Signature of Prop er Signature or Applicant wI L_,� I P(M ML'6 ""1 W k1,LwM Print c of Property Owner ZPrint of Applicant a Public lic TRISHA M RTINEZ TRISHA MA iNEZ 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 4yE BRC�j�. 0 tim 04 • '9�2 BUILDING DEPARTMENT BUILDING INSPECTOR / ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK f ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.ore - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1-�� DATE: PERMIT# - ISSUED: $ECT:4 + BLOCK:_LOT: + LOCATION: K W � .5� >��`� 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 �! 2 L.P. GAS ❑ FUEL TANK [] FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ROSS CONNECTION FINAL OTHER 198? BUILDING DEPARTMENT LJ�VILDING 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 - - - - - - - - - - - - - - -- - --- (0\ADDRESS: DATE. PERMIT Cxl� ISSUED. SECT: BLOCK: LOT: LOCATION: cv OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINsPECTioN ❑ SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER `1~ 00.E O� 2m • 1982• BUILDING DEPARTMENT ❑BUILDING INSPECTOR ob'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 :- V�I " `°`� DATE: 2�2 PERMIT# ''~ r I � l ISSUED:' + I SECT: f� BLOCK: 1 LOT: �f �� LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS.. CCEPTED ❑ REJECTED/ REINSPECTION SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�k 04 2m • �9r�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT UFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www UebrooLorg - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: '�` DATE: �5 PERMIT# ISSUED: SECTP2 - ' BLOCK: 1 LOT:G7 LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES_ ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING Qll' . INSULATION f� NATURAL GAS /❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL �, Q OTHER ` "V+\C �� C t N(-k(- * O * U ++ * o 1 * * W x �o QZv' * � ' L� tD C' Q (� 00 4-4 w * v * * * cu O 4-0 * 'G v 0 R� Oin E BR - ,/� 1982 BUILDING DEPARTMENT ❑B�II DING INSPECTOR !asisTANr BmLDnvG INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFPICE_R 938 KING STREET-RYE BROOK,NY'10573 (914) 939-0668 FAX(914)939-5801 www rEebrook.org ---------- ---- - -- INSPECTION REPORT ------ -- -- -------- -- i � 1 ADDRESS 9- L.� DATE PERMIT# �_1 ISSUED:�7 SECT: ` BLOCK: - LOr. LOCATION: C � ��`_ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REjxCTED/REINSPECTION ❑ SITE INSPEC,T7IO�N REQUIRED .,,R' FOOTING FOOTING DRAINAGE ❑ FOUNDATION 11 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 l BUILDING DEPARTMENT ❑BUILDING INSPECTOR I SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORC81► aNT OFFICER 938 KING STREET- RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 mD r sbrooLorg ---- --- ----- - .. _ - INSPECTION REPORT - - - - - - - - - - - - - - - - - - -- I c � 2 1( ) � ADDRESS• 1 DATE: PERMIT# f -J ` ISSUED: SECT: BLOCK: LOT:�� LOCATION: OCCUPANCY: e- ❑ VIOLATION NOTFI) 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 p FINAL PLUMBING ❑ CROSS CONNECTION p FINAL ❑ OTHER I EPA k 198,2. 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-_. �(t' ZCT: BLOCK: LOT: LOCATION: \ ''_t(`--\. OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING "� 1 ❑ 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 ❑/OTH E R RR 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.acbrook.org - - - -- - -- --- - - -- - - - - - -INSPECTION REPORT ----- - - - ---- ---- ---- ADDRESS• ncn I NDATE: PERMIT# ( { ISSUED: 11 ' 11i SECT: BLOCK: { LOT: LOCATION: I Ur) 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 1 ❑ INSULATION ❑ NATURAL GAS , ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ GROSS CONNECTION ❑ FINAL pOTHER Q�E BRCvfi Q�` tim w � l7 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 0 CODE ENFORCEMENT OFFICER 938 KING 'STREET r RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - ADDRESS: '2 `lLOD A E. `© 6ci 4 /1 6 —+(3 PERMIT# 13 DxZqk[[SSUE ECTd 2 c1 BLOCK: LOT. t l7 LOCATION: U u'1 } > OCCUPANCY: { ❑ VIOLATION NOTED THE WORK IS.�ACCEPTED ❑ REIECTEDI REINSPECTION ❑ SITE INSPECTION REQUIRED �rFOOTING ❑ 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 cu 1987 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.rxebrook.orE - - - - - - - - - - - - - - - - - - J NgfECTION REPORT - - - - - - - - - - - - - - - -- --- ADDRESS C\1 DATE• V r O L� Z V PERMIT# Z� ISSUED: r iBC'i<': J -' -i LOCK• LOT• LOCATION: y G� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS.., ❑ACCEPTED Cl REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION _-0 UNDERGROUND PLUMBING , NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION 0 NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL o ti� w � 1982 BUILDING DEPARTMENT p BUILDING INSPECTOR ❑A.smSTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK, NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebro©k.org - - - - - - - - - - - - ---- - - -- -INSPECTION REPORT - - - - - - - - - - ADDRESS: ' 1 r -- G DATE: PERMIT# —L ISSUED: SECT: BLOCKLOT: LOCATION: _ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE � (}� or U( . ❑ FOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P.GAS A) �. r-�, , A ��.-- p FUEL TANK r ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL p OTHER r'BRR o tim K BUILDING DEPARTMENT ❑BUILDING 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.ryebrook.org - - - - - - - - - - - - - - - - - - -- INSPECTION REPORT - - - -- - - - - - - - -- - - - - - - ADDRESS: PERMIT# 1 s ISSUBD: 4 2 ECT: BLOCK:__ LOT: LOCATION: A=-4AG As-L-�> CA= OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING �OOTING 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 o ti� BR w � 19°2 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.ryebrookorg - - - - - - - - - ---- - - - - - - - INSPECTION REPORT ----- --- - - - - - - - - - --- ADDRESS: f DATE: PERMIT# L'� ISSUED: �� SB�CT: ,BLOCK: 4 j,pZ; LOCATION: # L f OCCUPANCY: OLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION SITE INSPECTION REQUIRED FOOTING / - FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 1 BUILDiN,(_' Q ►RTMENT D -- VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 FEB Z 6 1020 (914)939-0b68. LQ 939-5801 NVW "e '`o VILLAGE OF RYE BROOK BUILDING DEPARTMENT i##i#itiiilit!!tliittt#####tit###iiti#rirtf#if##t#titit#ttrtt##i#itlii!!i#ii#iiiii!!i!i#t###tttrt#tit#iit#t## FOR OFFICE USE ONLY: Approval Date: JUL 2 8 rmit" ID Application# Approval Signature: ARCHITECTURAL REVIEW B Disapproved: Date: BOT Approval Date: Case# _ Chairman: PB Approval Date: Case# Secretary: ZBA Approval Dale: Case# Other: Application Fee: 7, Permit Fees: 4 ®, Lk k b, ✓i •ssssss•ssrtrrrrrsssiss»sfsrs»s»»rtsssssssfsrsrsrttrtrtissrtt#•rrrssitrtrtisi»isittsrtssrs#frtss#ssssssrirrlss#ssrt# EXTERIOR BUILDING PERMIT APPLICATION Application dated: LAQ0 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of build gs,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. 1obAddress: Z- JR�SrnI AjA— 4y4- A ,0 tiiy les73 — %Kek ?— 2. Parcel ID#: /L 11• Z5— / "/. &7 Zone: PuD 3. Proposed Improvement(Describe in detail): jAj k-JU AJh1 STW.cc e T/d tj — L4--. ARrn/LV p7TA6t4/_/J pI"LL/n1 /1'Gl P'�ltiI ie-'O BRS4--M 414eA 6 . 4. PropSn Owner:CIO SG ,eye t3QOD,tL �Ae7/J�G�S/ L L t; Address: Wfta1-,9M 4 f_,P XP 5 INTkle eJ/47-/d/ ,114_ ,Ue 171 Phone# �1/�f Z Z '�05[o Ccll# �1/' `� -5D51. e-mail 12 JlxC1IS List All Other Properties Owned in Rye Brook: t S.0A-i le-- 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 11) 3/21/19 • N � a N fV z w W .. .� �n c � 4 K so f ti 14 Q go • rA oc v w a .. V � O � Iz, ON Izoc M y O z 7' N( Opp' �I • rT� Or _ M rr • w (.i, � u � a � m mow G7 A O G716 r �lE� nt , BUILIIIDITMENT VILT,A E OFRykj- POK OCT ZOZO 938 KnvQ FTRYEBR ,NY 10573 —-- - �J (914)9397 } 939-5801 b'1LiAGE Or' RYE BROOK 1 BL11!DING DEPARTF.AENT wtw5roo .org - ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: C - ' t- EP#: C20_C2 10 Approval Date: NOW `- Application Fee:S Approval Signature: Permit Fee; $ Disapproved: Other: (fees are non-refundable) Application dated,,/U` s hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes.1.Address:-_ c!`� �// i✓ L �� SBL: —/ i Zone: D 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 10573 Phone#: 914-481-1531 Cell A 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@enterpdseelec.com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10573 4.Proposed Electrical Work/Fixture Count:_'W 1 Q/✓tla (r���,"�� jc �'/�j� lob/x 1,T7 liif**it1}f iC df�fl[�f]k**if�['iC'k**�$�!$'IfRxxfh flii[$ie it it***fFit+Y 4t�[iF it[]41ftX'ICifrx�[3r**eF it 9:$i[![*iri**ie tf#[kit lr ank*ft feffa4ik****fFfFdrllliC]I[*ir*�{**3r�r if*ie ak* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to[Hake and file this application. Ibtdicate architect;contractor,went,attorney,etc.) The undersigned fiirther 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�O}`' Sworn to efore me is 2 day of ('�G-�- ,20 �G day of ct6 er 20 Signature of Property Owner re of Applicant De is M. Fortino �puEiurrurr� Print Name of Property Owner lint ame of Applic `..``��N.•N�T�RC'��''% Notary Public of Public tJ s G� 0 C � r O 03 NBA;p �iyrrlrNl_11N14�j['f„���� Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-Z% DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP JI VDT CITY OFWILLA /I ZIP `- TOWNSHIP CO}JNTY STREEL4&NO.O CLg�NUMMMBEE✓R%^/�' BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS z1/1(f HOME TELEPHONE NUMBER CURRENT SUPPLIED OY 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 17 R-1 . BASEMENT -� 1'FL. 2-FL. !� ._LAC,` 0 F 3-FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: coo /Jc -715 Lei k16 B t1�vC THIS APPUCATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED. IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED, YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE 1S NO OPEN APPUCATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY. WREIS, INC. IS NOT LISTING, LABELING, UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW-'-] ADDITIONAL[I EXPOSED 0 CONCEALED T7 MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD r- UNDERGROUND U AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT ADDRESS TELEPHONE NO. PgBLVFFM ZIP LICENSE NO.WHEN APPLICABLE � � WESTCHESTE It ROCKLAN0 &TE I%)ELECTRICAL INSPECTION NOV 2 2 2021 SERVICES.IN SAFETY IS O U R GO , VILLAGE OF RYE BROOK BY THIS CERTIFICATE OF COMPLIANCE +BUILDING DEPARTMENT 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:23 Jasmine Lane Rye Brook, NY 10573 r; D$Z— Certificate Number: 1031803 Section: 129.25 Block: 1 Lot: 1.67 BDC: Permit Number: EP:20-210-BP:20-134 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: 23 Jasmine Lane Rye Brook,NY 10573 ig Basement 1st Floor "2nd Floor 3rd Floor u�=r 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 11/16/21 Name Type Quantity Receptacle Convenience ------- 68 Switch Single Pole ------- 39 Fixture-Luminaire Incandescent ---- 13 Fixture-Luminaire Undercabinet ------- 3 Fixture-Luminaire Recessed ------- 39 Cook Top ------- 1 Dishwasher ------- 1 Exhaust Fan ------- 4 Furnace Gas or Oil ------- 2 Electric Room Heaters ------- 1 Dimmer Low Voltage ------- 16 Service Disconnect ------- 1 Hot Water Heater ------- 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. l�� G This certificate is valid for work,performed before date of inspection only. WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc Sc Rye Brook Partners LLC 254 Sylvan Lake Road NY, Hopewell Junction 12533 Located at:23 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1031803 Section: 129.25 Block: 1 Lot: 1.67 BDC: Permit Number: EP:20-210-BP:20-134 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: 23 Jasmine Lane Rye Brook,NY 10573 12 Basement 1 st 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 11/16/21 Name Type Quantity Cable Homeruns ------- 3 Phone Lines ---- 4 A/C Unit ------- 2 Air Handler ----- 2 Sump Pump ------- 1 Receptacle GFCI ------- 13 Smoke Detector ------- 3 Carbon Monoxide Detector ------- 5 Microwave ------- 1 Refrigerator ----- - 1 Disposal ------ 1 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. YYY 0 ■ OG y yw A O R fsl OEM �. tn00 ti■y, P � G ■� `Ci' c •� ply z` w-a woo • F ' O cc)r wLLJ090 Lu j� O W ►ter � < M � O Cn a 00 W Q Z F PLO Q a � A-■, h V � a a � W N 4 ` ° < .. pp Qh �UIL I '€s.F '._ MENT 'VIL 'A� OF Y BOOK NOV i 7 zLZ� 938 KINGSEETRI'>✓Bit}�.-.I I�iY 10573 VILLAGE OF RYE BROOK (914)939'06 Ax 9�f 939-5801 BUILDfNG DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: Q ~ks q PP#: �©~ I40 Approval Date: NOV 1 9 020 Kermit Fee: S 7770 Approval Signature: Other: Disapproved: (fecs are non-rerundable) :��;�x:�>F.•;.x����xxr,.��c••:�:,�•r:��xx�kxk��#�*����x�kk���M���k�.i;k�•%t��#=i�:k=; Application dated, ��oC v is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install an or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work ill be in conformance with all applicable Federal,Staten,County and Local Codes, 1.Address: Nl i n C. U7*�+ '�N . �*6 a SBL: oS —/—/• &P?Zone: PU D r 2.Proposed Work: UMbl .q 0Y.IqDwNA Q;Y W16 `F1 "Shod b "M . 3.Property Owner: U00 k- I of °fS CLC Address: LA We Jk COL4 e �l e-W o 5 Phone#: 1c'1-fib 1 - 2�C? Cell : Ci I<-i' )Q9`SO 1G« `=t Lan+ � L4 email: :h�[A'i. Ito %--. , . 4.Master Plumber: ?C—Lo\_ . Address: Lic.#: 0110 Phone#: Cell#: 15 5 G 1 email: i `f l!2 . j m' Company Name:R Jeb nnwp4a;yyiumr] 'ta 1 J(N Address: 'QIA JA Lq. A 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 ` t I st Floor j 1� 2nd Floor d ► ] 1 1 3'�Floor `{ 4°"Floor --5a'Fioor-- --- - - - Exterior 77 rti 5.*List Other EquipmentfProvide Details: (Notarized Signatures Required Next 2 Pages) -1- Y2l'19 STATE OF NEW YORIC,COUNTY OF WGSTCBESTER ) as: d �C being duly swom,deposes and states thalhe/she is the applicant above named, (pritil nasne of inc ividual signing as the a and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the �tm�p� for the legal owner and is duly authorized to snake and file this application. v (indicate architect,contractor,agent,altomey,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 I aws,ordinances and regulations. Sworn to before me this 3 Sivom to before me this day of t ,2�02(� day of��1 L _ ./� ,20 c7 U Signatu f erty Owner Si atu t t _NLU� Print Name of Property Owner Print Name of Applicant Notary Public eta BOO NotarypulJ46 Pu bk,Stsis"of New York No,01.WX166307 QNUW in wakbow CDunty Fat ' May 21,2M020 .3 This application must be properly 661ilpleted in its entirety and must include the �avrrrricrttntbeart,�rcrpt�y.,: the legal owner(s)of the subject property, and the applicant of recortl in the spaces provided. Applications not properly completed in its entirety and/ot•not properly signed shall be deemed null and void and will be returned to the applicant. VVENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YQRK N o.01 A B 6378708 Qualified In Orange County My Commission Expires 07.30-2022 3121119 rtirri�- B UI L1�3.)<I�ki-61 Al2TMENT [NOV 17 2020 ViLt,A , OF RYC' ROOK ruf �1 938 KING�xk->VT RYr NY 14573 VILLAGE OF RYE BROOK .� BUILDING DEPARTMENT_ (91�)93��1GG8k'�(91��39-5801 tivi�r�.ii-�.e'bi��o61 0r'•a X%%iC%%�rxr.XHHXHxx%%]f%%%%%%%%XXr.XXxxxr.XXx%%%Sqi[%%]X%%%fC%$f%%f:%%•.'t%i[%%%%]f%1C 1Ck%%%Y'%%%f*%%%r%iC%c%lt is Ylf% St:C iS it t=iiX AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 o STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST HEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY O4NER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORE, COUNTY OF WESTCHESTER Je ybO TS , residing at, ) aL Ln 27'E _*A2 144P14 rah f (Print name) (Address where}eau liVe) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that(8)he is the IegaI owner of the property to which this Affidavit of Compliance pertains it; Ja�,(/y► n_t Lin , 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 fi-om the subject property in accordance with all State, County and Village Codes. (Signattare o rap , ticner(s?) �Prirre-i'.�rttz oF-Propert}�flt�nzr(s)) - - -- Sworn to before me this sue" day of 2Q a (Notary Public) Chrasti•m A Boyd Not PuMc,S,=of New Yolk No.4Q165307 in Vvwxhgster County ; comoision E*,; i May 21, 3/21/t9 o� o� 0 s w tal 14 to.E ac u 06 06 a. E IL Ono C/] = r < a� CL tn er 40 a, E.r Q6 '/� � Piz " (�ii � ` .i�� � o .c o V • r'1 Q rU pp V G = E 3 G. r I�1 � v •• c .' 01% W c E aca-- .5 -4 00 Ono c r 1 Ono cn m - Now f � lo 00 Mv /► 0. N N Z o &n Q( w WJI w 0.^ Li = � aa i BUILD.kNf",.dARTMENT2VlL E t)F RYo01c FEB 13 2020 938 KING �� .F.'r RYC BR ,NV 10573 (914)994 939-5801 VILLAGE OF RYE BROOK wwi BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: /�(� AP1ro\•al1)ute 3N#: �/�' fv1P#:�O�Q`7-1 Applicationl'ee:$ -5 Approval Si#nature: L - -- Permit Fees:$ 0 oz Disapproved: Other: - - - Application dated: is hereby made to the Building hislx ctor nl'thc V illagc of Rye Brook N Y tiir the issuaiiw(il'a l'eniih to install a Fin Suppression System as per detailed statement described below. 1. .lob Address: a�,vi,,e-%-shNe 121,R,-a,,V tM—_Parcel I.D.: PA S- I- 1.Q74- -:/.one: � _-- 2. Proposed System(Describe system in detail including suppression agent): 3. Number&'Types ot't:ire Sprinkler[leads: 4. MY State Construction Classification: 5C3 _--N.Y.State Use Classification: 5. Cost ot'Installation:$ j?,!41+0 Wosl shall include all labor.materials.tired equipment,professional ti:es.mid materials and labor which may be donated gratis.) �,,P Address: (} v "� 6. I roperly O4vner: ,, `� _ �fOO1L arYi per=�-- g r t 4kc ee t Pahrr T,NX 1 d Q-4--r,,r1 Phone#(n1R)nfa—_5r Cell# - email: Address: 15 r,tlutt V3 Applicant: ea�IL F;c� ���r:�4c_e-'t��or-� ___...�..------- ��} C--i` Phone# r � rnCell# email: ► m,. x_7m�+�1r re .eom Archilect/Engincer: Q.� (�u11Na,n F- CNlr, Address: 5a9MyciirsQA4Ttr_- SujAc--a03 S�oatvti.t-iq �ata9-tta� Phone# /f \ a ?- a } Cell# -- - - - email: r t�sutit ivcn . O_Qm (iencralContractor. �„, �L�,_� ,t�1�c�rr;cat �ar,, ddress: �,r .,,��,�,a� (��cr,�� no sast 1a�6t} Phone# _Ctt•1"Q6 Cell# -- -- ---- email: -I- 128.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. S I ATh.OF NIiW YORK.('01INIY 01- WENI'CI IIiS I FR ) us: Q. s.rrdc __ being duly sworn,deposes and states that he/she is the applicant above named, (printntnan ividua]signing as the applicatit) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the 0 Ftr r- PrWA- .O."a" for the legal owner and is duly authorized to make and file this application. I 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 Unifonn Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to belbre me this Sworn to hel6re ine this day of , 20 day of -J , 201--4-_ Signature of Property Owner Signature of Appl icanl `L Print Name of'Properly Owner Print ol'Applicanl Notary Public Notary Puhli MICHAEL SILVA NOTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2022 12.8 16 C4 0 O N ..i 0C c`d O u O aL 06 14 G u > 3 O � p G N Imo-+ .. .SC O �"� � oo = � `o � "" •� (fir tn ccv � - O ar o fs: O� c „ m •a O n O w 00 VZ U CIA' n �� � � o V (� V z � a O ..a o� , WD C L. rA ON MCI a oV-1 o s 5 y c aa• t 40 y W E~ U O pAn, 4p C Ogz`c, '� � it E9 , N AG cWi1 1160so 06 ao O W Z C p € v u 0.4 BUILD DEPAR ENT V VI E OF RY K 938 KING >i:i RvH: BR NY 10573 MAY - 3 2021 (914)9 9 39-5801 VILLAGE OF RYE BROOK A .ore BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING,VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PI;RMIT#: 1"I I? 1-D 72, Approval Date: Permit Fee: $ ©+0'r .lox Approval Signature: w Other: Disapproved: 1 (tees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed&Signed Application. 2. Site(Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor s Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Im rance 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, 1 —1 v1 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the AC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws,codes,rules and regulations. ++��1. Address: 1' �� C5 iv, ,i t Lan a„ Z I SBL: i,)p : a "l r to 7Zone: Per r 2. Property Owner: L }�(� of r , Address: Phone#: Cell#: email: 3. Contractor:TI L- Address: ?I kQc v Jyv � Phone#: Cell#: email: t tif I-1vt , f n w) 4. Applicant: k t Address: a17 1) Phone#: 001- 3AJ . Y 12"1 Cell#: email: 5. Scope of Work:New Installation(4 Replacement O Removal O Other( ): 6. List Equipment: To" "1 11 46� n k IF', 7. Location of Equipment: A-1 1 i C 8. Method of Installation/Removal(List all equipment needed to perform job): ^O 1 !t A ( + v t r a� � PT P.r, . n 14J t 3/21/19 STA OF NEIV YORY,COUNTY OF WESTCHESTER ) as: 1,n ,being duly sworn,deposes and states that he/she is the applicant above named, (print na�tndividual signing as the applicant) and further states that(s) a is the legal owner of the property to which this application pertains,or that(s)he is the 1L+i - - l', 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 belies;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. r� Sworn to before me this Sworn to before me this day of ,20 day of �aq 20a Signature of Property Owner Signa of Applicant ►1 t 1. 0 Print Name of Property Owner Print NarA of Applicant TRISHA MARTINEZ �k-- NotaryPublic NOTARY PUBLIC-STATE OF NEW Y01NRtaryPublic No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 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 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. J TOUGHER • Flame roll-out sensors standard ?:1 • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ" primary heat exchanger • Stainless steel secondary heat exchanger • High temperature limit control prevents overheating Illustrahons and prro Some prodductucl m models are only romresertatwe odels may vary. • Direct ignition with Silicon Nitride ignitor • Hi h uall't�corrosion-resistant, prepairlted steel cabinet r EAI�R TRNING O INSTALL AND SERVICE • Direct vent(2-pipet.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. attachment Failure to follow this warning could result to personal Injury. death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflow/downflow/horizontal (left/nght) installation OEStGh • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal 1 applications with accessory (order separately) o • Concentric vent available I rli • Self diagnostics with super bright LED UV] • Slide out heat exchanger and blower assembly LIMITED WARRANTY* 78, 881. 97% �- • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limitedafts , CF iTIFIEL 0 warranty r%m * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Vfe or M.AMR{ceron.e TM Men,n*cm„a —ut*dt a C•rhupatron�n 11,program I, other applications. ,..,,t at—,,�• �> 1., a d aod.� go 10 «g Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Uptlow/Hz Downflow @.5 In.w.c.(125 Pal Inches(Millimeters) Lbe(Kg) 9 0261408 40,000 96.O% 9 .0 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 7 0) 120(54 N9 0401410 40,000 96.0 0% 625-905 39 x 14- /16 x t (889 x 361 x 50) 123(99) N9 040171 40,000 96.0 .0% 650-1060 35 x 1 - x -1 889 x 445 x 50) 1 1 N9MSE0601410A 60,000 95. 6 5-1130 35 x 14 !116 x -1 889 x 361 x 750) 12 9 0601714 60,000 96.0% 9 .0% 650-1420 35 x 1 -1 x 29-1 2 889 x 445 x 750) 1 N9MSE0801716A 80 000 96.0 10-16 5 x -1 Q x 2' -1 (889 x 445 x 750) 154(69) N9 0802120 BO7000 96.0% 9 . 1335-1970 35 x 21 x -1/2(889 x 533 x 750) 662(7 NGMSE 1002114A 100,000 96. 915-1545 35 x 21 x 29-1/2(889 x 533 x 750) 169 76 9 1002120 100,000 66.0% 93. 1345.2065 35 x 21 x 29.1/2(889 x 533 x 750) 169(76) N9MSE1202420A 1 120,000 1 96.0% 1 95.0% 13 - 1 x 24-12 x -1 x 622 x 1 84 N9 1402420 140.000 1 96.0% 1 94.4% 1290 0 x 2 -1 x 29-1 889 x 622 x 750) 1 0 speafications are sutnKt to change"out notice. 44011 4403 05 12/3/18 NXA6 Performance Series HEATING a COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1112 THRU 5 TONS SPLIT SYSTEM l 208 / 230 Volt, 1-phase, 60 Hz - 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} ri r,«,E,'rNE1°+�RGY ST �,�`° • 5 year compressor limited warranty �,�==.. 011150111 • 5 year parts limited warren (including compressor and to&0%i ° rie°cW=ty and " Apr'of Y Pa warranty ( 9 P pro" �nwdd Wow M n,d,utr tm's rongm. COII) pCroepr aVrq aW or flowrstir�las ae flow iu Fa h to tbnMrrn Rtd sACA •quprnerrl -With timely registration, an additional 5 year parts limited alrl Ne.nVy red—aie9Y ef6aentY warranty (including compressor and coil) * 'For owner occupied, residential applications only. See D CERTIFIED warranty certificate for complete details and �` US restrictions, including warranty for other applications. LISTED Use of the AWRI CarufReo TM Mork m*cates a �anufaaurer's participation in the proWam.For verr6catlDn of canit,cet,on for w4A1kw products. y0 tc'NNW 8hlydirec(pry pig Model Size Nominal Min. Circuit -Max. Operating Dimensions Ship I Operating i Number (tons) BTU/hr Ampacity or Breaker height x width x depth In.(mm) Weight lbs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 177 30 28-5/16 x 31-3,,16 x 31-3/16 147/ f83 (719 x 792 x 792) (83/67) NXA630GKA 2' . 30,000 16.8 25 32-5/16 x 31-3/16 x 31-3116 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3Y.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) 1 (144 J 127) $Dea6Ca11IX13 SutltaU to Chen9y W^Fnpu1 np(IG'e 421 11 6201 05 5/17/19 W S'tchester AUG 13 2021 3± (�N:C0111 FVAGE OF RYE BROOK BUILDING DEPARTMENT George Latimer County Executive Sherlita Antler,till) ConllniySloner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13346-21-DCDA Application for Backflow Prevention Device Kingfield Development 23 Jasmine Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant tp the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health westchestergov.com/images/stories/odfs/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-BFIow(@westchestergov.com . Respectfully, Qiiz) - Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DTJRB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. Insp. — Rye Brook./ File r 001 REiS�F� RER 1E Department of Health 23 Moore Avenue Mount Kisco,NTY 105 19 Telephone.: (91 11 S{S I-T 296 (91 11 81 a-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. 13346-21-DCDA Facility: Kingfield Development City, Village, Town: County: 23 Jasmine Lane Rye Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One 1 — 2 inch Wilkins 950XLTDABF (DCDA Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a r_.Prtifigd barkfln prevention device tester test thn above bacnflow preventio n 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 6ha`registered in the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY; DATE: August 2, 2021 Delr y yIor, P.E. Assistant Commissioner U �� IE 1 V LL, , SEW VORK STATE DEPARTMENT OF L NOV 2 ` 2021 ID auraas 31 star&5i,:Wa-C.iglT. sraceoe Report on Test and Maintenance Empiro Stars 91exn�Canning Town Room I t to Albany,NY 122rr VILLAGE OF RYE BROOK of Backflow Prevention Device Please use a separate form toreach device. Far e year �4 lnfvai test•Complete ardira roam --•----. _.__ _ ! Annual!981-COnip/sfe Pal.;A xrly ppubdomply I _-- ��CC� A:rount No. Car rn alock Lal -----; Fzdlty Name ,nr, �.�_ L.acaaon of o`wo" 7 --- - —.�— addrrss� -t � �r�.. ���c4 r•�� t,1� 1oS`�3 sn.st any Dow IrRormatbn °` Type RPL Mom Size(in inches) Serial Number Check Vahre No.1 Check Vahm No.2 D+ffmontm Pressure,Raw Line Press ucte osi vetne - Test te.rnrg Cosed dGm ?f- p oPerters et is A paid b 1 r"Ov Pressure drop across first check rave At D Y Z•q peed a� DiNQlirt nPftnd Repaired by womo els Name. used N! 1-►/A IAA/A Lic* Dante repaired; m Af 0 Y Frtal6saR closed tight Closed t(ght Opened at W I paid Pressure drop al:roas first M� l check valve Z•`"�paid Water Metre Number Meter Reading Type of Service:(check one) i 9 t)ometrtioro' 9 other Remarks Q)escnbe deli mndQa:eypanses orn}eta aafore the device.COnt-WCaen5 tletweee mr dw+iae end polyd Of mlAsIn er used �+Y q e,geate ai*yape,arc.) Certtfe ation:Thus device meets, dose NOT meet,the necluuememW of an ai tab contairimerd 're al the Mlle of msbpg I hereby certify the f-egc?ng data to be ewrm!L IAA P,,nl Niu1:ai CariiLad Tmor Na. SiCnaW aIF EMbOm Om Prvprty owners or o"ere agent)0e4fication that teat War performed: /�`1I 11 Print Name �T �~ C�7 2+�I . O TAlai Sig Telepr one CerfCO&M that inl�ltation is in accordance with li the sppmved plane. L ese,oprr�leNa by the da4ign engi roar w+e h tact a nre er wColor) t��Ya+d►Y that tft7s i'tsmltation�n a�arrce,ad@t f)re approved plena Name Russell Palucci Tkde Engineer 13ses O 9 p 4 C Nye sort tog a license Number 78721-1 phone(W )337-6040 m d y i 3.3H 6-T_t- DC DAV Representing __ o u Cns, onsu ng ngfneers Describe minor irieloaetier changes Add.= 140 Princeton Dnve city Shelton Seete CT 2{p 06484 Signature No m—CF-0rM ow p 00 b p NOltry yynp{Ned Wttlef lelppll0r nq't"Iti ply it deVp me faille last andrmpOimn nrct�MadLj(aty be maL0.'��t Ye ttiy9 0 lIq;Ye rIQ aAY p9.DOH- te13(g19Y) 23 Jasmine Lane Rye Brook - N 2015 I E C C Energy E,, Z z 2021 Efficiency Certificate VILLAGE OF RYE BR60K BUILDING DEPARTMENT Insulation Rating R-Vaiue Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R8 Glass&Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 Heating System: HPiI#N9MSE1(1Q212QA 95 Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2119119 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: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 1310-23 Jasmine Lane Rye Brook Name: Kimgsfield. Developement NY Address: Phone: +1 914-224-3859 Address: 23 Jasmine Lane Email: finelagrano@warjamgroup.com Rye Brook, NY 10573 Geo-Tag Latitude: 41.048989 Data: Longitude: -73.693546 Timestamp: 2021-11-09 10:58:54 Measured Leakage: 2.84 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 1310-23 Jasmine Lane Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,422.7 (+/- 3.3%) Effective Leakage Area: 80.2 in' Building Volume: 30,024.0 ft3 Enclosure Surface Area: 3,200.0 ftz Coefficient(C): 116.5 (+l-24.1%) Exponent(n): 0.640 (+l-0.067) Correlation Coefficient: 0.99457 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 70 °F Post Indoor Temp: 70 °F Pre Outdoor Temp: 55 °F Post Outdoor Temp: 55 °F Altitude: 284.0 ft Time Average Period: 10 seconds Test Date and Time: 2021-11-09 11:40:30 2000 • Depressurize — E w pppppp v 1960 800 700 J 600 cn 500 400 m 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg(Pa) Adj Bldg Fan (Pa) Flow(cfm) Config Baseline -2.2 -60.0 -58.5 -56.1 -79.3 1,603.4 Ring A -54.0 -54A -52.0 -67.4 1,481.1 Ring A -48.0 -49.0 -46.6 -61.2 1,413.1 Ring A -42.0 -46.4 -44.0 -49.7 1,277.0 Ring A -36.0 -38.7 -36.3 -41.3 1,165.9 Ring A -30.0 -31.8 -29.4 -34.9 1,073.8 Ring A -24.0 -28.4 -26.0 -27.8 960.8 Ring A -18.0 -20.2 -17.8 -157.7 744.7 Ring B Baseline -2.6 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 (210), ©2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: Z ✓A t ^J'Z- LAB— SBL: 1 S , 7— Zone:�, Use: 7i 1 S> Cont.Type: Other. Submittal Date: Z l Z(o Z Revisions Submittal Dates: Applicant: S G - {�, [�z Nature of Work CtAs }3 1 —1 Re vi ws.zBA: J U L 2 8 2019 pB. BOT' Other: zo ( ( ) FEES;Filing. 7S•� BP; 1-01 `t{to ,�� C/O: ( ) (.YAPP: Dated ✓ Notarized �ABL: — Truss I.D. Cross Connection: H.O.A.: { ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) { ) ENVIRO: Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: _ S/W Mgmt.: Tree Plan: Other: ( ) ( ) SURVEY.Dated Current: Archival: Sealed Unacceptable: ( } (+. PLANS:Date Stamped: Sealed: .2 Copies: 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:Plan: Permit: I-LW.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. { ) ( } Other. { )ARB mtg.date: approval notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg. date: approval:- notes: APPROVED REQUIRED EXISTING PROPOSED NOTES a o��•wJUL 28 2019 Cirde: l� > Silo: &: Main CaP Accs,COLP. Ft.HfSl1: Sd.H/SbEL imp H� IStsmes notes: Residential Building Permit Fee Work Sheet Permit A Date Issued: SBL: Zone: Address: Z:� '--� a C .'. k ., ' V— L y:;,.— Property Owner& Contact Info: Job Description: VA►^'— �' Fr-} .I_-Ajn\ 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 $I5.001$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Comauction Cost • Buildin Permit Fee Basement= '7 I:Z sq. ft. x $65.00 = $ x$15.00/$1,000.00 = $ Z S 7 SO I,Fl. _ ["I)_sq. ft. x $225.00=$ 3 ZZ �Z�� - x$I5.W/$I,000.00=$ V6 •,F--3 2nd Fl. _ k Lt-z S sq. ft. x $225.00 = $ 32 O 67 s' x$I5-00/$1,000.00 — $ 0 / 3 Attic= sq. ft. x $225.00 = $ _ _ $I5.00/$I,000.00 = $+ Total Sq.Ft. i sq. ft. Total Cost Total B.P.Fee= $ ��j •2 Includes Attached Garage if Applicable. Total Amount Paidair = $ L Total Amount Due = $ �� 10 • J Date: J U L 2 8 2019 Signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: J�CIAt\J SNuLL AV-0-A (_J&.0-'r Subject ProWgy:0?A JQ r?UJ►P_ LQ/'7e SBL:loZgaJr-1 I. Zo7 Zone: jd�D Please take notice that the subject; L3'One or Two Family; ❑ Commercial, ErNew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; E!'Truss Type Construction (TT) YPre-Engineered Wood Construction(PW) Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders& Beams(F) ❑ Roof Framing(R) ErFloor 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§t264 for Commercial Buildings, and NYCRR§t265 for One & Two Family Dwellings, Date Design Pro Z)2-SI2"') _ D_a`ie '`����r� Pro er kk Date cxary blic RISHA MARTINS NOTAF1 PUSLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Fxpires 10-19-2023 A CERTIFICATE OF LIABILITY INSURANCE ' '(1 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.It 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 NAME: T d Aon Risk Services Northeast, Inc. NE (866) 283-7122 Boston MA Office AC No.Exi): A.No.: (B00) 363-OlOS 53 state street Suite 2201 EADDRESS: O Boston MA 02109 USA S INSURERS)AFFORDING COVERAGE NAIC• INSURED 06UPERA., Navigators Insurance Co 42307 sc Rye Brook Partners, LLC INSURER a: Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity & Liability Company 38318 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Umlts shown are as requested LTR TYPE OF INSURANCE POLICY NUMBER p ryYY LIMITS X COMMERCIAL GENERAL LIABILITY EACHOCCURRENCE $5,000.000 CLAIMS-MADE ❑X OCCUR PREMI' ESE ccRENT men a S100,000 WED EXP(Any one wwnt Excluded PERSONAL B AOV INJURY $5,000,000 9 GENt AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $5,D00,W POLY x PRO.JECT LOC PRODt1CTS-COWiCIPAGG $5,000,000 OTHER f` AUTOMOBILE UABR,JTY COMBINED SINGLE LIMB ANY AUTO BODILY INJURY(Per peraont 0 SCHEDULED OWNED AUTOS BODILY INJURY(Par/aWeM) ey AUTOS ONLY PROPERTY DAMAGE HIRED AUTOS NON-0WNED ONLY AUTOS ONLY Per eotltlent u C UMBRELLALIAB OCCUR 1000579693201 06/30/2020 1110112021 EACH OCCURRENCE U X EXCESS LIAR CLAIMS-MADE AGGREGATE Ss,00O,OOo DED RETENTION WORKERS COMPENSATION AND PER STATUTE 7377 EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR,PARTNEP EXECUTIVE E.L.EACH ACCIDENT OFFICERAIEMBER£XCLUDED1 N/A M yss(IAIrldawy in"rider �UUJ E.L-DISEASE-EA EMPLOYEE deembe DESCRIPTION OF OPERATIONS Mk- E.L.DISEASE POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.AddBlonal Remarks Schedule,may ee anached It more space Is required) rJ `~y LEA I67� r� CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street Rye Brook NY 10573 USA eJ�J<Ofi �/LtA+G r�I-Lt/t7Ct0 c/7 XILX G��t.�y e J ftO. -� (c)1988-2015 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 14F Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any part t** 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 wilt not be accepted by government officials one year after the date printed on the form. In the Application of Business Apppplying For: (Legal Entity Name and Address): Building�ermit SC Rye Brook Partners,LLC From:The Villa a of Rye Brook NY t100 King St Ste 114 g y Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN•XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) 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 pe jury. I further affirm that I 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. SIGN MERE Signature: Date: :' /:7•1o2-d Exemptio ate Number n a f� r, Ma 020 2 24 . , P Worke nsation:Board CE-200 ornora A� CERTIFICATE OF LIABILITY INSURANCE DATE �i 04/13/1020 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 N ME: CLIENT CONTACT CENTER HOME OFFICE: P.O. BOX 328 PA/OCNNo Er :888-333-4949 A/c No):507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURERS AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD MMI DIYYYY D YYYV X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 PRE MI ,.".h.) Ace _ MED EXP(Anyone person) $10 000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL&ADV INJURY $1,000,000 OEN'L AGGR ATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY JEC ❑ LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO accident) BODILY INJURY(Per person) B OWNED AUTOS ONLY SCHEDULEDAUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY raccident) X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MAD€ N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DID RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X PER STATUTE OTH- Y/N ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1 D00 000 A OFFICERIMEMBEREXCLUDED7 NIA N 6042338 05/11/2020 05/11/2021 - (Mandatory in NH) E.L.DISEASE=EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS belOW EL DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 44 O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 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 King St Rye Brook NY 10573.1226 3b. Policy Number of Entity Listed in Box"1a" 6042338 3c Policy effective period 05111/2020 to 051l112021 3d.The Proprietor, Partners or Executive Officers are included.(Only check box if all partnerslotficers included) 0 all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"T' insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York (NY) must be listed under Item 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 Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that 1 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 � 04l13l2020 (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 DATE(MM/DDIYYYY) AC4OR2)q CERTIFICATE OF LIABILITY INSURANCE 1/21/2021 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 PHONE (845; 895 8873 PO Box 659 :_ "d Exl vc "° ADDRESS ottinS2001@ ahoo.corn Wallkill, NY 12589 INSURER($) AFFORDING COVERAGE NAIC9 INSURER Main Street America INSURED Total Comfort Inc INSURER National Grange PO Box 359 INSURERc 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 )SSUED 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 VTR TYPE OF INSURANCE INSD AND POLICY NUMBER IMMIDDiYYYYI MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000 000 CLAIMS-MADE Fx—1 OCCUR PREMISES Ea occurrence S 500 000 MPU7919F 1/21/20211/21/2022 MED EXP(Any one person) S 10,000 Ax X PERSONAL&ADV INJURY 5 1,000,000 GEN'L AGGREGATE LIMIT APPI IFS PER GENERAL AGGREGATE s 2,000,000 POLICY JECT LOC PRODUCTS-COMPlOP AGG S 2,000,000 OTHER t AUTOMOBILE LIABILITY COMBINED Ea eeatlent $ 1,000,000 ANYAUTO 1/21/2021 1/21/2022 AUTOS ONLY AUTOS BODILY INJURY(Per person) $ $ OWNED SCHEDULED B1U7 919F 6001LY INJURY(Per accident) S HIRED NON-OWNED _1777171M DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ $ UMBRELLA LIAB OCCUR D EXCESS LIAR CUU7919F 1/21/2021 1/21/2022 EACH OCCURRENCE $ 5,000,000 CLAIMS MADE AGGREGATE S 5,000,000 DIED I RETENTIONS $ WORKERS COMPENSATION - _ AND EMPLOYERS'LIABILITY YIN /��T [� (� 1/21/2021 1/21/2022 STATUTE ER C OFFICER MEMAN IBERRFE%CLUDED ECUTIVE a N/A WCU7919F EL EACH ACCIDENT S 1,000,000 If Adatory In NH) E L DISEASE-EA EMPLOYE S 10,573 If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS f VEHICLES IACORD 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 REPRfENTATIVY. 01988-2015ACORD CORPORATION All rights reserved. ACORD25(2016103) The ACORD name and logo are registered marks of ACORD vo K Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE B 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHARA RD MILTON NY 12547 1c, NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State.i.e.a Wrap-Up Policy) Number 141629022 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 RY E KING ST RY 3b.Policy Number of Entity Listed in Box"1a" E BROOK NY 10573 WCU7919F 3c.Policy effective period 01/2112021 to 01/21/2022 3d The Proprietor, Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) 0 all excluded or cerlain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3" insures the business referenced above in box`1 a"for workers' compensation under the New York State Workers'Compensation Law (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier 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? AYES 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 carrier) 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-1 D5.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www wcb.ny.gov KIN FIEL EVELOPMENT LTER "'O ow INTERNATIONAL DRIVE RYE BROOK, NEW YORK 11L f COPY SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 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 I L 2015 International Plumbing Code, 3rd printing minim 2015 International Mechanical Code, 3rd printing 2015 International Fuel Gas Code, 3rd printing 2014 National Electrical Code 2016 Uniform Code Supplement g 2016 Energy Conservation Code Supplement 2009 ICC 117.1 Accessible A Usable Building and Facilities Project Criteria: 25 JASMINE LANE 23 JASMINE LANE 21 JASMINE LANE Use Group: R-2 Construction Type: 5B Area: 10,274 sq.ft. Volume: 90,141 cu.ft. AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT 7 Thurston Avenue Structural Consultant PERMIT Newport, RI 02840 Camera/O'neill Engineers TE 0 V THIS BUILDING MUST BE POSTED* �. �. 117 Black Pont Lane SBL# D E CordtsenDesign.com Portsmouth, RI 02871 Wff"A PERMANENT CONSTR!lCTIOH 401.619.4689 TYPE IDENnFICATION SIGN; GATE APPR ! D01 Fnn MEP&P Consultant VJFR R.W. Sullivan Engineering i 529 Main Street 9203 BUILDING ANSPE R, i lage of Rye Brook.MY � PRIOR M THE ISSUANCE OF A FEB Z 6 202a C O R D T S E N Boston, MA 02129 C/O, D E S I G N AS REQUIRED BY NY STATE 1AW. VILUI E OF RY ARCHITECTURE glll RYE BROOK L.DING DEPARTMENT FLI 313.17 G 312.42 G 311.25 G 311.83 FLI 307.67 G 306.92 D G 305.75 G 306.33 5S G53 C I FLI 297. FLI 301.67 G 300.92 FLI 292.67 LI 294.67 293.33 G 296.4E G 299.75 G 300.33 S8 j7 56 C l C 2 A 25 SIGNdGE FLI 291.67 W/O I :tI- SALES OFF CE T 0l 60 A W/O G 291.92 C2 21 X2-SALES PARKING-P G 290.92 59 C 19 X3-SALES PARKING O DR C2 I5 17 CLUSTER`/'+ +XL-SALES PARKING X5-SALES PARKING+ ;4 BR 11 13 X fence z z W N O E CID Y6-DO NOT ENTER 9 CLUSTER nl�n� W t9 oe c N 0 �7-DO NOT ENTER BR - >O c a, D L 5 7 CLUSTER c LOU c� 1 3 A CLUSTER Z HONEYSUCKLE LANE n vl J3 p � °a C CLUSTER A I9 I L FLI 313.17 U = CLUSTER 86 17 Z R 3' G 312.42 n Z o` C O U CLUSTER C FLI 305.67 Z a gate to be k feat 0 G 304.92 ocked at a naintl B L c 15 ZL 31 FLI 312.17 times 22 v+ rt+ cho;nlink fence 18' FLI 294.67 O B R < c m 13 V D G 31 I.a2 �( C GT � 1 R � C. n gate � =7 B L 79 293.33 D 3 2 c N F 1 567 �o 0 "mA 3 .92 13 49 G 305.92 O n 40 FLI 293.67 O BR 3 C2 v m c II ZL -� FLi 311.17 W/o � �0 Zcl G 292.92 6 C 1 D q Z R-a G 310.42 46 I FLI 306.67 Y r 9 c 25 C 2 a l G 294.33 305.92 O c A N G 305.92 = r D m N m A u Z r- 27 FLI 294.67 DR > 18 m m N 7 YL - FL1310.17 W/O 18 00 H (1 82 FL 1 295.67 1 306.67 A N r G 305.92 m Z R G 309 47 G 293.92 O z c 23 A G 294.33 305.92 45 y C l 47 5 R 6 �` Z � C 2 m 9 cnoinlink lance c m Z 305.92 r Z C 1 G 294.92 44 16 3 ^_5 FL 309.17 N FLI 295.67 DR p D - G 308.4E Z W/O 16 p Z 21 O �, -13 G 304.42 gate 1 Y R O G 294.92 O m ? C 2 A I I� 14 o'e: w cfl F'"296.67 a FLI 305 17 maiWcin en'ire length of c 19 95 9� O C 1 5 AO G 304.42 international drive Free FL 1296.17 g L 4 A A BL O 304.92 N H ram dirt&deans all col n / e G 295.42 O 'o ° A o A i G 303 83 o f o��� ZT\�on Z N 1 305.67 O p CI O to ` a �`�� Q � �o 0G O J 304.3 NO TRESPASS NG e`�� �0 ti��c W O v+ © (� signs on all ga'es 2d �� "'d N 2 A O G 297.42 a ��,� .moo` e��`\o \moo` NOTE. FLIW/o O DR C2 4 C2 © sales FF306.50 A/ 5 e4� JCG FOR DIAGRAMMATIC PURPOSES F- G 296.92 O oarking `rF ,� p� ONLY. REFER TO CIVIL � O "G 298412 o DRAWINGS FOR ALL RELATED 1 0 O SITE WORK Q U S G 15 A ,lGs� ��directional zonst;ign LEGEND FLI 298.17 BL G '° G297.42 5 A A- "A"UNIT H- 0 W/O O G ,`^n CI O ;, BL 8 O BR-"B RIGHT"UNIT U } L G 297.42 I FL 303.67 O BL-'B LEFT"UNIT LU '}- O G 2.92 Cl- "C"UNIT.MASTER UP O o C2-"C"UNIT.MASTER DOWN = Z LL DR-"D RIGHT"UNIT U 01 DL-"D LEFT"UNIT a- L c4 G 296.42O FF 302.`' G 302.42 YR-"Y RIGHT"UNIT LU °3 DR 8 �; C 1 lG,rj 2 YL-"Y LEFT"UNIT N Q Q FLI 298 17 C2 �F �o O FA O FLI 303.17 Pi`1G ZR-"Z RIGHT"UNIT w U Q W/O FLI 297 17 co 4 O ZL-"Z LEFT"UNIT `n O G 297.42 05 G 296.42 �� 301.42 A ~5top Sias C 1 G 302.42 W/0-WALKOUT 6 9A I O 97 n IGJ, G 295.83 FL 1 302.17 - t f'cg man G 302.42 G\' C l IGJ, Fp G 300.83 C 2 -1` A G 296.42 F� �61 � C 1 90 4 (DFti C O FLI 302.67 A 4 �'` 300 8d 18 C` p�c►� IGTI. G 301.92 emergency FLI 297 17 O G 293.42 © `GXlF l,9 9 23 O W/O C2 2 O -stop st rcific 0,11%,- C 1 �� ti 'raitiC only G 295.83 FLI 294.1 7 O 16 F locked at all } C2 G293.42 A 21 BL times - ,[ O y olac4top y O G 302.42 O 14 C11G G 300.92 Z W O A C 2 sl��C O E >_ ` 3 01 3 G_9_.83 FLI 303.17 G 302.42 19 C I FLI 301 o7 GJ�F C 11 G_ Gc O O G 300.92 - i o c50 � ``\``c\ G 302.42 C lGTA A ^' anti-tracking ^o O O G 300.33 _ n/ ' 7 G 289.42 pad �` 0 (� LLL L 10. c G 301.92 A C l O �..� FLlV2�0 17 C 1 8 gUip o\c\�� G 289 83 post$�o!//ante FLI 302.6�O 8 O G 289 42 I ar 78 FLI 291.17 G 301.33 C 2 = �_ O O G 289 83 / _ ca G 288.83 104 A O gate for:ons1,­jctior-. C 1 14 G 298.42 6 entrance&exit to be 5 77 G 289.83 W FLIW/ 67 105 C2 ��1 unlocked&open during 13 CI G�879� 51 construction activity only. A FLI 291.67 G�J at all other times ibis gate 13 76 G 290.92 FLI 299.17 O 4 C 1 O G 298.a2 must be closed&locked ceel � I 72 DL A 4--- 1 1 G_91.83 i G 297.83 FL 1 293.17 A ��� OJT P B L 70 G 291.83 C 16 Y G PP 9 O G 292.42 FLI 94.67 G�JS �JS~�� C 2 CZ�SI C 1 69 G 293.92 9 x G 5 O FRS, 7 A ob 17 G 297.83 x A O G_89 42 1P C l 5 3 FL1290.17 MROSF C/ 3 BR r 7 C2 G FL1299.17 w ` GG l� G_89 4_ C(c,STFR� `�NF US I �c<` O 18 G 297.83 x Js� 08 ti �G 5 A O 1 G 288.83 C 1 ,0 C�IJSTER EE O� `r� G 298.42 s D R O A 8 Cl USTER Ny �' CI 19 I O G 290.33 C 2 6 C(US TER y Y FLI 288.67 fF CLUSTER DD Z 3 110 W/O FLI 291.67 73 O C l O til O FLI 299.67 G 287.92 W/O B R G 4 -,298.42 �G G 298.92 c G 290.92 290.92 A 4 D R _ O DL BR FL1299.17 FLI 293 67 W/O W/O GO G 298.42 C2 Z G 292.92 2 FLI 294.67 O 3 W/O FLIP 05.67 G 298.42 G 293.92 G 294.92 UNIT G2 LEFT CONSULTING ENGINEERS UNIT A UNIT GI MU R I OHT Structural Engineer ng Design Sot Clock Tower Square ■ I Camera/O'Neill Portsmouth,RI 02871 1-4- 12'THICK GONG.FT6. It.,9 r.,,q 888.308.7S41 5'-4►5' 12'-4' 16'-?J5' REIW.W/#5 BARS 0 12'O.G.E.W.,BOT. NEW 13'-515' IS'-4►4' COORDINATE v 9,� 4'-4 WATERPROOFING CONG.FT6.REINF GONG.FT6.REINF.W/04 AND DRAINAGE W/ 4 • W/#4 BARS 0 12' BARS 0 IT O.G.E.W.,BOT. ARCHL DW6S. 50•I `:`•^�," �z W w o co u+ Z Z W N O O- 12'THICK GONG.FT6. r O.G.EA,BOT. ------- --- 36-l' � � � ,n_� m REINF.W/x5 BARS O I I I I I N L v W U Q 01 • PROVIDE a INSTALL I'-4' �,-% •, •.,, =;+ y � •o 12'O.G.E.W.,Bor. L---J --- 10'DIA.REINFORCED t 51MP50N ABU44 OR ABU66 c - (� SONOTUBE PIER,TYP. 5' I 4 6'WALL STANDOFF BASE a s AST1=T1 '- I'-4' 4 I' -4' --+ O ~ o o (B.O.F.MIN.3'-6' TO GONG.W//e DIA. U s c 3 50.1 BELOW GRAM in EPDXIED THREADED 12'-3' SO.I U .Z o r ---[B.O.F.-10_IO']- ---- '_I■ ANCHOR ROD(6'EMBEDJ 2-3k, U -- -- ------------- -------------------- GOORD.W/ARGH'L I'-'DS° 5'-6' Q L. GONG.FT6.REINF.W/#4 FT6.REINF.W/#4 ' 'T. - I BARS O 12'O.G.E.W.,BOT. BARS 0 12'O.G.EA,BOT. i ------U - - ------ ---, L__J `O.WALL TO.WALL PROVIDE a INSTALL BEAM 7� r r I I O 12'THICK GONG.FT6. = I 0 BEAM POCKET AND P.T.BEARIN6 �j = = = [-0'-5►'4] POCKET PLATE TO ACCOMMODATE -------- ---- 5 - - _ 6 REIN.W/. BARS . .. -�-_ �---� I2•oL.E.W.,TOT. v I I [-1'-61'4 l UNTREATED LUMBER WITH O IBEAM.PROTECT T.O.WALL O WINDOW I 50.1 10'DIA.REINFORCED 3,_2■ SONOTUBE PIER,TYP. 50.1 aQ I BUILDING FELT,TYP. - (COORD.W/ARCHL] T.O.WALL 1 T.O.WALL T.O.WALL 0 WINDOW 5' S' B.O.F.MIN 3'-6'BELOW [GOORD.W/ I [COORD.HU ARGHL] 4•( GRADE) [B•O.F.-10'-10'] _ U I ARGHL] I Cp('��Yr---1 � '--- --------- - -- --- --- ... +• , COORDINATE I ! TA.WALL PROVIDE�4x48' L- -- ---- ----- - --------- --------------- -------- ------- I WATI=RPROOFIN6 I I [-0'-V4*1 DIAGONAL REAR [B.O.F.-10'-10'1 1 ':• AND DRAINAGE H/ r_� -_j L- r AT RE-ENTRANT SLAB CORNERS. T.O.WALL J �I) I TO.WALL T.O.WALL ARGHL DWG5. A BEAM _ PROVIDE05 BARS AT 24'OG. -----I 14'-I IY: T.O.SLAB [-0'-541 °- I POCKET VERTIG Y d HORIZONTALLY b O BEAM POCKET O I O [-2-33/s] r- T.O.WALL O WINDOW ELEV.-q-6 T.O.WALL I' O ' + 1 T O.WALL G ON WALL.PROVIDE F� [GOORD.W/6.G.] ! [GOORD.W/ARGHL] ' _ [GOORD.W/ $5 DOWEL INTO FT6.TO MATCH 10,WALL 10'WALL ARC I'L] N VERT.REINF I PROVIDE a IN5TALL)4' I SLAB DETAIL OI •PROVIDE a IN5TALL)4' -- COORDINATE v Z GAP AND BASE PLATES I'-10'FT6. c,O 1 p I'-10'FT6. SPRINGFIELD GAP AND WA COORDINATE T6 AT ALL COLUMNS,TYP. e BASE PLATES AT ALL AND DRAINAGE W/ 0 LALLY COLUMNS.TYP. N Y- _ ARGHL DW65. COS. �( - -,35•�.GOB. 1 4'NORMAL W.CONGA m ��-F4 w 5 SLAB-ON-6RADE. �(} 5 50.2 SEE DETAIL ! PROVIDE#'S BARS AT 24'OL. 50.1 F L_F I, I 50.1 VERTICALLY d HORIZONTALLY • 50 2 PROVIDE d INSTALL Yz GAP AND I CENTERED ON WALL.PROVIDE 3'-T1�' 14'-10%' I-10 12-b�'4 BASE PLATES AT ALL H55 O 05 DOWELS INTO FT6.TO MATCH :t -1 COLUMNS,TYP.BASE PLATES , T.O.WALL VERT.REINF. O SHALL BE SUBMITTED W/STEEL 12 THICK COW.FT6. IN SHOP DRANIN65 0 BEAM Q i REINF.W/#4 BARS O z 0 PROVIDE d INSTALL h' j POCKET m 10'WALL •SPRINC7FIELD'GAP AND T.O.WALL I T.O.SLAB - 12"O.G.EA.,BOT. BASE PLATES AT ALL 4'��r [-0'-47 ° _ ELEV.a-� [-1'�4] Q s I'-10"FT6. LALLY COLUMNS,TYP. COL. O ry r THICKENED SLAB, SLAB DETAIL O.O.F. {" SEE DETAIL }. I �� O MIN 3'-6• N T.O.SLAB p SO.I _-_-FJ I BELOW 6RADE1r- ELEV.-9'-b' 3 M 4'NORMAL WT.CONG. I in O I6-0'1i TYP 5LAB-ON-6RADE. I 6'WALL L_ 4BEAOCKE SEE DETAIL I Q Y_Aj SLAB DETAIL 3 T 1 PROVIDE#4x4&' 50.1 T.O.WALL r. ' 0 ODIA60NAL REBAR �. [-0�4] TYP O __ Z AT RE-ENTRANT tp 6 STEPS W/ PROVIDE ELEVATOR PIT g NSLAB CORNERS. 1 = FOR ELEVATOR OPTION 3 PROVIDE GONT. 4 BAR ZO4°NORMAL WT.GONG. T.O.WALL T.O.WALL ELEV TOR OPTION 50.1 I 2,-�. CENTERED AT TOP OF WALL 0 Q LL. SLAB-0ON-GRADE. 0 BEAM } T.O. a BEAM SEE DETAIL POCKET [O'-�4� T O.WALL AND CONTINUOUS KEY BEVELED O i [-O'-SV4] POG [-I'-f�'4) TA.WALL - I BASE F w 20'-2' l'-10' O BEAM POCKET ( f - I U w 2b V [-1'{4'1 y,� T.O.WALL a0 w � Q T.O.WALL �. •�Q SO.I WALL aPCCKETBEAM I tii ' (B.O.F.-10'-l0'] Q ro. PROVIDE a INSTALL BEAM I [-0-5►'4] I I- -------- --- _--- _ {.. - -- - ---- - - -- --- - -- I Q 6 0 BEAM [-1'-Fal'4] POCKET AND P.T.BEARING PLATE 6 -.. TA. 'A 50.1 POCKET AS REQUIRED TO ACCOMMODATE I I PROVIDE a INSTALL �I PIT 5L SIM [-1'-�'4� ' PROVIDE#4x46' I PROVIDE(4)#4 VERT. BEAM.PROTEGT UNTREATED •.. I I BEAM POCKET AND P.T. 50.1 -,--- -_ ---- I ELEV. 10'-b' [B.O.F.-10'-1001 t^ DIA60NAL REBAR BARS AT PIER {' I--- -- -- ---- ----------- AT UMBER WITH BUILDING FELT ^ BEARING PLATE TO SIM I p I ACCOMMODATE BEAM. 5 M I SLAB CORNERS. I i PROTECT UNTREATED - - -- ,i LUMBER WITH BUILDING I t 5 O VPRO FELT IN THE EVENT OF SEPARATE I ' 50I 10 WALL [13.O.F-II'-10']QPOURS,PROVIDE a INSTALL#5 I W/ VATOR TA.WALL -I'-10'FT6. VIDE a INSTALL I SO.I m I I 5 x 30"LON6 DOWELS 0 12'O.G. i FT6.STEPS W/ BEAM POCKET AND P.T. 0 BEAM I VERT.DRILLED a EPDXIED INTO ^ I SLAB DETAIL ELEVATOR OPTION BEARING PLATE TO POCKET I I-0 s I 50.1 I FT6.STEPS H/ I p Q ♦- 12"THICK GONG.FT6. j I I SIM FDN.W/6'EMBED.WALL v 50.1 ELE TOR OPTION ACCOMMODATE BEAM. [-I Fil4] REINF.W/•4 BARS O I PROTECT UNTREATED I I '- 12'O.G.E.W.,BOT. I I I SLAB DETAIL L SIM T.O.WALL LUMBER WITH BUILDING I I-7JS i 6'WALL ^` 2-yy I I-10 FT6. }• 0 BEAM Z VJ O I I 50.1 _ '' b POCKET I I SLAB DETAIL FELT,TYP. I I'-6'FT [I3A.F.MIN 3'�' � I I = 4'NORMAL WT.GONG. BELOW GRADE] I I , 3 ° SEE DES TA�1L� PRovIDE a 1NSrALL I [-r-lal'4]: I. Sp.l r_ __ 10 HALL z ' I 1 I 4'NORMAL W.GONG. c�•2 BEAM POCKET AND P.T. ' i � 5 I'-10'FT6. SLAB-0N-GRADE. i O BEARING PLATE TO -T.).HALL p _ SEE DETAIL r O T.O.SLAB AGC.OMMODATE BEAM. 0 BEAM � 4'NORMAL W.GONG. ~ 50.1 - --- ' W b'WALL I i 0 `Q I I. It ELEV.-I'-0'0 PROTECT UNTREATED P 10'WALL cn I o 34 6ARA6E DOORS LUMBER WITH BUILDING (__6V4] SL SEE DETAIL 4- � SIM I PROVIDE(4)04 VERT. z T.O.SLAB x FELT 4 I BARS AT PIER ^1 ELEV.-1'-0'0 6ARA6E DOORS I'-10'FT6. I W W TD.WALL I I 1 50� [COORD.VY T.O.WALL Q ry m i T.O.SLAB I 5 ARGHL] I Y I �� I .•_ � [-0'-�4] '� TA.WALL I J IL/ELEV.-I'-0'O GARAGE DOORS F� I O a Q IN THE EVENT OF SEPARATE [-0'_SV4■] I 13_Q •� PROVIDE G .04 BAR ` T.O.WALL I O I } POURS,PROVIDE a INSTALL 45 I O SO.I V O ENTERED AT T OF WALL I-0'-5►'4] T.O.WALL I ( x 30'LONG DOWELS O 12'O.G. I I r v A NO CONTINUOUS 2x3 I 4� I I `' VERT.DRILLED a EPDXIED INTO L--- ----J } I O SHEAR KEY AT WALL BASE I I IN THE EVENT OF SEPARATE I T.O.HALL FDN.W/b'EMBED ;O •- POURS,PROVIDE a INSTALL«5 .. IN THE EVENT OF SEPARATE I I I x 30"LONG DOWELS 0 12'O.G. I [-0'-4) - - ----- 1 POURS,PROVIDE a INSTALL#5 L4 Q VJ x 30 LONG DOWELS 0 12 OL. I r 10 WALL I O r- 5 I I VERT.DRILLED a EPDXIED INTO 8 T.O.WALL I m U 50.1 FDN.W/6•�.�- TA.WALL { 0 DOOR b WALL 3 VERT.DRILLED!EPDXIED INTO I'-10'FT6. ' 50.1 FDN.W/b EMBED. I 50.2 I = I T T I 1 T.O.WALL TA.WALL � '. --- ---- -- --- --- }� Q T.O.WALL T.O.WALL _ J o ------ - --------- ---- -- -------------- I J Ui ,� o DOOR I 0 DOOR % 1- TA.WALL I-0'-5 4] O 4' I O I [-O'-5►'4'] - T.O.WALL L-- --- I [-I-6] ------t [-0'-V4'] • ----- -- --- - - ' I [-0'-5►'4'] U ]1-..L O I -------- ---- -- ----- r- Q [l3A.F.-4'-6'] i ( ----- ----- - ------- - I 4 I 4it •r------ - WALL sI - --- -------- - ------ t.J ry Q ------- T.O. - - - -J - - ------F. - -- - ---- - -- p 1 I I [-0'_51'4'] I [B.OF.-4'-i'] 50.1 OVI E(4)#4VERT. L L,BARS Al-PIER I I tl'-1015' - --- - 4 ---- ------- I r `---- --J I l tl'-IOK' T.O.WALL p to I I 50.1 [4-4'] I I tlb'-3'COORD.W/ARGHL b'-O' 10 50.1 I 10 H T.C.KAU I -�-f'�b`FT£r--- ---- SIM 8 -------- ---------- [-I'-4'] I 6■WALL tl'-IOrS' tlb'-3' SO.I SO.I I I -- GOORD.W/ARGHL I tib'-3' L------ ---------� 6 }l'_IO,g■ tl'-IOK' GOORD.W/ARGH'L t4'-N5' 14'-6' 5'-6' I 50.1 L ----------- = ' I FOUNDATION PLAN-GLU5TER I-WALK OUT BASEMENT FOOTING SGHEDULE FOOTING SGHEDULE A „-, " FOOTING FOOTING FOOTING FOOTING SCALE:I/4-I-0 ID TAG SIZE REINFORCING - x A FOUNDATION PLAN-E6RE55 WINDOW ID TA6 SIZE 2'-0'x2'-O'x�"THICK (3�#4�1INC7IBO I. FOUNDATION FLOOR SUB FLOOR SHALL BE GALLED ELEVATION O'-0' 2'-O,x2'-O"x12'THICK (3)#4 E.W.HOT. O.G. NOTE: SCALE:I/4=I-o „ 2. ALL DIMEN5ION5,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS, UTILITIES, F25 5'6"x2-6"12.THICK (4)#4 E.W.BOT. REFER TO INDIVIDUAL BU I L D I NO F2S 2-6 x2-6 xl2 THICK (4)#4 E W.TOT. F3 3-O x3-O xl2 THICK (4)#4 E W.TOT. PIERS,FCOTfN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, _ '- ' DRAHI NO S FOR DETAILS AND x # 6EOTEGHNIGAL,MECHANICAL,ARGHITEGTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR 4'-O x4 O xl2 THICK (5)#5 E.W.BOT. = TO CONSTRUCTION. x ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, ° ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, I GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTINGS,SLABS, 3. LALLY COLUMN ALL LALLY GOWMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH Xs'THICK'__eRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. CUT-OUTS,UNDER6R0S S UTILITIES,PIERS,FORDNAT DEATH, ADDINFORMATION 4. SEE 6ENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION a SPECIFICATIONS AND ALL OTHER ITEMS SHALL IC13E FULLY COORDINATED WITH CIVIL,6E0T'EGHNIGAL,MECHANICAL,ARGHITEGTURAL AND CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADE-'DRAWINGS PRIOR TO CONSTRUCTION. ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. ZZLU va uA�dw r a'o 0 0 102'-0" 36'-"1.. 28'-10" 36-7" SZ'-ql'Z" 3'-b" 93 Lu W c .o G O _ v V t y U - o a p U.°'c r 1 1 I , 2 T O SUBFLOOR ------ ------------ ------------------ ----------- T O SUBFLOOR I ------------------------------------I ------ I , Jl I , rl -1 L E�l E: -1 %. - I 1 El F1 L----------------- 6. -- IIII II II III1III I1I IIII III Ll I T LEI - - T1 II II 11 T O SUBFLOOR T O SUBFLOOR I I r�T�1TII�rT1T'�1�I II II `---'`---� ---❑-❑--❑ ----- -------- ------------ ---------- -------I I o -- r--- BEE ri L_______J L) _______ ________________________J J ____ ---------------------- NW ND L _______- JI I-__-_____________________ _______________ t __-_____ ____ _______________________________ ' 11 L J I I L JL CZi I JI I I 1 I I I I I I I-T-Ill-T_n S T O SLAB -- I I - I - T O SLAB - 11 -rj �-�- -LL----- ----}---- --- --- --�i}--------------------L----- �J- - -L T� I-L--- ------------ --- ------1-1-- L------=T `-------�`i r'L---------J`� r`----------------J`, V I I i I I I L_________J-------------J I L------------�J L_-__- _____J II LJlJ II --------- II II I I V) 0 I I l i z O O O r ---------JLT------------------------------------------------------------ ti O O UNIT TYPE"C2 LEFT" 081 UNIT TYPE"A" 082 UNIT TYPE"CI RIGHT" 083 L-------------J_------------------------------_--------------------------------J 04 NOTE N N -E UNIT TYPE"C2 LEFT" 081 < SEE%"=!'-0°SCALE D:1G's ON'C2 LEF �) /_ - A D:;%G'S ON A SEE/ - S,ALE D'hG a H > O SET FOP ADDIT!ONAL NFL) S P AL NA !NF-? SET" P ADD- NAL NF NOTE J -0 r— SEE Y'- - CA E DWG's VN r2 EF LLJ i FRONT ELEVATION SET r,R'D - NaL INFO. O o SCALE 1/8" I'0" Z LEFT ELEVATION -0 3r z w SCALE 1/8"=1'-0" O Q LL X CL LLJ ckf _ N Q W U <1 0 N 54-5Y2 b-b" ' O 3 Ll 2 IRVT O SUBFLOOR ---- - - -------------------------- ---------------------- ---------------------------- T O SUBFLOOR -- --i----------- --- 0 > ` Lu I ry ry I O O � — I O I 0 r--- co MV T 0 SUBFLOOR SUBFLOOR —--------- —----- e'U V U U L---J L___J L___J � n-T m-T-n = I I I I --I I—---❑ —— I---------i—I I-®----I I 1 1 ri (V, 1 1 I C I I I � I I I I I I I �r Tl 1TrT11 I I (JJJ tl I I I I I It�lt-L�I I I III I I I I L-L--------J I I I I L___J___J I I I I I I I I I IL�JILJ_JI I I S T O SLAB I I I I I I I I I I I I I I n-T-nl--T-n 11 ----—1J—-----—---—--------------F-----------—1J—---�1--�1———------------------——��— c T O.SLAB --�'----—-— --- r----------------------------------------------- --------— �-------------------ram ---------� --T'`----------------------------------------------'ti I I I I I I I I L------------------------------------------------t-------------------L-------------L--�------------------------------------------------J I I I L-------J I I I I I I I 1 1 I I I L____________________-_____-_________-----------------_-----L--------___--J UNIT TYPE"C2 LEFT" 081 UNIT TYPE"A" 082 UNIT TYPE'CI RIGHT" 083 UNIT TYPE"Cl RIGHT" 083 NOTE NOTE: NOTE: NOTE SEE%"=1'-0"SCALE DNG S N C2 LEFT SEEP,"= '-0"SCALE D.NG's ON"A SEEYL"=1-0"SCALE DWG C R GH' SEEX.=1'-0"SCALE DWG's ON'Cl PI SET FOR ADDIT ONAL NF SET FOR ADDITIONAL NFO. SET FOR ADDITIONAL NF SET FOP ADDITIONAL INFO n REAR ELEVATION �' RIGHT ELEVATION SCALE 1/8"=1'-0" SCALE'1/8"=I'-0" ' KIN FIEL EVELOPMENT DRAWING LIST "A", � �� A0.0 SPECIFICATIONS NIT A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 1 29m25=1 =1 m67 A1.1 FLOOR PLANS A2.0 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.0 WALL SECTIONS & DETAILS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS S0.0 FOUNDATION PLAN SC RYE BROOK PARTNERS, LLC So.1 DETAILS 5 International Drive, Suite 114 S0.2 DETAILS Rye Brook, NY 10573 50.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING S1.1 DETAILS S2.0 ROOF FRAMING NYS Uniform Fire Prevention & Uniform Building Code: S3.0 SHEARWALL PLANS 2015 International Building Code, 3rd printing 2015 International Residential Code, 2nd printing Homo HVAC LEGEND, GENERAL NOTES & DETAILS 2015 International Fire Code, 3rd printing H0.1 HVAC DETAILS 2015 International Energy Conservation Code, 2nd printing H0.2 HVAC SPECIFICATIONS 2015 International Plumbing Code, 3rd printing H1.0 HVAC BASEMENT FLOOR PLANS 2015 International Mechanical Code, 3rd printing HI A HVAC FIRST & SECOND FLOOR PLANS 2015 International Fuel Gas Code, 3rd printing H1.2 HVAC ROOF PLAN 2014 National Electrical Code 2016 Uniform Code Supplement E0.0 ELECTRICAL LEGEND & GENERAL NOTES 2016 Energy Conservation Code Supplement E1.0 ELECTRICAL BASEMENT FLOOR PLANS 2009 ICC 117.1 Accessible & Usable Building and Facilities El A ELECTRICAL FIRST & SECOND FLOOR PLANS Project Criteria: E2.0 ELECTRICAL POWER & TELECOMMUNICATION RISER Use Group: R-2 E3.0 ELECTRICAL SCHEDULES Construction Type: 56 E4.0 ELECTRICAL DETAILS Area: 3,200 sq.ft. E5.0 ELECTRICAL SPECIFICATIONS Volume: 28,023 cu.ft. P0.1 PLUMBING LEGEND, SCHEDULES & DETAILS P0.2 PLUMBING SCHEDULES P0.3 PLUMBING SPECIFICATIONS P1.0 PLUMBING BASEMENT FLOOR PLANS 7 Thurston Avenue Structural Consultant Pi A PLUMBING FIRST & SECOND FLOOR PLANS f Newport, RI 02840 Camera/O'neill Engineers 117 Black Point Lane P1.2 PLUMBING ROOF PLAN CordtsenDesign.com 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant FP0.1 FIRE PROTECTION LEGEND, GENERAL NOTES & DETAILS R.W. Sullivan Engineering FP0.2 FIRE PROTECTION SPECIFICATIONS 529 Main Street#203 FP0.3 FIRE PROTECTION SPECIFICATIONS C O R D T S E N Boston, MA 02129 DESIGN FP1.0 FIRE PROTECTION BASEMENT FLOOR PLANS A R C H I T E C T U R E FP1A 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 N THE CONSTRUCTION OF THE PROJECT. -URNISH AND INSTALL RE NFORCED CONCRETE AND PERFORM WORK N ACCORDANCE WITH THE CURRENT AC BURDINGPAPER.ASPHALT SATURATED FELT,ASTM D-226,TYPE,15#OR TYVEK HOUSEWRAP MAN-F 3Y IN-SWWCVOGT,M..WGIJDINGGLASS DOOR&I Ys'PANELS W TH CLEAR%'INSULATED,ARGON=1LLED._OW E SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING AL APPLICABLE STATE,CITY AND COUNTY BUILDING,ZON NG.ELECTRICAL,MECHANICAL,P UMBING 3 8,AND CRSI?MANUAL OF STANDARD PRACTICE-AND ASTM C 9L.(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. NCLUDE MANUFAC"URERS STANDARD SCREEN DOOR. F UNITS SHOW MUNTINS ON EXTERIOR CLOT-ES WASHER VALVE/DRAIN BOX 8 CLOTHES DRYER EXHAUST BOX SEALED 0 GWB WITH PROPER OVERLAPS ALWAYS WORK FROM LOW PO NT TO H GH POINT AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMEN"S BEFORE COMMENCEMENT OF INFORMATION 8 THEY SHAL OVERR DE ANY DUPLICATE INFORMATION PROVIDED ON ARCriITEC"ORAL LAPS SHED WATER,BITUAfRVOUSMEMBRANB GRACE.CE S WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHAL-SHEET ELEVATIONS,PROV DE MUNTIN BARS-HA"ARE ADHERED TO INTERIOR 8 EXTERIOR S DE OF GLASS,ALIGN NG 3U LT-IN CAB NETS TO GWB CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRICT ON DRAW NGS). D RECTLY OVER AN'INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS %MUNTIN WIDTH TYP CAL,UNLESS STAIRWAYS N CONTACT WITH-XT WALL SEAL D AT GWB UDERLAYMENT.SEE ROOFING SPEC.FOR MORE NFORMATION. OTHERW SE NOTED PAINT WOOD MUJT NS USED ON NTER OR.EXT RUDED ALUM NUM USED ON EXTERIOR.USE DOCUMENTS TO THE ATTEN ON OF THE ARCH(ECT SUBMIT COPIES OF INSPEC ON REPORTS,NOTICES,RTC. LAMINATED VENEER LUMBER(LVL):COMPLY W TH THE NSTRLCT ON AND R L 44< ECOMMENDATIONS OF TH- =1REPLACE BOX-0 GWB TO OWNER AND ARCHITECT 2. PROVIDE CONCRETE REINFORC NG BARS AS SHOWN ON STRUCTURAL DRAWINGS. MANUFACTURER AND WITH NFORMATION CONTA NED IN THE CONSTRUCT ON DOCUMENTS.THE DESIGN AND PAT'RN A5 INDIGO ED ON THE EXTER OR E;EVATIONIS. COMBUSTION A R SUPPLY DUCTS AND P PIES TO GWB FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE JNDER THE SUPERVISION OF A PROFESSIONAL ENTRYDWJL IX '`SULATED FIBERGLASS BY JELDWEN,SEE EX-.ELEVATIONS FOR STYLE.PROV OE TEMPERED METAL=_UES TO GWB PNGINEER AND N ACCORDANCE W TH THE NATIONAL RESEARCH BOARD(NRB.)AL BM T-UP LV BEAMS TO 13E SIDELITES AS SHOWN ON THE DRAW NGS.MEET THE FOLLOWING REQUIREMENTS:AIR INF L'RATION:ASTM EZ83 K-CHEN AND BA-H EXHAUST FAN HOUSING TO GWB 2 DETAILS AND SECTIONS ON HE DRAWINGS ARE SHOWN AT SPECIFIC_OCA IONS AND ARE INTENDED TO SHOW 3 PROVISIONS MUST BE TAKEN'0 PROTECT Al-AL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL. WATER RESISTANCE:ASTM E331,ACOUST CAL PERFORMANCE:ASTM EL 3 70T STC 28,THERMAL TRANSMISSION: GENERAL REQUIREMENTS THROUGHOUT.DETA_S NOTED TYPICAL'IMPLY ALL CONDITIONS TREATED ATTENTION''A D TO FOOT NGS AND OTHER ON-GRADE CONSTRUCTION OR OR TO BACKFILL NG AND ENCLOS NG FRAMED US NG HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFAo-TOY'THICK, -LtCTR CAL BOXES S CAB=/PHONE BOXES TO GWB ADHERED CONT NUOUSLY WATERPROOF ADHESIVE,ASTM D-2559-76.FB=2800 PS,E=2.000.000 PSI.STAMP D W TH R-15.49(CALCULATED). SIMILARLY.MODIF CATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIA'ONS THE BU LD NG GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS'O 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 H ( ) OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAW NGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPJED PAINT FIN SH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND NSTALL 2' AIR SEALING MATER ALS-USE A COMB NATION OF THE FOLLOW NG 3 THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLET ON OF THE WORK 4 ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SO L BEARING CAPACITY OF 4000 PS FOR FOOT NGS 8 PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRICT.DWG s. GRACE NYCOR PLUS'.OR EQUAL.AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS:APPLY D REC-LY TO CAULK-SEALS GAPS LESS T,HANY?WIDE SUITABLE FOR THE INTENDED USE OF-HE OWNER.ANYTHING NOT EXPRESSLY SE-FORTH,BUT WHICH IS =OUNDATION WAL S 3000 PSI FOR SLABS PARALLAMPARALLELSTRAIVDLUMBER(PSI):COMPLY W-F THE INSTRUCTION AND RECOMMENDATIONS OF TIE SHEATHING.PRIOR-0 INSTAL NG WINDOW PROVIDE 8 INSTAL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM FILLS LARGE GAPS AND SMALL HOLES REASONABLY IMPLIED OR NECESSARY-OR PROPER PERFORMANCE OF THE 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 OWNER/ARCHITECT FOR SELECTION 8 BACKER ROD-CLOSED CELL FOAM OR ROPE CA 11lK PRESSED INTO GAPS u,Zoe C ago o-0 5 COORDINATE UNDER SLAB AND THROUGH WALL PLUMB�NG,ORA NAGE AND OT'ER RELATED WORK FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER(LEVEL.MODULUS OF ELASTICITY FOR FINISH OF HARDWARE 8 WINDOW ALUIMINUM PANT COLOR PRIOR TO ORDER NG.UNITS'O HAVE C EAR INSUILA"ED, GASKE-S v'C,I- >o c o; BEAMS SHAL B"1,016 535 PS.COL-MNS SHALL BE 914.880 PS Fe BEAMS SHALL BE 2,900 PSI,COLUMNS 2,400 �-�, Q_ 9- PS ALL DRAWINGS SHAL_BE FULLY COORDINAT-0 BY CONTRACTOR'0 VERIFY ALL DIMENSIONS,_CCATE PS CONNECTORS TO 3E ASTM A 36.PR MED.GALVAN ZED ASTM A 23,OR COATED WITH ZINC RICH PAINT AS NOTED ARGON FILLED,LOW-E GLASS.W NDOW MANUFACTURER TO REVIEW DRAW NGS TO DETERMINE AND PROV DE SAFETY P BU LD NG WRAP INSTAL-ED OVER_X'.SHEATHING,SEALED WITH TAPE AT JO NTS 0.U � 'P DEPRESSED SLABS,S_OPES,DRAINS,OUTLETS.RECESSED REGLETS,BOL-SETTINGS,SL=EVES,RTC. 6. CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE W TH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH GLASS WHERE REQUIRED BY STATE CODE ALL OPERABLE UN TS SHALL HAVE NTEGRAL SCREENS. IF UNITS SHOW SHEET GOODS WOOD SHEATH NG.GYPSUM WA L BOARD,R G D INSULATION,(APED EDGES of j3 Lu c I pp o STRl1CT.DWG s. MUNTINS ON EXTER OR ELEVATIONS,PROV DE Ml1NTIN BARS THAT ARE ADHERED T O NITERIOR 8 EXTERIOR S CE OF O SHEET METAL-EDGES CAULKED - 5 a _4) 5. THE CONTRACTOR SHAL_VERIFY AND=ROTEC-ALL SERVICE_NES AND EXISTING SITE AREA FROM FORMS:FORM MATERIALS TO CONFORM TO ACI 3L7,PS 74. PARALLAM PLUSP,41R/1 LE STRAND LUMBER(PSL PLUS):COMPLY WITH THE NSTRUCTION AND GLASS,AL GNING DIRECTLY OVER AN NTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.ib'MUVTIN WIDTH V = t; POLYETHYL•NE P1AST C-EDGES AND PENETRAT ONS TAPED AND SEALED v D DETERIORATION OR DAMAGE REI1VMRCLIVGBARS•DEFORMED STEEL,ASTMI A-615,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED N THE CONSTRUCTION TYPICAL,UNLESS 0'HERWISE NOTED.PAINT WOOD MUNTINS USED ON NTER OR,tXTRUDED ALUM NUM USED ON U ^z 6 DOCUMENTS.PLUS PSL FOR USE IN WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR:USE PATTERN AS INDICATED ON T E EXTER OR ELEVATIONS.CONTRACTOR HAS T--E OPT ON TO HAVE WEATHERSTRIPPING-SEAL MOVEAB_E COMPONENTS SUCH AS DOORS,W NDOWS,ETC. oc U REINF0RQNGMESH.WELDED STEEL WIRE-ABRIC,ASTM A 185. PRESERVAT VE PROTECT ON PRODUCT PROV DE P PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%. THE -HE W NDOWS DELIVERED WITH THE EXTENS ON JAMBS NOT NSTALLED,TO MAKE IT EASIER TO NSTALL INTER OR MASTIC-SEALS AIR-IANDLERS,D.,CT CONNECTIONS AND JOINTS a 6 THE ARCHITECT/ENG NEER SHALL NOT BE RESPONS BLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, CFJIVVT.'PORTLAND CEMENT,ASTM C-150.TYPE I OR 11. DESIGN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER(LEVEL.CONNECTORS TO CUSTOM S LL APRON AT MULT PLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITEC-.FOR REVIEW. ,1_I81 OR COIL FACED"APE- TEMPORARY SEALS A R HANDLER DUCTS-NOT ACCEPTAB- 'ECHN CUES,OR THE FA LURE OF THE 8-LDER-0 CARRY OUR THE WORK N ACCORDANCE W TH THE WATER:CLEAN,POTABLt AND NON-0ETR MENTAL'O CONCRE`E SE ASTM A-36,PRIMED,GALVAN ZED ASTM A-23,OR COATED WITH ZINC RICH PA NT AS NOTED IN CONTRACT OVERHEAD DOOR. SELECTED BY OWNER.PR ME a PAINT AL_S DES PROVIDE SHOP DRAWINGS TO ARCH T_CT, DRAW NGS OR THE REQU RED CODES .AGGREGATE:FINE AND COARSE.NORMAL WEIGHT AGGREGATES,ASTM C-33 DRAWINGS.KEEP DRY AND HANDLE W T-CARE TO PREVENT)AMAGE TO BEAMS COLOD NATE WITH STRUCT. FOR REV EW.GARAGE DOOR OPENER SEL=CTED BY OWNER ACOUSTIC SEALING GUIDELINES Dq� ADMMMRES,AIR-ENTRAINED TYPE,AS"M C-260 AND WATER REDUCING-YPE A,ASTM C-494 AL CONCRE_F DWG s. I. AIR-BORNE SOUND-WALLS,PART T ORS AND FLOOR/CEILING ASSEMBLES SEPARATING DWEL_�NG UNITS-ROM '� = TYPIGILF.X MUORWALL.2x6 WOOD STUDS @ 6'o c_,UNLIESS OTHERW SE NOTED FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PUB C OR SERVICE AREAS SHALL HAVE A SOUND TRANSM�SS CN CLASS(STC,RATING OF C. CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY-OR ALL NECESSARY PERMITS REQU RE, 0 PERFORM THE EXPOSED TO-REEL NG&THAWING:6%-8%.OTHER CONCRETE.2%-4%. C WORK.SUBM T COP ES TO OWNER AND ARCHITECT. CbNCRETEMIX:•CONCRETE READY MIX,ASTM C 94,3000 8 4000 PSI COMPRESS VE AT 28 DAYS. TYPICAL INTERIOR WALL:2x4 WOOD STUDS @ 6'0.0,UNLESS OTHERWISE NOTED FURNISH AND INSTALL THE-OLLOW NG. NOT LESS THAN 50{45 FIELD TESTED)FOR A R BORNE NO SE Wj �;.as NOTE•VO NTERIOR FIN SH WORK S TO BE STARTED UNT_A WATER-T GHT SHELL IS ACHIEVED VAPOR RaRRLEk LOCATE PER DRAWINGS,0 M L POLYETHYLENE,ASTM D-2103. INTERIOR TRIM:SELECTED BY OWNER do T 8 "HE CONTRACTOR SHAL_=MPLO"A COMPETENT SUPERINTENDENT NANO SHALL BE v ATTENDANCE AT THE PREFORPAW JOINT F JXR,Yz'ASPHALT MPREGNATED FLEXICELL. THERMAL AND MOISTURE PROTECTION CLOSETSHELVINGA BARS:SELECTED BY OWNER 2 STFLCTURE-BORNE NOISE.FLOOR;CEILING ASSEMBL ES SEPARAT NG DWELL NG UNITS-ROM EACH OTHER OR f f PROJECT SITE DUR NG PERFORMANC-OF THE WORK. THE CONTRACTOR'S:ANSTRUCT ON SUPER NTENDENT S DOVSTAILANCHORSLO7S:22 GA.GALVANIZED STEE_ I FURN SH AND INSTALL THE FOLLOWING: GLASSSHOWERENCLOSUREABATHMIRRORS SELFC-ED BY OWNER ^40M PUBLIC OR SERVICE AREAS SHAL_HAVE AN IMPACT INSULATION CLASS(C,RATING OF NOT LESS THAN 50 � REOU RED TO BE ON SITE DURING ANY CONSTRUCTION ACTIVITY.NCLUD NG WORM(BEING DONNE BY F ASHINGREGLE73.GALVANIZED STEEL. A770MIV A BATHClBDVETS/COU)1MM.SELECTED BY OWNER. (45 F ELD TESTED)-OR STRUCTURE-BORNE NO SE. SUBCONTRAC-ORS. N ADO T ON TO CONTRACT REQUIREMENTS IT S TH,CONTRACTCR'S RESPONSIB -Y TO FOU/VDA770/VWALL FINISH.AS CAST W TH HE F NS REMOVED.HOLES AND HONEYCOMBING F LLED 8 FLUSH CUT 2. THE FOLLOW NG SPECIF CAT ON SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED'EREIN:ASHRAE HANDBOOK A77rHF.NABATHPLUMBI.VGFEt7tfMAAPPLL4NCFS SELECTED BY OWNER q SUPERV SE ALL CONS`RUCTION ACTIVITY AND NSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE W TH THE TIES.RUB W TH CONCRETE BRICK TO SMOOTH PROJECT ONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL FUTURES-SEL=CTED BY OWNER 3.OPEN NGS AND PENETRATIONS N CONSTRUC ION ASSEMBL ES FOR PIPING,ELECTRICAL DEV CES,RECESSED CONTRACT DOCUMENTS. FLOOR SLABS flNTERIOR)F7NLW.SMOOTH,S-EEL TROWEL FIN SH INSTAL_CONTROL AND EXPANSION JOIN S INSTALL FLASH NG AND SHEET METAL IN COMPLIANCE WITH'ARCH TECTURAL SHEET METAL MANUAL'BY DOOR HARDWARE.SELECTED BY OWNER. CABINETS,BATH TLBS,SOFF TS OR EAT NG,VENTILATING OR EXHAUST DUCTS SHALL BE SEALED L NED AS REOURED SMACNA. MEDiCL1VEC4BLNET.•MED CINE CABINE-TO BE LOCATED IN EACH BATHROOM(MC) SELECTED BY OWNER. NSU.ATED OR OTH-RWISE TREAT D TO MAINTAIN THE REQUIRED STC RATING OF-HE ASSEMBLY. 9 CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WH CH MAY OCCUR N CONTRACT DOCUMENTS TO THE ANCHORBOL7S:Yz'DIA.(MN.)PLACED W-0 O.C.(MAX NTERMEDIA-E SPAC NG MINIMUM(2)BOLTS PER PLATE iNTER/ORSTAiRS.PROVIDE ALL REQUIRED STRUCTURAL ANALYS S AND DESIGN FOR SELF SUPPCR NG WOOD ATTENTION OF T'Hr ARCHITEC`IN WRIT NG AND WR TT-N INS RUC-ONS SHALL BE OBTAINED BEFORE SEC ON,a MIN.-ROM P-ATE END 3. GALVAN ZED SHEE-FLASH NG SHALL CONFORM TO ASTM A 653/A 653M WITH Z NC COAT NG OF 25 OZ PER S-A RS STAIRS SHALL BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT ALL PARTS OF THE STA R SELECTED 4 OOR ASSEMBLIES THAT ARE CARPETED GENERAL Y MEET THE M N:MUM I C REQUIREMEN S.FLOOR PROCEED NG W TH THE WORK.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RSUL-S OF ANY SO F'+ AND 20%COPPER BEAR NG,24 GA.DES GNATION G 90-LOT DIPPED GAL vAN Z-D,M LL PHOSPHATIZED BY OWNER ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR V NYL GENERALLY REQU RE ADD TIONAL ERRORS,DISCREPANCIES OR CMISS ONS N THE CONTRACT DOCUMENTS,OF WH C THE CONTRAC-OR FAILED STRUCTURAL STEEL BLUFSTONETERRACE:=XTERIOR IIz BLUESTONE,RANDOM.RECTANGULAR SHAPED SLABS A"AL EXTERIOR ACOUSTICAL TREATMENT OR NSU-A-ON TO MEET THE M NIMUM I C REQUIREMENTS. TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF-HE WORK. =URNISH AND INSTALL THE OL_OW NG,AS NEEDED SEE STRUC-LRAL DRAW NGS=0R MORE NFORMATION 8 4 NON-REINFORCED FLEXIBLE BLACK ELASTIC SHEET CLASH NG 50 TO 65 MILS-H CKNESS SHAL_COMPLY WITH EIRRACES AND.LANDINGS.AS SHOWN ON THE S TE AND/OR FLOOR PLANS 8 DETAILS.STONE-0 BE SET IN 1' THEY SHALL OVERRIDE ANY DUPLICATE NFORMAT ON PROV DIED ON ARCH TECTU RAL.DRAWINGS) THE-OLLOW NG.SHORE A HARDNESS.ASTM D-2240,TENS LE STRENGTH ASTM D-I.2,"EAR RESISTANCE MORTAR BED ON CURED.SLOPED CONCRETE SLAB.VER FY STONE TYPE AND PATTERN WITH ARCH TECT OR OR TO ASTM D-624,DIE C-ULTIMAT E.ONGATION ASTM D-4 7+OW T MP BR AS D-149 OZONE ORDER NG.PROV DE CONSISTENT/'MORTAR JOINTS,COLOR 8 TEXTURE TO BE APPROVED BY ARCHITECT NSTALL S THE FIRST ESSENT AL FOR AIRBORNE SOUND SOLAT ON 11S NG ANY SYSTEM IS TO CLOSE OF=AIR LEAKS AND/OR vi R" 0 'HE CONTRACTOR AND SUBCONTRACTOR SHALL.ER FY A-L D MENS ONS AND,LOB CONDIT ONS A--HE JOB AGING:ASTM D-1149,HEAT AGING ASTM D 5 3 CONTROL AND EXPANS ON JOINTS AS REQUIRED. -JUNK NG PATHS BY WH Cri NOISE CAN GO-ROUGH OR AROUND T E SYSTEM.SMAL_CRACKS OR HOLES W LL Z SITE SUFFICIENT(Y IN ADVANCE OF WORK TO 13E PERFORMED TO ASSURE ORDERL"PROGRESS OF THE WORK STEEL SHAPES PLATESANDBARS.•ASTM A 992.ASTM A 36 EX7ERIOR DOOR AND WINDOWC4SING.CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS 6 HEADS w/X SCOT A NCREASE THE SOUND TRANSM SS ON AT THE H GHER FREQUENCIES THIS CAN HAVE A DETRIMENTAL EFFECT ON 9 RECTANGULAR STEEL TUBE COLUMNS:S-RUC'.,RAL CCL06FORMED STEEL ASTM A-500,GRADE B 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 O F THE REQUIRED SIZE.REFER TO=X-ERIOR ELEVATIONS AND THE OVERAL ACOUST C.PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED > I CONTRACTORS SHALL MAINTA N THE PREMISES CLEAN AND FREE OF ALL RRASH,DEBRIS AND SHALL PROTECT COLD-FORMED METAL FRAMING:C SHAP-D STEE STUDS,8 GA ASTM A-446 SOLDERED JOINTS 8 SEAMS ARE REQUIRED NS-ALL RED COPPER RASH NG AT ALL DRIP CAPS,OR P EDGES AT DETAILS FOR SPEC FIC LOCATIONS OF EXTER OR TRIM. SYSTEMS.FAILURE TO OBSERVE SPECAL CONSTRUCT ON PRECAUTIONS CAN REDUCE THE EFFEC-VENESS OF � ALL ADJACENT WORK FROM DAMAGE.SOIL NG,PA NT OVERSPRAY,-TC ALL FIXTURES,EQUIPMENT GLAZ NG, STEEL PIPE:ASTM A 53 TYPE E OR S,GRADE B RAKES AND EAVES,STEPPED AT ROOF INTERSECT CNS W TH WALLS.ABOVE EX EXTERIOR OR RUNNING TRIM,HEADS OF MUC ERIOR TIW. Ix-H CK CELLULAR PVC,AZEK OR EQUAL. x CELLLLAR PVC SHEE-WHEN REQUIRED-RIM THE PLANNED SOUND CONTROL METHODS i-LOORS,RTC SHALL BE L EF CLEAN AND READY-OR OCCUPANCY UPON COMPLETION OF THE PROJECT ANCHORBOL7S ASTM A-307 WINDOWS AND DOOR CASINGS,SI-L PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS W DER THAN Ire 5/L THICK PVC SHALL BE USED A-LOCATIONS-HAT ARE ADJACENT-0 ANY WALL SIDING BOLTS:ASTM A-325.-'r'DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIE D CUT TO FIT RFOURED SIZE. 6 SYSTEMS SHALL BE A RTIGHT.RECESSED WAL FIX-RES SUCH AS MED C NE CAB NE-S,OR ECTR CAL, 2 SHOP DRAWINGS ARE REQU RED FOR STRUC URAL.MECHAN CAL-1 ECTRNCAL AND SPECIALIZED INSTALLA770N:COMPL"W TH CURRENT RISC CODES AND SPEC FICATIONS AND WITH AWS STRUCTURAL WE"SING VOTE ALL FLASHINGS SHALL LAY SUCH THA-ALL LAPS SHED WATER.WITH PROPER OVERLAPS.ALWAYS EXTERIOR RAILINGSANDBALUS7ERS:SE_tC ED BY OWNER. TELEPHONE.AND TELEVISION DEVICES WRING.SPR NKLER PIPES ETC,WHICH PENETRATE THE GYPSUM BOARD CONSTRUCTION.SHOP DRAW NGS SHALE 3E SUBMITTED'0 THE ARCHITECT FOR REV EW FOR CONFORMANCE CODE,*AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOABLE SHEAR CONNEC-IONS DETAILED IN WORK rROM LOW PO NT TO H GH POINT.WATER-TIGHT WEA ERPROOF PERFORMANCE OF FLASHING AND EXTERIOR PORCH CEILI7VGS/E46ESOFFTM- x6 9EADBOARD CELLULAR PVC,AZEK OR EQUAL SHEET METAL WORK S REQUIRED,WITHOUT RELYING ON SEALANTS. SHALL NOT BE LOCA ED BACK TO BACK OR N -iE SAME S UD CAV TY.ANY OPENING FOR SUCH HXTURES AND WITH HE D-SIGN INT NI OF THE WCRK. N AREAS WHERE THE DRAW NGS DO NO ADDRESS ME HCDOLOGY ACCORDANCE WITH AISC REQU REMENTS FOR SIMPLE CONNEC IONS.CONNECTIONS S-ALL BE BOLTED OR WELDED EXTERIOR W OAD V AIRING.:E EX PELEVATI�=COR SASS=0R LOAD BEARING HBSG ERMAWRAP CELLULAR O =0R PIPING OUTLETS SHALL BE CUT TOT E PROPER S ZE AND SEALED.E_ECTRICAL DEVICES SHALL BE 04 -HE CONTRACTORS SHALL BE BOUND TO PERFORM IN STIR C-COMPL ANCE WITH THE MANUFACTURERS WELDI)VGELEC7RODE&-COMP_Y WITH AWS Of.CLASS E-70 ELECTRODES PVC FOR AND OAD BEARING.SEE EXT=t_EVATIONS=0R SIZE 8 STY E 0 BACKPA NT METAL FLASH NGS W' BITUMINOUS PANT WHERE EXPECTED TO BE IN CONTACT WITH FURNISH AND NS TALI,THE FOLLOW NG INSTALLED IN FULL BOXES AND SEALED WITH A NON-HARDEN NG SEALANT SUCH AS ELM BRAND F RE BARER ER Q SPECIFICATIONS AND/OR RECOMMENDAT ONS PRIMER PARYT.TNEMEC 99 OR ABRICATOR'S STANDARD RED OXIDE MPP LS MO DABL=PUTTY PAD OR EQUAL () N CEMENT( Ol1S MA-RILLS OR DISS MILAR METALS. GYPSUM WALL BOARD: GALVANIZING:ASTM A 123. WA7ER4RFU TANT,•Y{IMPEER AL GYPSUM BOARD BASE ON INTER OR SURFACES OF ALL CELINGS AND WALLS. Z 3 ALL MANUFACTURERS OR NTFD WARN NGS FOR HANDLING OF PRODUCTS MUST RE 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'ONS.GUTTERS CON?IF FiRERA7E 7 THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE AIRTIGHT-0 PREVENT SOUND O }_c:D7YPE'X^:�GYPSUM BOARD ON WALLS 8 CEILINGS OF GARAGE. WORDS OR tOUAL'ARE TO BE ASSUMED WHENEVER A SPEC FIC MANAC RER S NO ED.PROVIDE EXEC MOlV.PROVIDE EMPORARY S-ORING AND BRACING AS REQUIRED NO BURN NG OF HOLES DO NOT USE 'OGEE'STYLE,4)',,',GH x 6'W DE w/BRACKE-HANGERS V 8'o.c.DOWNSPOUTS.CON-.2Y,.'x 4V,' VENEER PLASTER:ONt COA-VENEER PLASTER ON IN ERIOR SURFACES 0-ALL CdLINGS AND WALLS.IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH 0 PRODUCTS OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SAT SFACTORY USED IN S MILAR SERVICE CUTTING TORCHES IN THE IELD FOR CORRECTING FABRICAT ON ERRORS IN THE STRUCTURAL RATING. CONNECTED TO PVC DRA NS:'REFER TO CIVIL DRAWINGS FOR MORE INFO ON PVC DRAINS ACCORDANCE WITH AS-M C 587.C 754,C 844 FINISH OF PLASTER CN WALLS AND CEIL NGS SHAL_BE SMOOT ASSEMBLY PENE RATIONS.-LEXIBLE SEALAN'OR AN ACOUST CAL GASKET SHALL BE USED TO SEAL BE TWE=N Q 0 -OR THREE YEARS.USE-XPER ENCED INSTALLERS W M NIMUM HREE YEARS INS AL ING SAID PRODUCT. TOUCH-UPPAINT.•IMMED ATELY AFTER EREC-ON.CLEAN=ELD WELDS,BOL TcD C 9 -CONNECTIONS AND ABRADED 8 READY FOR PANT. THE STC RATED ASSEMBLY AND ALA DISSIM LAIR SURFACES AND ALSO BETWEEN THE ASSEMBLE AND SIMILAR () - DEL VER,HANDL STORE,AND INSTALL`^ATZ RIAS IN ACCORDANCE WITH MANUFACTURERS INSTRUC-ONUS AREAS OF THE SHOP PAINT.APPLY PANT-0 EXPOSED AREAS WITH THE SAME MATERIA-AS USED=0R SHOP 7 ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOST ON THREE TAB,CONFORM NG TO U.L CLASS A ACCESSORLU.F BERGLASS MESH JOINT RE NFORCEMENT GALVANIZED STEEL CORNER BEADS,VINYL"J' SURFACES WHERE PERIMETER RELIEF S REG-RED. Ht SPACING AND NUMBER OF MECHANICAL-ASTENERS IS v V) PA NTING JSE GALVANIZING REPA R PA NT-0 CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND-0 COVER FIRE RES STANCE.J.L.WIND RESISTANCE ASTM 03462 5 ASTM D30 8 T"PE I W TH A`'IN.30 YEAR MAN-- CHANNEL,CAS NG BEADS.CONTROL.,0 N S,-TC AS NtED-D ALSO OF GREAT MPORTANCE N ACHIEV NG A L ST ED STC OR IC RATING. LL O 0 4 ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRAC- AND PROTECT FIELD WELDS N,GALVAN ZED MEMBERS. WARRANTY CCLOR AS SELECTED BY ARCHITEC`.SH NGLES SHALL BE INSTALLED PER MANLFACTURERS CERAMIC TILE.CERAMIC I ILE•MARBLE T LE 8 ACCESSOR ES COMP.YING W Tr'TILE COUNC L OF NOR H AERICA INSTRUCTIONS.PR OR TO NS`ALLING SHNG ES.INSTALL GRAC='ICE 8 WATER SHIE:D'OR APPROVED EQUAL INC N COLORS AND PATTERNS SELECTED BY THE OWNER=ROM STANDARD COLORS AND PATTERNS OF THE u } " DOCUMEN-S SEAL BE THE LATEST EDITION QUALiTYCONTROL: NEPECTION OF F ELD WELDS SHALL BE IN ACCORDANCE WITH AW5'STRUCTURAL WELD NG 8 PERIMETER SEALS IN WALL ASSEMBLIES.IN ORDER-0 BE EFFECT VE-OR THE LIFE OF-HE BUILDING.SEALANTS LU } SELr-ADHERED,RUBBERIZED ASPHAL"SHEET UNDERLAYMENT A ALL RIDGES,EAVES RAKES,VALLEYS,H PS. APPROVED MANUFACTURER.MANUFACTURER-0 BE AMrR CAN GLEAN FOR CERAMIC TILE AND MARBLE TECHNICS CODE INSPECT ON OF F ELD ASSEMBLED BCLTED CONNEC IONS SHALL BE N ACCORDANCE W TH SECTION 6.A15C MUST BE RES L EN"AND NOW ARDENING.STANDARD WEA`HrR CAULKING S UNSATISFACTOR`✓AS AN O -HEROOF'0-WALL NTERSEC T ONS,AROUND ALL ROOF PROJECT CNS,AND ENTIRE ROOFS THAT ARE FLATTER LTD FOR MARBLE TILE OR=QUAL NSTALL IN COMPLIANCE W TH PERT VENT RECOMMENDATIONS CONTAINED IN Z CL N 5 ENG CONTRACTOR SNAIL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL OF'E ARCH =CT -HAN A 3:12 SLOPE DIRECTLY TO ROOF SHEATH NG NSTALL ICE 8 WATER SHIELD'=ROM THE EDGE OF TI-E 4E 2008 LE COUNCIL OF AMERICA HANDBOOK FOR C-RAMIC f_E INSTALLA ON'AND MANUFACTURERS ACOUSTICAL SEALANT S NCE IT TENDS TO HARDEN OVER T ME.PLACEMENT OF THE SEALANT IS CR TICAL. THE O V) Z LL- ENGINEER. ROUGH CARPENTRY RCOF TO MIN MUM 24 NSIDE THE EXTER OR WAL NE INSTALL PER MANUF INSTRUCT DNS 'URPOSE OF'H"SEAL IS-0 PROVIDE A RESILIENT CLOSURE BETWEEN ONE SID=OF AN ASSEMBLY AND THE ALL WOODS AND WOOD CONSTRUCT CN SHALL COMPLY WITH SPECIE CATIONS AND CODE MODIF CAT ONS AS INSTALI.AT ON INSTRUC�DNS.ALL WALL 8 C"(LING TIL '0 BE INSTAL-D ONYz'REIN CEMENTITIOUS BOARD �- SPEC FIED HEREIN. HARDWOODFL.00R:PRE-FINISHED AND NSTALLED PFR MANUFACTURERS NSTRUCTIONS.MATERIAL TO BE T8G .PER,WH CH REDUCES THE POTENTIAL FOR-ANKING NOISE iRANSMISSIGN. E PREFERRED PROCEDURE S a-- 6 CONTRAC'OR SHALL PROVIDE.'AY OR AND MAIN'A N,BUT NO'BE I_MITED TO,fH OL OWING SERV C 5 8. WALL S DING SNAIL_BE HORIZONTAL'HARD E FLAN R'JiP SIDING W TH 5►'r'EXPOSURE.COLOR AND 1 YPE SHALE 1'x2 OR AS SELECTED 3Y OWNER. TO INSTAL_THE GYPSUM WALL BOARD WITH A M NIMUM/, GAP BETWEEN TEE ADJACENT CE L NG GYPSUM.PANEL U J A. AMER CAN INST TUTE OF T MBER CONSTRUCT ON STANDARDS MANUAL Lij DURING CONSTRUCTION POWER.METER NG,TELEPHONE,FAX,CONSTRUCT ON EQU PMENT,DEWATERING AND B. NATIONAL-CREST PRODUCTS ASSOCIATION:NAT ONAL DES GN SPEC F CA-ONS FOR WOOD CONSTRUCT ON BE SE-FCTED BY ARCHI'tC- INS-ALL OVER 5#BU LD NG-APER OR TYVEK HOUSEWRAP NSTALL PER V/NYL SHEET FLOOR:COMPL ES WITH FFDERAL STANDARD:FS L-L75,TYPE I.GRADE W.'h CKNESS 080, AND ALSO AT THE SURF OCR SEALANT SHOL.LD BE APP IED-0 FI L THE PERIMETER GAP BETWEEN THE V) Q � PUMP NG,HEAT NG LIGHT NG AND ACCESS CONTRACTOR S ALL PROVO..BUT NOT BE MITED TO THE C. SOUTHERN PINE INSP CTION BLR_AU:STANDARD GRAD NG RULES FOR SOUTHERN P NE LJMB R MANUFACTURERS NSTRUCTIONS SHEE WIDTH 6-0' INS ALLIED PER MANUFACTURERS NSTRUCTIONS.MAI ERIAL 0 BE T6G'x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SLRROLA:D NG=LOOR.WALL AND CEILING COMPONENTS.CAULKING SHOULD NOT Q FOLLOWING SECLR TY AND PROTEC ION:FIRE EXT NGUISHERS BU D NG r-NCLOSU'RE AND OCK-UP o. TRUSS PLATE INSTITUTE:DESIGN SPEC FICATIONS-OR LIGHT METAL P-A`E CONNEC ED WOOD BUSSES BY OWNER BE PLACED BENIEAT"THE SILL PLA E OR RUNNER TRACK OF A WALL ASSEMBLY. ENVIRONIMENTAL.PROTECTION,PEST CONTROL SNOW AND CE REMOVAL CONTRACTOR SHALL PROV DE 'JP'-74)• 9. INSTALL WATERPROOF NG 8 PROTECT ON BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE REMIJENT FLOOR:INSTALLED PER MANUFACTJRERS NS-RUCTIONS.AS SELECTED BY OWNER. SANI ARY-ACIL T ES,DRINK ING WA ER,CLEANING AND RUBBISH DISPOSAL E. AMER CAN PLYWOOD ASSOCIAT ON GUIDE-0 PLYWOOD FOR FLOORS,PLYWOOD SHEATH NG=0R WALLS AND FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB ASTM D-5385 CARPET FLOOR: NS-AALED PER MANUFACTURERS INS-RUC-GINS AS SELECTED BY OWNER 9 NSULA'ON INDICATED TO BE PROV DED N A WAL_ASSEMBLY SHALL BE THE SAME DEP H AS HE WALL STUD ROOFS INS AL ON:Y AFTER A SUBSTRA-E AND PENETRATION WORK S COMPLE-,FOR CONTINUOUS SEAL. PAINT.•INSTAL=.7.PER MANUFAC URERS NSTRUC IONS.AL -X ER OR AND NTER OR SURFACES SHAL RECEIVE ,[ F AMER CAN WOOD PRESERVERS ASSOCIATION S-ANDARDS INS ALL PER MANUFAC T'URERS INSTRUC ONS. -RATING UNLESS OTHERW SE REOU RED BY CODE,REGULAR UN-FACED GLASS FIBER OR MINERAL WOOL 7 CONTRACTOR SHALL PROVIDE THE FOLLOWING,PR OR TO SUBS AN AL COMPLETION:PUNC L ST. (1)PRIMER COAT AND(2)FIN SH COATS.EXCEPT COLOR COORDINA-ED FACTORY F NISH SURFACES.TOP 5 BOTTOM " OF AL_DOORS'0 3E PAINTED ALL PAINT SURFACES SHALL BE C EAN PR OR TO PA NTING.APPLICA ION MAY BE VSILA ON IS ACCEPTABLE DO NOT OVERSTAFF HE NSlL4T ON,AS THIS WILL REDUCE THE ACOUS(CAL O SUPPORTING DOCUMENTATION.WARRANTIES CEIR-F CATIONS,OCCUPANCY PERMIT,START-UP AND TESTING OF 2. AL_STRUCTURAL-UMBER SHALL BE S AAPED N ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER 10. SING_E PLY EPDM MEMBRANE ROOT NG,60 MILS-HICK,-ILLY ADHERED,SURE-SEAL DES GN A.BY CARL SL OR BY BRLISH,ROLLER OR BY SPRAY IF PA NT S FORMUAL-ED=OR SPRAY APPLICA-ION INTER OR PA NT SHAL_9E -ERFORMANCE OF THE ASSEMBLY. 0 BUILDING SYSTEMS.C ANGE OV=R OF CCKS AND RELEASE OF IENS CONTRACTOR S AL PROV DE T E CONS'RLC-DNS'CONS RUCTION MANUAL APPROVED EQUAL. INSTAL'PER MANUFACTURERS!NSTRUCTIONS. M.A 3 OR APPROVED EQUAL.READY-MIXED PA NT SHALL NOT BE TH NNED,EXCEPT AS PERM TIED N THE FOLLOWING,PRIOR"0 F NAL ACCEPTANCE =NA_PAYMENT REQUEST W TH SUPPORT NG AFFIDAVITS AND APPL CAT ON INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAINT MANUFACTURER FOR 0 RES L ENT METAL COMPONENTS.RESILIENT CHANNELS SHALL BE D ETRiCH RC DELUXE RCSD RES LIEN T COMPLE'ED UNCr(L ST 3 ENG VEERED UMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM LV AND PAFRALI AM PSL PRODUCTS II FLEX BL-,00%WATER-BLOWN,OPEN 8 CLOSED C- POLYISOCYANA-E SPRAY FOAM NSULATION.F BERGLASS o c CHANNE S POSSESS A SPRING ACT ON TO DECOUPLE AND ISOLATE THE COMPONENTS TH Y CONNECT,MILE 3 BY WEYERHAUSER.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBMT TUTED PROVIDED ALLOWABLE PROPER.LINT AND PR MER i0 BE USED ON CELLULAR PVC.ALL NAIL HOLES 8 ROUGH.WISHED WOOD TO BE FIL ED SITE WORK STRESSES AND SECTION PROPERTIES ME=T OR EXCEED THOSE P40DUC�S INDICATED BAIT NSLLAT ON,DEPTH DETERMINED BY STAR OR JOIST.INSTALL..UST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLY NG PR MER OR PO M RTHANE IGHTLY SAND BETWEEN COATS PROVIDING T-E STRENGTH'0 FIRMLY S1 PPCRT THESE COMPONENTS.A CONCERN N'HE INSTALLATION OF n` ROUGH ELECTR CAL AND PLUMBING.INTER OR WALLS REOU RING SPRAY FOAM WIL.NEED ONE S OE TO-AVE F r x VJ SPECLALT/ES:RTC EN ACCESSORIES,BATH ACCESSORIES.=REPLACE ARDWARE 8 MISC.ITEMS PER OWNERS GYPSUM WAIL_BOARD ON RES LIEN?CHANNELS S THE LENGTH OF THE FASTENER AND THE PLACEMENT OF TH PERFORM ALL WORK IN TH S SECT ION IN CONFORMANCE W'h THE FINAL SOI S COMPACT ON,GECLOGICA 4 DES GN.FABRICA-ON AND NISTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BEN GYPSUM BOARD INSTALLED OR OR-0 SPRAY NG INSTALL THE FOLLOWING PER MANUFACTURERS INSTRUCT DNS: SCHEDULE AND SPECIFICATIONS.ALL ITEMS TO BE INSTALLED PER MANIFACTURERS NSTRUCTIONS. -ASTtNER f'F FASTENER SHOULD NO'EXTEND NTO THE STUD OR JO ST,THUS SHORT NG OUT T E Z REPORTS AND APPROVED SITE GRAD ING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT N T-E ACCORDANC WITH THE OL,OWING STANDARDS AND SPECIF CAT ONS- E"FRIORWAIJ4 R 21 OPEN CELL SPRAY-OAM RES L ZNCY OF THE SYSTEM.AN EFFECT VE NSTALLATION-ECHN QUE S TO PLACE SCREWS ONLY BETWEEN ABSENCE OF THE NECESSARY SUBSURFACE SURVEY-HE CONTRACTOR SHA L HIRE A ICENJSED SOILS SUPPLEMENT TO ENGINEER NG BULLET N#SE 266.DATED L 19 bD OF A S DIVISION FHA 14 6 ROOFS,EXPfuF�CE/LINC:�CANTLLEVERS,OVERHANIbS:R-38 OPEN Cc 'X'SPRAY FOAM w/GVITION THERMAL SEALING GUIDELINES STIRS OR�0 STS THE CHANNE_MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND'Hl1S A M NIMU7/, ENGINEER 0 NVEST GA'"E THE SITE AND SUBM T A REPORT OF TH S WORK TO THE ARCH TECT.IF A 8. NTERNATIONAL CONFERENCE OF BUILD NG OF=C ALS REPORT#7414.5,DATED 9-,6-86 BARR ER. I THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO_IMIT A R NFILTRATION THE SEALING CLEARANCE c v C DES GIN SPEC FICATIONS=OR L GHT METAL PLATE CONNECTED WOOD TRUSSES.T 0 I.-0 BAND JOISTS:R-21 OPEN CELL SPRAY FOAM C_ORANGE BE i WEEN IT AND THE ADJACENT ASSEMBL IS REQU RED.'riE RESILIEN'CHANNEL SHALL BE _ O DISCREPANCY FROM THE PRESUMED SOIL SEARING CAPAC Tr EXISTS CONTRACTOR SHALL NOT PJ+CE RIMJOLS7S R 38 C OSED CEL SPRAY=DAM. ME-HODS 3E WEEN D SS MILAR MA ER AILS SHAL AL OW FOR DIFFERENTIAL cXPANS ON AND CONTRACT ON. INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCT ONS FOUNDATIONS W T OMIT WR-"EN INSTRUCT DNS FROM THE ARCH(I CT,'-NGINEER. � O 5 FOR TTR1.15,S CHORD AND WEB MEMBERS,PROVIDE DIMENSION LIMBER OF MN SPEC ES,GRACED VISIlALLM OR GARAGECPJL/NG:R-00 OPEN CELL SPRAY FOAM � `^ MECHANICALLY,AND CAPABLE OF SUPPOR-ING REQU W', DADS WITHOUT_XC EDING AL OWABLE DES GN pAR7YSEPARA7TONWALL 3Yz'FIBERGLASS BATT A TENANT ON ? OPEN NGS AND PENETRATIONS N THE BU LD NG-NVELOPE SHALL BE SEALED W T-CAULKING MA"tRIALS OR PIPES AND ELECTR CAL CON OU S SHALL BE CONCEN'R CALLY LACED W i•N THE WAL_AND FLOOR/CEIL NG - " O 2 PRESUMP T VE SOIL BEAR NG CAPACITY IS 2000 PSF ON uND STUBBED SO AL CONCRETE FOOTINGS SHAL VALUES ACCORDING TO AFBPA S NA-ZONAL DES GN SPECIFICATIONS FOR WOOD CONS RUCTION'AND ITS FLRESMP.ROCK VV0OL OR THERMA FIBER TO ACHIEVE RATING CLOSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND_OCATIONS ASSEMBLIES,UNLESS OTHERW SE REOU RED PER F RE AND OT ER CODES Q BEAR ON UNDISTURBED "SUPPLEMENT".SOIL OR ENGINEERED FILL BOTTOMS OF COOT NGS SHALL BE 3'-6 BELOW=NISH "SUPPLEMENT". L-• CARAGESEPAR477ONWAL R-2 FIBERGLASS BATT JOINTS AND SEAMS SHALL BE SEALED N T E SAME MANNER OR TAPED OR COVERED W T A MO S-URE GRADE(MIN.) VAPOR�ERMF1lBLE WRAPP NG MA-ER AL.SEALING MAT=RILLS SPAWN NG JOINTS BETWEEN CLDN&TRUC-ON c c ` a) 6. FOR DESIGN LOADS REFER TO STRUCTURAL DRAW NGS UNF7NISHED/FLNLSHEDBASEMENTSEPARATIONWALL:R 15 FIBERGLASS BAT? 12.REFER TO OTHER DRAWINGS.DETA LS AND SPECIFICATIONS FOR ADD TIONAL NFORMA-ON PER-A NING TO WALL _ UNtRVLSEE DBASEMEM'CEMING.•R-30 FIBERGLASS BATT MATERIALS SHAL AL OW FOR EXPANSION AND CONTRACT ON OF THE CONSTRUCT ON MATER AILS. AND FLOOR/CEILING ASSEMBLES. rz 3 NO=XCAVATIONS SHALL BE MADE WHOSE DEPTH BE.OW THE'OOTING IS GREATER THAN HALF-HE 7 UNLESS 0 MERW SE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DES GNED BY FEM]EEDBASEMENTCEff"G.R-30 OPEN CELL SPRAY FOAM x fl� Lo HORIZONTAL D STANCE FROM THE NEAREST=DGE OF HE-COT NG. A REGISTERED PROFESSIONA_-_NGINEER EMPLOYED BY THE TRUSS FA13R CATOR TO CARRY-HE LOADS FINUMDPERIME7ER 84SFMENT WALL:R-4 CLOSED CE L SPRAY CAM 3 OUTDOOR AIR INTAKE AND EXHAUST OPEN NGS NTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 3 THE FOLLOW NG ITEMS SHAL BE CAULKED.GASKETED,OR 0 -RWISE ACOIS-CAL Y RENTED.WhtRE ^' INDICATED ON DRAW NGS W TH N.PARAMETERS LISTED MUDSILL FOAM SILL SEALER BETWEEN ALL EXTERIOR WAIL_MU)SIL_S AND CONCRE E FOUNDA?ION WAIL. WI"H NOT LESS THAN A CLASS MOTOR ZED,LEAKAGE RATED DAMPER W TH A MAXIMUM LEAKAGE RATE OF 4 OCCURR NG AT DWELLING UNIT SEPARATION WALLS,CORR DOR WALLS AND FLOOR/CE L NG ASSEMB-IES. : Z /� `v 4 ALL BACKFILL AT STRUCTURES,SLABS,STEPS AND PAVEMENTS SHAL_BE CLEAR GRANULAR FILL PLACE N DOORSAND WINDOWS:CONTINUOUS,_OW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT T:' C'M PER SQUARE FOOT WHEN TESTED IN ACCORDANCE W TH AMCA 50CD GRAV TY DAMPERS ARE PERMITTED - VJ 8. SHOP DRAW NGS SIGNED AND SEALED BY A PROFESS ONAL ENG NEER REGISTERED N`HE STATE OF PROPOSED FRAMING NOTE:DO NOT FILL ENTIRE VOID.TO PREVENT FRAME DISTORT ON APPLY MINIMUM AMOUNT OF 8'LAYERS AND COMPACT TO 95%MAX MUM DRY DENSITY DETERMINED N ACCORDANCE WI'H ASTM D-1557 = TO BE USED_N BU LD NGS-LESS THAN THREE STORIES IN HEIG T ABOVE GRADE. S-AGGER 8 OVERLAP JO NTS N MULT-`LAYER GWB WALLS 8 CE_NGS = N BUILDING SITE SHALL BE KEP DRY SO THA EROSION NIL_NO OCCUR N THt-OIJrDAT10NS CONSTRUC-ON.SHAL BE SUBMITTED TO-E ARCH ECT FOR APPROVAL PRIOR`0 FABR CA ON SHOP FOAM REQUIRED TO AIR SEAL GAP. ``1 DRAWINGS SHALL INCLUDE-}-E FOL_OW NG TEMS: /�SEALAN-JOINT AT GWB TO SUBFLOOR 6 CEIL NG AT DWEL_ING UNIT SEPARATION WAL-S 0 r--- A.DRAFTED PLAN LAYOUTS IDENT FYING ALL TRUSSES. EST'Bl1LE DOORS THA'SEPARATE CONDIT OWED SPACE FROM T E EXTERIOR SHALL BE EQUIPPED WITH J 12 JO NT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PRODUCTS AND /4 SEALANT JOINT AT GWB TO SlBFL00R 8 CEIL NG GWB TO DOOR=RAKES AT CORK DOR WAIL S 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY.ROCK OR GRAVE_LARGER THAN 2'N e. CALCULA ONS FOR LOAD DETERM NATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERW SE) APPL.ICAT ONS INDICATED AND TO THE FOLLOWING SPECIF CAT CNS:ELASTOMERIC SEALANT ASTM C-926, SELF-CLOSING DEV CBS. FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORR DOR WALLS 8 SEAL AT BOTTOM OF DCOR ANY DIRECT ION.DEER S.ORGANIC MATERIAL.WASTE AND FROZEN MATERIALS PLACE N 2'LAYERS AND AND/OR POINT LOADS. SOLVENT-(RELEASE-CUR NG SEALANT:ASTM C-804.LATEX SEALANT-ASTM C-790.ACOUSTICAL SEALANT- ELECTRICAL PANE SHAL NOT BE LOCATED ON U ^,N T SEPARATION OR CORR DOR WA I S W COMPACT-O 90%MAX MUM DENSITY IN ACCORDANC=WI AS M D-55' 1 TRUSS CONFIGURATION DRAWING G VING STRESSES ON AL MEMBERS,REACTIONS AT SUPPORTS AND ASTM C-919 U.INCLUDE BACKER ROD AS NEEDED.SEALANT SHAL_PROVIDE PERMANENT,AIRT GHT, t RECESSED LUM NAiRES INS ALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO_IM T A R SEAL EXHAUST`VENTILATION DUCT JO NTS AND SEAMS WITH MASTIC STR-_SSES ON AL_MEMBERS NCLUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE -EAKAGE BETWEEN CONDIT ONED AND UNCONDITIONED SPACES.RECESSED_UMINAIRES SHALL BE C-RATED SEAL WIR NG PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS •- 6. AL.SLABS ON GRADE SHALL BEAR ON MECHANICAL Y COMPACTED CRUSHED STONE CAPABLE OF SUPPORT NG AND LABELED AS MEETING ASTM E 283 FOR AIR TIGHTNESS RECESSED LUMINAIRES SHAL_BE SEALED WITH 3000 PSF 9 HANGERS.FRAMING ANCHORS AND FASTENERS.PROVIDE AND INSTAL_STAMPED AND=ABRICATED STEEL OF DOORS AND WINDOWS SEAL E ECTRICAL'CABLE/PHONE BOXES-0 GWB WITH PUTTY PADS OR APPROVED-QUAL z A GASKET OR CAULK BETWEEN THE HOUSING AND N-ER OR WALL OR CEILING COVERING. a THE TYPE ND CATER AS REQU RED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC SEAL WIR NG INTO ELECTRICAL BOXES 8 RECESSED LIGHT HQ115 NG TO GWB I REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOIL OWS: PROV DE FIRE RES STANCE RATED COVER AROUND RECESSED LIG T NG OUS NG 115E NA LS SHAL BE' ,Y DRIVEN N AL HOLES N THE ANCHOR MANUFACTURER TO BE 51MPSON OR N BACKF'J_SHALL BE BRO.,GHT UP EQUALLY ON EACH SIDE OF WALLS DO NOT BACKF LL UNTIL WALLS HAVE APPROVED EQUAL CONFORM NG 0 THE REQUREMEd S INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. UNDERWRITERS LABORATOR ES,INC. BUILDING MATERIALS D RECTORY 6. THE FOLLOW NG SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN A R B. NAT ONAL FIRE PROTECTION ASSOCIAT ON:PAMPHLET#80 STANDARD FOR FIRE DOORS AND W NDOWS SEA-PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STJO WALLS CURED AND ARE PROPERLY BRACED ANCHORS SHALL BE GALVANIZED. BARR ER MATERIAL,SUITABLE FILM OR SOLID MATERIAL ROCK WOOL AND F BERGLASS BATT NSU-AT ON ARE c. NAT ORAL WOODWORK MANUFACTURERS ASSOC AT Oft I S.1078:WOOD FINISH DOORS SEAL PLUMBING PIP-PENETRATIONS THROUGH GWB 0 AL_HEADERS AT BEARING CONDITIONS SHALL BE S:ZED AS SHOWN ON DRAWINGS 0 AIR LEAKAGE-ASTM E283 NOT ACCEPTABLE AS AN A R BARR ER MATERIAL. PROV DE GYPSUM BASED UNDERLAYMENT BENEA--TL13S AND SHOWERS e M 8 REMOVE ALL EX STING=QUNDATION WALLS AND-DOT MI S PRIOR TO CONSTRUCTION OF NEW FOUNDAT ONS. E WA ER RESISTANCE:ASTM E33 SEAL TUB AND SHOWER DRA NS TO SUBFLOOR 8,SHOWER ENCLOSURE TO SUBFLOOR AND WALL `^_,' ALL•EADERS AT NOWSEARING CONDIT ONS SHAL_BE SIZED AS NO CATER N T-+E FOLLOWING TABLE,UJNLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MED THE AIR INF L RA ON STANDARDS OF THE 1972 A R SEAL THE FOLLOW NG LOCO"IONS BEFORE INSULATION: SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND r `�1 9 EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3-0 BEYOND NEW FOOTING L NE OTHERW SE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 W TH 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 JOIST PROV DE SEALANT AT F RE SPRINKLER HEAD ESCUTCHEONS TO GWB SO FT 8 SHALL BE CERTIFIED AND LABELED. SIBF OCR SHEATH NG TO RIM JOIST BETWEEN CONDIT ONED SPACES SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR z 0 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SO L EROS ON OF STEEP BANKS DURING OPENING S ZE HEADER SIZE 3. GLAZING IN DOORS AND WINDOWS SHALL BE MPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. SUBFLOOR SHEATH NG T&G AND SQUARE EDGE JO NTS lP TO 4'0' (2)2x6 SEAL RECESSED HEATERS(PTACS)TO GWB CONSTRICTION.WHEN NEW CONSTRUCT ON IS COMPLETE.THE GENERAL CONTRACTOR SHAL IREGRAI)E 4. EGRESS WINDOWS ON SECOND FLOOR MA Fp'_IMITING DE: S THAT HAVE RELEASE IMECH:NIS IS PARTIT ON WALL STUDS AT EXTERIOR WALL INTERSECTIONS INSULATE DUCTWORK LOCATED W THIN FLOOR/CE LING ASSEMBLIES DISTURBED BANK AREAS BACK TO NA-_RAL STATE AND REPLANT SUABLE VEGETAT ON TO PREVIEW 4'-0' 0 6'-0' (2)2x8 TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES - FR06ON 6-0'TO 9'-0' (2)2x10 5 BU'LOING ENVELOPE FENESTRA'ION MAXIMUM lJ-FACTOR 8 SHGC REQUIREMENTS: SEAL HVAC AND VENTILATION GRILLES,INLE'S AND DIFFUSERS`0 GW8 DROPPED CEILINGS,SOFF TS AND CHASES SEAL K TCHEN AND BATH EXHAUST CAN OUS NG TO GWB 2 PROV DE MEMBER UNDER ALL NTER OR PART-DNS RUNNING'ARAL TO-RATING.PROVIDE SO 0 BLOCKING FIXED FENESTRATION U-FACTOR:0 38,OPERABLE FENESTRATION U-FACTOR:0.45,ENTRANCE DOORS ATTIC KNEEWAL S ANDOIST CAVITI NDR ATIC JOIST UNDER KNEEWALLS FURN SH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN PRO T ECT LANDSCAPE ITEMS,THAT UNDER ALL POINT LOADS AND COLUMNS. UfACTOR:0.77 SHGC PF <PF<0.5-0.4<0 2-0.40.SHGC 0.2 8 SHGC PF>0.5-0.64 TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRA NS TO SUBFLOOR SEAL CLOTHES WASHER VALVE/DRAIN BOX 8 DRYER EXHAUST 30X SEALED TO GWB x SKYL GHTS•U-FACTOR 0 50 8 SHGC 0.40 SEAL BU T IN CAB NETS TO GWB ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETAT ON FROM THE AREA ON MASONRY FIREPLACE TO SUBFLOOR FASTEN CE L NG MOLDING TO WALL ONLY PROV DE SEALANT JO NT AT CE LING ,. 3 FURNISH AND INSTALL THE FOLLOWING: 6. CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER MARV N SPECIE CAT DNS,WOOD-ULTREX Y THE S TE PLAN WHERE E BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED SCRAPE ELECTRICAL SERVICE PANEL ON EXTER OR WALL OR TENANT SEPARATION WALLS AND STOCKP E ALL TOPSO TAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCT ON AND STORE ON S TE INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DATED 5-22-7 INTEGR TY OUTSWING FRENCH DOOR FASTEN WALL BASE MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT FLOOR t • LICHTFR4MLNGLUMBER:ALL TOP AND BOTTOM PL A'ES,WAL_S'.AS SHALL BE DOUG FIR LARCH STUD GRADE WOOD-ULTREX SER ES NSTALLATION INSTRUCT CNS DATED 7-25-17 WINDOW ROUGH OPENING PREP 6 FLASH NG HVAC DUCT JO NTS AND SEAMS SEALED WITH MASTIC 8 REGISTER BOOTS SEALED TO SUBFLOOR PROV DE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE : N APPROVED_OCAT ON OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM-R NO.2 OR BETTER FNISHED 4 SIDES,19%MAXIMUM METHOD A I MEMBRANE DRAINAGE SYSTEM DATED 2 22 4 EXHAUST VENT LATION DUCT JOINTS AND SEAMS SEALED WITH MASTIC MOISTURE CONTENT,2 NOM NAL N-�4 CKNESS AND 4'NOM'NAL(OR GRATER)N W-)TH COMPLY W T­INDUSTRY 7 FURN SH AND INSTALL THE FOLLOWING: WIRING 8 PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATER AILS:115E A COMB NATION OF THE FOLLOWING ` 2 FURN SH AND INSTALL,IN AL_AREAS D'STURBE_`BY CONSTRUCTION ACTIV'ES AND ANY AREAS INDICATED ON STANDARDS,AITC 105. WIRING NTO ELECTRICAL BOXES SOUND CONTROL CAULK-SEALS GAPS LESS TTIO Nz WIDE _ THE S TE PLAN,4 CLEAN LOAM AND GRASS SEED.COORDINATE W TH ALL OTHER SITE WORK 7RE4TEDLUMBER•SOUTHERN YEL OW PINE,#1 GRADE WI'H PRESSURE PRESERVAT VE. 0 BE USED FOR ALL PRF-HUVGINTF_RiORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT SPRAY FOAM-F LLS LARGE GAPS AND SMALL HOLES EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND BE USED FOR EXT.WD. STANDARD ANS/AHA 35.4-982 AND NWWDAI.1-86,SEC 3.73(B).MANUFACTURER MASONITE CORP.OR ARCHITECT A R SEAM.THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION BACKER ROD CLOSED CE.- FOAM OR ROPE CAULK PRESSES INTO NAPS ;- 3 FURN SH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOT NG. DECK SLEEPERS SLAB FLOOR SLEEPERS AM EXT WALL AIDS LLS APPROVED EQUAL S ZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCH TECT AND/OR y'SEALANT AT GWB TO SUBFLOOR A-EXT WALLS AND TENANT SEPARA-ON WALES SURROUND PIPE WITH CRUSHED S ONE AND F L'ER FABRIC AND AL OW FOR PROPER NS ALLATION W TH BLOCIQNGAND WAILERS:DOUG FIR LARCH STIR GRACE OR BETTER.PROVIDE B.OCKING FOR ALL FUTURE pyyNpR F7RE RATED:FURNISH AND INSTALL AT GARAGE TO Ol1SE DOORS TO ACH EVE 20 MIN F RE RATING: GASKETS-NEOPRENE,RUBBER,=DAM MOUNTED TEAS,SUCH AS,CASEWORK,SHELV NG,HANDRAILS.RA LINGS,BATHROOM ACCESSOR ES.PROVIDE DOOR FRAMES 8 WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS ACOUST CAL SOUND MAT MEMBRANE ADJACENT DRAINAGE MAT WATERPROOF NG ON FOUNDATION WALL.FURN SH AND INSTALL DRAIN P PE. INC-UDE GASKETS,--RESHOLDS,ETC.FOR UL TESTED ASSEMBLY DOORS SHALL SELF-CLOSE. F RE-BLOCK NG AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB Y CLEANOUTS,ETC.AS NECESSARY 6 DRAIN SYSTEM BY GRAV TY AS SHOWN ON C V L DRAWINGS BX7EMORDOOM MANUFACTURER MARVIN INTEGRITY WOOD-ULTREX,SHALL HAVE INTER OR FACTORY-PR MED GYPSUM BASF UNDERLAYMENT AT WOOD SLBFLOORS `li PLYWOODSUBtZOOR:APA RATED 34'ADVANTEK,TONGUE AND GROOVE.GLE 8 NA L.ACHES VES CONFORMING UF ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR WOOD WITH F ELD-APPL ED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERICR PAINT FIN SH.PROV DE 8 SOUND CONTROL MA"BENEATH HARD FLOOR SURFACES N-H PERFORMANCE SPEC FICATION AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STAIRS SEALED WITH WEAT ERSTRIPP NG ON COVER ROOFSHE4T RUM APA RATED%'EXTERIOR GRADE.PROVIDE PANEL CLIPS AT M D SPAN FOR SPANS GREATER INSTAL COIRROS ON RESISTANT HARDWARE SUITABLE FOR COASTAL-NV RONMENT SA T WATER SPRAY VER FY RESILIENT CHANNELS D ETRICH RC DELUXE RCSD a WITH OWNER/ARC ITECT FOR SE;C ON 8 F NISH OF ARDWARE 6 DOOR ALUM NUM PAIN COLOR PRIOR 0 RECESSED L GHT HOUSING TO GWB SOUND SOLATION CL PS USED WITH METAL FURRING CHANNELS 3-2 THAN 24'o c RECESSED WALL HEATERS(PTACS)SEALED TO GWB Z. WALL SHL47HLNG.APA RATEDyz CDX PLYWOOD OR�6 OR ENTED STRAND BOARD(OSB) ORDERING. VERIFY ACTIVE PANE SON DOUBLE SW NG DOORS,PRIOR TO ORDERING PROV DE SHOP DRAWINGS TO GYPSUM WALL BOARD(GWB) ARCH TECT,FOR REV EW. NAC GR LLE AND DIFFUSER AND VENTILATION GRILLES AND N E'S TO GWB V BRAT ON ISOLA ON DEVICES t FLI 313.17 G 312.4: G311.25 G311.83 O FL1 307.67 G 306.92 G 306.33 O FL l'29 7,17 FLi 301.67 G 300.9'' ' Q Q C l .67 G�206•�^ G 300.33 FLI^_ G^99.75 Q C2 SIGNAGE FLI 291 67 W//Oo FLI 294 G 293.3" Q C l XI- SALES P4RKIN t W/oQ O Q C 1 C2 /q X2-SALES PARKING G^90.9^ X3-SALES OAPKING-4 Q Q DR C2 A CLUSTER Vq XL-SALES PARK NG+- X5-SALESPARKING+- Q BR ER pence X6-DO NOT E c ENTER Z Z�++ .y o c X7-DO NOT c -cam BR W 0°� R o o� D L s CLUSTER Y 3 SUCKL LANE n mWW a� No E 1 AA HONEY gate YLO ��- CLUSTER c„ p O R CC CLUSTER BB Z R U U ; CLUSTE O z 09 ^- 8 gate to oe ! Q ocked at all n BL 7 times s m c i J Z L FLI 312.I; cno;nlink fence 18' FLI^_94.6: O p p c O YR O G 311.42 n gate Q 27 O G 293.33 D f� D 3 C c c MCI t0 FLI 293.67 80 BR A � i3 O v t7 VV/O 7 r C2 Z N ZL 79 =L1 311.1' G 29''.9= go - m Z R G 310.42 � D A c _ 81 G_0=1.33 305.92O G /�~ C2 , N D 9 p r cn m FL1294.67 pR A ➢ m rn A m NFYL0)FLI31o.I7 C) �� FLi_'95.0, 1 306.67a r C l O J JO.i.', m G 309.12 by/Q O !8 �' 305.92 �' ➢ Z R G 293.92 8" O c A G^_04.33 _ � Z 'c rn Z rn cnoinlink ten c c rn Z 305 Z C1 Z FL 1 295.67 DR p ➢ 8� O r n O vv/G O 16 O Z t04.42 dote VI Y R Z 86 1� N C2 ,�"o 0 note: cn G4_ -L 1 305.1 maintain entire length of w G O C 1 n G 304.42 i:,ernationc:l,7ri�e tree FLI 296.17 BL A BL Q c A Iron,dirt�debris et all 0y vv/O 4 A N � Times ,� e G 295.4^ A A i >303.83 ^Ge o�\��a2*\\o� z Q O C l O ::o,e. �o` `Gz 00 Q O c Q © 410 r�cSP=.�SIt tG Q,•` ��p�� C J (� ;inns on all Cates ea o` �� .� Q DR C2 `ems °' NorE N -Lib'JlOJ !- C2 O sales :F 306.50 yp 5 es`ae ��13 FOR DIAGRAMMATIC?(JPP,DSEz � _���•, parking GSF ,� oc5 '.:NLY. REFER r-)C1%11L - DRAWINGS`)R ALL RELATED V) } (1 r1 O r SITE'+NOP! -I O G A Gs� /-directional Q �o ;onst.sign. LEGEND: U FLI"08 BL G m° o A- "A"UNIT ZD V) O io c C 1 Q Q B L •p X 1 BP-'5?IGH T"UNI F F_ 0 G 20 O BL-'B LEFT'UNIT U +-- i cr CI- 'C-"UNI F.MASTER UP LU ♦' Q r C2-'C"I)NI T.'-IAS T EP DOWN F- 0 9 DP-'D RIGHT"UNIT O = Z L.L_ DL-"D LEFT"UNIT i:_- G F YP- :RIGHT"UNIT C U Q DR C 1 lGsi YL-'Y LE' UNIT -- �L'2.8 C2 O F�G G O �02 ZL- LEFT FL 303.17 �: ZR-'Z RIGHT"UNIT N Q d W/o Q 4 . ..UNIT w <t 4 A C �� Ablo-'.NALKOUT � O �^ G G lGr =!1 3C12.1 7 - t O C l G 300.83 C 2 A IGJ,A �� G_ca. i- Q c� Q ✓� 1i CI O © tiQ 0 C 1 FLI jO12467 totar O A 300.8 el GtF I ga. }- O @ L� P 9 O emergency FLI 297.i' Gfl construction 3 vv;C Z Q C 1 ��B �� traffic only& `stogy G 295.83 C2 �' 0 F ock ed c;all O C2 O A BL times Z y ^ICr-k i, 2 Q G 302.:- Q Q -300.9^_ G=-95.83 �' A FLi 303.i C 2 � - O O G�,x, Q C l _i 301.67 G� C 1 3 3G0.92 O o(50 �'i- G 30_•1 Q • anti-'racking Q C l A G 300.33 V a0 42 ood C1, VJ G 301.9_ O cl� ' ,a• �' pos/$soil fOn O �� CIO I� � LZ `+ C 1 Q C@ FL 1 302.67 3 N G 301.33 C2 • black top 288 83 Q A : Cate`or construction C 1 O G`1pg•a2 FLI^_88.07 Q entronce s e..ii to be Q v 26Y.83 -t _J ^J/O C2 q- unlocked 3 open during FLI^9t.67 CI G 287 02 construction activity only. i 3 A O 290.92 FL 1 299.1 7 at all other tin°es it s gate 15 G'298.12 Q must be closed&locked C 1 A • O ED L `�lF��-�. G 29I.sd �f � t t BL FLI^93.i7 cn G J DPP / O 91.83 C l Q • C'7 297.42 FLI 294.57 .� A C2 black fop C 1 Q G 293.92 0 O n 9 � P l Rii A O O blacktop,--' =2'97 83 N G_$.a� R,M C lO Nil FLI 290.17 ROSE B � C2 i ! ( C 1 NJ/O C l q "ICISTe FLI 299.17 G 289.42 12 /(iSjFR JJ N F GG _ 18 G 297.83 01 G 288.83 C 1 OSIE,p EF O `��, G 298.42 A c�us- 1 0 DR O TFRy, C 1 O Q1 10 4 C 2 c4lis,ER FF 6 , FLi^_88.67 C'290"�' CLUSTER DID O C l Z IMM=fQ Q FLl 9907 W/o FLI 91.67 �,.,®.�. G G 298.92 G 287.9'' VVIU G 290.9^ G 290.92 R �,� D R El Q DL BR FLl2/o % A FL _93.6 G 298.a EE =-lill W/O , Q C2 G'O^92 FL 1 294.6, �i n "All "Cl"2 LEFT UNIT A UNIT RIGHT GW9 UNIT .2 A/C UNITS ON EGRE55 WELL GONG PAD Q DECK ABOVE 9'-4. w/STEPS r}----------- ---------1 A u ----_____-- _ ---__- -12"COLUMN j 10"GONG. COVERS i i= 10"GONG 1 w Z C � o aCDo 5 ; 5ON07UBE ; 5 ; ;m 50NOTUBE I L N= ;o FOOTING 1 >" ------ DRAtPL$;, ;�p FOOTING p W V ¢Oc 5,o " i 5-4�" 1 --- I'-4 w C I+ o= p o --------------f----------------r 1 0 n -----I -------- - ; o 4-1 Ij ---------------3tLl�cD19------------ BLUESTONE i - 1 a3 r---------------------------- 1 IL = SLAB ; I 1 r------------ L w'0 1�' 1 ; i ; c 3pF-,` 1 -1,-23/4„ L. 8,_Ig/4,. ; i i 3'-5Y" 1 ,1� D�CiI�, 1 r' ----------- --------------- 1 I - ----- ----------------------- G' I ------------3b�4 �t5s�^vF-------- i , - a ------------------f I ------------ i I f T t 1 I I (3)2Xb(TYP.) i I 1 i 5 2 i 2 2x4 STJD WALL,SEE 1 I DETAILS- FINISHED I FINISHED ' BASEMENT 2x4 51,JD BASEMENT ;n vVAL�,SEE - i Z DETAILS O I 1 w 1 I I to E I 2x4 STUD WALL, INSIDE 2x6 WALL ' I I I i; SEE NON-WALKOUT L,= 5'-IIBASEMENT FLOORPLAN FOR •,J° 1 NFORMAT ON IN i I O TH 5 AREA '1 ' z rh'"ruB 04 12"xl2"x4" ae� z } -DEPRESSION h I Q O 'N SLAB UNFINISHED: DBATH L, UTILITY 1 I m i EJECTOR PIT/- ELEC Imo,' O PUMP FOR PANELC m O O z I I I I i BATHROOM 1 i HOT Y I �6 u- cn +69, I o z Q LL ' I I AN 0 1 L--------� .. r------------------------------------------------ ' I r --------- -- 1 +b -------- N Q ui -------_i I I i I OUTLINE OF J1, 0ICL STUD WALLABOVE(TYPJ- I - ------ , 1 1 1 1 I I I 1 i I t I I L------- w - I Z I O w I t i w I i i STAIR I I I cn I I O I I I I I I 1 Z 1 4-v/2 I S o l I I I o UNEXCAVATED Z I i SEE NON-WALKOUT i I I I BASEMENT FLOOR i `� ' ' PLAN FOR n Xo I �La6'?N';R�[ i i ` 36'HIGH I O i1 INFORMATION N 1 i I i i GUARD/ UP THI5 AREA ; ; I ; a i ; ; HANDRAIL I = O I I I I -1O 5 1 0 �J 2x3 5r'UD AALL ii i i I I i I i i ®BASEMENT I 1 I I 1 I 1 1 i i i i i I I i I i i STAIR ONLY I I ------------------j 1 1 1 � l I _J n I I 1 I I � r- --------------I ------G---------- o z N 1 I 1 — (D e„ UNEXCAVATED I I I 1 I I 1 N 1 = i ( _ 0 r L------------------------------------------------i I 1 L----------- --- 1 -,Lab-N 4 1 d ------------------------------------------ ir ; -------- ----------------------------- ;BADE - ----------------------------- ---- 1 1 r--- I I, 1 I 1 I I I I r I _ � I 1 r I I r . , -J I `-------- I ' I ' 1 1 --------------- I'-II" - I'-16" ------ V) 20'-0 I e-0° —� 51, I 26-0' S„ r 2151-101, y N L 1 OZ + X Z J BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN !QQQ SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" I O 3 J • FLOOR AREA A UNIT BASEMENT 777 SO.FT. FIRST FLOOR 998 SO.FT. SECOND FLOOR 1,425 SQ.FT. TOTAL 3,200 SQ.FT. GARAGE: 439 SOFT. 0 2' 4' 8' VOLUME 28,023 CU.FT A/C UNITS ON 6UAR0RA:L w/ I COMPOSITE 3b H PVC O GONG.PADS` &ATE 56"H. ..3 0 DEGKIN6 GUARDRAIL + ABOVE GRADE by2 b_02.. __ ____ o ------ ------ --------------------ail ---------------- I i j � I'L------------------- I I ID I D.DECK OR S. I,IL-------------- �.i =� � 6' •3 0 I'' ;! BLUESTONE 12`GOLuMN I I i �3 0 LINE OF WALL BELOW j z z u+ v Q m O FLAT ROOF BELOWco 0 PAVER COVERS I+_�} I 28'-10 I I FLAT ROOF BELOW ALUM. 'K`GUTTER a_ a O ' G W U r •U'C -------- -------------- ----------- - - 0 I I I I I i li I i U�t 03 � 3660�! 3hhU r zha,• ROOF ABOVE I '-5Y2" 4'-5Y2 1 '-11Y�" b'-13/a.. �_� j, S 0 s 3 --------------------------------------------------- --------------------- I o (3)2X6(TYP.) 1 2`3 , taf,`ti i 36F� - 366�DI- 366L�t �p ' p~ Q 5-13/4„ ' - I I I I N _1 r"r FnF:i I ------------- I 36h4�� 3F61,;H 366L. 366" r I (3)2xb(TYP.) `LINE OF DINING 15.-4y2, 6 ".� MASTER WAL,-BELOW b I p`� C' 2 2 ROOM (3)2x6('YP.) I BATH +'O I ? � TILE ,NF �° EGRESS WINDOWS T/ co T LIMIT;N6 DEVICES THAT "� EG HAVE RELEASE 2"DEEP I OPTIONAL 56' --- I �p _ T MEGHAN15M5 TO ALLOW 9 B'-6Y2" w.PREFAB I r-- j - - --- -- 5OFF 1=OR EMERGENCY it I L__ I O ESCAPE(T'✓P.) I ' VENT FREE GAS F-=_- o SE�` �p I - - I _ 4 4 FIREPLACE I 1 I MASTER �31 r D i i 3I -- - I I I I 4'-4" ZX6 N- 'v_' . � I I BEDROOM I KITCHEN CH C 0 0 LIVING IL__ n WALK-IN I Eli ROOM I �+6. 2 I 22 2 CL 6. OPTIONAL .O O '' I SKYL 6HT I Z .0 0 .I I-- I I It I S\15�p s _ I ui I SHE _ ROUGH PLUMB,No1 k ONLY FOR SINK, 3-6" I n ALL MODELS I I i�� f I , i, OPTIONAL I I I� i m �� WALL a ;I I `/ I j —� I O I I DE' � j 3`-2" DOOR FOR I I , ^ , ? ^ 5- 3,_�'2" 3'- 8'-4" 4'-4y2" 3'-bY2, u, LAUNDRY II - ' CV I ENCLOSING I I I `\i j r- OPTIONAL `F :` I r 2xb STUD WALL, DEN i i i i 36"HIGH I EPDM F SK�'LfGH' c---��2 04 O +`O ------- -_ N5 DE 2x4 WALL �. I ,� 'w__ 36"2xb WALL I I MEMBRANE, .� CL +6� I j /��i S��� TPER FT SLOPE I Z _c �L n +'° f +6�' ---------- I I J O Q I O s 6 DEEP ye _ 3'- 2" _ in PANTRY ° SOFF'T b I =� HALL =n I -n I IZ t LAV �'in p6B. 3=:3HO'Z LINEN STAIRbw Itl I` I I U) MUDR M I O z +6 I I �Y 36 HIGH �'_3 I I I i -� - DN �p GUARD/ i �v� i i IV\, * ' I g HANDRAIL-- c"If I I I I ^� I I J 3'-3" y2' `o BATH +`0 - ��i I i I U- ciI 0 F \� PEN _ I O +6�• �� I' OPTIONAL - I I ,�/ OPTIONAL I�__`�i I O Q u- ABOVE w I I SKYLIGHT m BELOW '� I ! SKI'_GH/% LL SELF-CLOSING 20 - ----- "-' I ® , a a I �` j j \ j (�j J w / —� �-MIN.RATED DOOR - j 0 0 0 0 _ % \\ w u Q t f I I o V o K STAIR H E WALK-IN �.� N' 3- 2 j I CL � 50"x3O' WALK-*4 j - ATTIC I 1 �L 7 I `n \o+ T; ACCESS ' I � K _ j l j - � I ; • I j j T T j GARAGE WALLS a a6 ; CEILING TO HAVE 5%b' �v 6 I a TYPE"X"GYP.BOARD I';s 1G -n r 36 HIGH I 5-4, S-OJ'2' 2-V2° 4-2' b-7 3_42 d1 GARAGE m 6UARD/ UP I I W N n! HANDRAIL I I Z I FOYER r-------------------- b' O I I 14 I 4 Q 1, i 16 x 6"GRILLE i- BEDROOM#2 BEDROOM#3 WATER METER I I LINE OF I - CLOSET w/ to I o+J� ., ~;,- I EGRESS WINDOWS w/ EGRESS WINDOWS w/ BELOW WEATHER STR;PPED "'��'' I L_sMITING DEVICES LFMITIN&DEVICES DOOR a HEATER THAT HAVE RELEASE THAT HA`dE-REtl•ASE--- r (2)2x(o j I N±ECHAMSMS TO MEGHANI�MS TO + wti +6�• (r'P.J ALLOW FOR ALLOW FpR i I I N EMERGENCY ESCAPE—� EMERGENCY ESCAPE I I Z Q� C� F BLUEST ONE pl TERRACE 366L. z f I I C"l j -------------------------------------------�---- ------------------------ Al 0 - - ----------------------------------------- - --- -- 0' O 0 !i it J ry TRIM 'RIM - - I I I ' I I 'I W RESEMBLING RESEMSLINCG WALL i RA��Iv6 BELOW COLUMN GONERS COLUMN GONERS ABOVE p J (Np� L L-RAILING BELOW ZALUM."K"GUTTER -� 3'-5" I 'f'-O 7'-O" �'-O" 3'-5" I'-I lye" 6 �'-IIY2° Ib'-O" b-O' I'-II I * I D�S. (TYP.) �—LINE OF WALL BELOW N 28'-I O' —� 1 ► + 1 4 43 0 A3.0 ' t 2 SECOND FLOOR PLAN 3 ROOF PLAN N FIRST FLOOR PLAN y3 SCALE 1i4"=I'-0" SCALE I/4"=I'-0" SCALE 1/4"=1'-0" x FLOOR AREA"A"UNIT BASEMENT 777 SO.FT. FIRST FLOOR 998 SO.FT. ` SECOND FLOOR 1.425 SOFT. TOTAL 3.200 SO.FT. x GARAGE 439 SOFT. 0 2' 4' 8' VOLUME 28.023 CU.FT. x z z U O C P W� co 0 o W V f OCp W 0— py0 0 ~ r' 5 Q N V L N D V — O � J Q �— E LAS �—F EIERGLA55/ ` —FIBER5LAS5/ � , � f ASPHALT ROOF ASPHALT ROOF ASPHALT ROOFfp 5H NGLE SHINGLE7- I SHINGLE 9 I I O I I I I i I I METAL FLASHING METAL FLASHING METAL FLASH NO AT THE HEAD OF AT THE HEAD OF I I AT THE HEAD OF I i ALL HINOOH5 E ALL HINDOH5 a ALL HINDOH5 a DOORS(TYP.) DOOR-5(TYP.) I I DOORS(TYP) I I ' I I I I I i I I I L-1 6 K "STYLE b""K"'5TYLE Ix PVC TRIM® HH TE ALUM. I WHITE ALUM. Ix PVG TRIM O GUTTER5 w/2 x 3' E VE TRIM® GUTTER5 w/2'x EAVES a EAVES a 4 EAVES a NKTEFIV RAKES(TYP) I LEAD ALUM. a3 0 RAKES(TYP.) LEANHI E ALUM. 3 0 RAKES(TYP. LEADERS(TYP.)— LEADERS(TYP.) � O IL I loo� 5/a PVC TR M 5/4 PVC TRIM z O i CORNERS(TYP.) i CORNERS(TYP.) O N I� 5/4 PVG TR M * 5/a PVG TRIM 1 I 5 I ►- Q /a PVC TRIM I' +- AROUND I AROUND I t I I AROUND > O DOORS AND DOORS AND Q DOORS AND I O W HINDOKB(TYP i— I HINDOH5(TYP.)— I I HINDOH5(TYP.) W C i 013 GEMENTBOARD I CEMENTBOARD I I CEMENTBOARO i O 0 SIDING,SYa'REVEAL I SIDING,S'a°REVEAL FLAT EPDM I SIDING,5Ya"REVEAL -_-_a FLAT EPOM f O i T O SUBFLOOR JhT 0 SUBFLOOR T O SUBFLOOR — Z 2 - — -- --— ---- — --- 2 --------------------- ---- ------- ROOF ----- ---- 2 --—---- ---------------- ------ ROOF ----- I--- OECORAT!VE * i Z W Q L� 6""K"'STYLE RAI 1 I I — Q X HHIT'E ALUM. I 2 5QUARE IrlI W GUTTERS w/2"x 3' 1 COLUMN I w WHITE ALUM. COVER OVER — i I I I N Q 6j LEADERS(TYP.) I NO.COLUMN - H I I ►- ui� cUn < N l �: cv I = I T- ry 5/4 PVG TRIM I x O: I O p I I O CORNERS(TYP.) ! I I TRIM ' Will RESEMBLING I p r------ I I 36'H.PVC O COLUMN COVERS r � I i JILLULi I I GUARDRAIL TO SUBFLOOR i—— --— —— —— _ I T 0 SUBFLOOR — 1 —— I IRVT 0 SUBFLOOR --- - -------— ------------------ L-- -- W I TR M (' FINISH GRADE egUE5TONE "i II I I I BLUESTONE I I I I I A/GI NITS ON I ' I z I RESEMBL N6 I i I I I I I I I �_______T_ ___� I I TBRRAGE ON I I I, I I I _3 I r--�r--�r- r'--� PAVER TERRACE I I I I GOt� .PAD GOLJMN GONERS I I I I I I v l I I 1 11 1 1 11 1 L•r----------------------------------------------- —�r��N�•—`1�p`@_— ' --------------------------------------------- -fI i-I------------ � GU VI 1DRAL w/ -- i O I i � I I I I 10 GA� 11 36 H. lT I 0 1 I TER METER CLOSET I u I u I '�y�, I I I I ' 'OL I n 1 I+ 11 I ' I ABQWE GRADE L NO w/1,4 ATHER STRIPPED IDdOR a HEATER III I I I 11 III n I I E6t 55 I I I I I I II II III u II L-------1 L��.��J� I I W NIP(PH5 N I ! r------'1 I I I I I Ir -- -- I I r , I I elf I I I I I 1 1 HELL!w/STEPS I 1 I I I I I I I I I I 1 B T O SLAB I 1 III p T O SLAB I I I ' 'I p T O SLAB —- -----------—————————---——�-+--—————+-t--- D - --------------------------+--i— ------------�+---—-+ —— D --— -- —---—— —. —. ----�——- —— j '------------ ---- I INV ---- ------ ----- J L--- --- J L ---- --- ------ -r f------ T --r ' LR � L---- -J A/C IT5 ON O� NISH GRADE I FRONT ELEVATION 2 REAR ELEVATION �3 1 �L--------------_3 1-_____---_------_J `J ____________________________G°Nj.'PAD N SCALE 1/4"=1'-0" SCALE I/4"=I'-0" I -r I O F----------------------------------L-------J------------------------------- L—� L REAR ELEVATION w/ WALKOUT .� GENERAL NOTES. SCALE 1/4"=1'-0" WINDOW/DOOR NOTES: I. SEE EXTERIOR GR ELEVATIONS'SECTIONS FOP ALL R.0 °,TOP PLATE HEIGHTS.UNLESS I ALL WINDOWS/DOORS T O HAVE�tUNTIN PATTERNS.%S SHOWN ON ELE:.a-1 DNS. N OTHERWISE NOTED. M WALL THICKNESS.IR 2. ALL',HALL DIMENSIONS ARE TO FACE OF STUD/FRAMING.UNLESS OTHERWISE 2. REFER TO FLOOR PLANS TO CONFIRMFIR SE NOTED . PROVIDE CUSTOM SIZE WINDOWS REQUIRED UNLESS OTHERWISE NOTED. O 3. 2x6 NOM.EXTERIOR WALL FRAMING 3 2xL 3 NOM.INTERIOR WALL FRAMING.TYPICAL. L. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE � M N CD *4 0 2' 4' 8' F BER6LA55 b b 2i GYP �2 F BEROLA55 SOUND SOUND BOARD OPEN CELL X' DECORATIVE ATTENUATION ROOF CONSTRUCTION, ATTENUATION SPRAY FOAM RA L NO LINER PANELS b 6" SEE WALL SECTIONS ALUM. 'K" GUTTER W NDOW AS SCHEDULED �t I II II — EXT.WALL CONSTRUCTION, II II SEE WALL II I II r — SECTIONS Z Z Lu v o o N 09 H 'o P Ix PVG s/4x I EPDM ROOF NO,RUN c W V ¢- -" d THERMAL TRIM' 'p TRI ,PA T UP 5�DE5 B UNDER oe p�.+ o FIBER OR PAINT Ix PVC WINDOW.ON 5/4.TSG O ~ ; THERMAL '2) 6YP. APPROVED (2)1'GYP. �- `,y i BEADBOARD EXT PLYWD. U = c 3 LI a I F BER OR BOARD FIRE STOPPING BOARD %PVC TRIM b",i �" 12 50UARE 5HEATH NO.ON V -_' o APPROVED L NER LINER PANELS EA.SIDE OF s" TAPERED FRAMING °C GOLJMN SLOPE 4"PER FT. THERMAL I CLOSED CELL F RE 5TOPP NO PANELS BEAM,PA NT i ' COVER OVER n ARATI ON WALL DETAIL HD COLUMN • APPROVED I� SPRAY FOAM b b FIBER� ' i � SCALE 1-1/2-=I'-0' FIRE STOPPNG SEPARATI ON WALL DETAIL m _ _ C. 5' s' o PORCH EAVE DETAIL o c ' � SCALE I-I/2'=I'-0' �1 ry Fn a SCALE 1-1/2"=1'-0" n SEPARATION WALL DETAIL x PVC x PVG rn AIM• BEADBOARD SCALE 1-1/2"=1'-0" ^ PAINT fp 9 ___---. ----, .13 0 I 2 ROOF CONSTRUCT ON, SEE WALL SECT'ONS F 2x AD BLOCK NO - ,-VNA BETWEEN RAFTERS ALUM. 'K" SLOPEYa'PER FT. 2x HD. GUAR FRAMING i METAL 1 _ DRIP 2 y EDGE 0 TYP.ROOF CONS-. WL ALUM. K' S �� N Z �3 0 • ASPHALT/F!BER6LA55 GUTTER roc TYP ROOF GONST EAVE w/ i i ROOF 5HI NGLE r n\ > • ASPHALT/FIBERGLASS GUTTER, : s BU LD'NG PAPER ��a EXT PLYWD SHEATH NO Lu 5 MPSON H-4 OR ROOF SH NGLE SEE DETA L ar ENGINEERED HD.ROOF H-5 HURRICANE • 5#BUILDING PAPER ( GL P®EACH 5 TRUSS w/SPRAY FOAM RAFTER!TYP.) x PVC � • /e EXT PLYWD SHEATH NO INSULATION • ENO NEERED HD.ROOF WINDOW AS TRIM, _ HD.BLOCKING PANT Ix PVC J Q H j TRU55 w/SPRAY FOAM SCHEDULED x8 PVG — * N5ULAT ON TRIM BEADBOARD Q N g/e GYP BOARD PANT ~ PA NT g/4 PVG Q V TYP.EXT.WALL W; �' EXT HALL EA.SIDE OF TRIM TO RESEMBLE LLJ N CONSTRUCT ON DBL 12"50LoARE 0 Q TRIM PVC HEAD SEE WALL BEAM.PAI'vT COLUMN COVER • CEMENT z ~ TRIM PANT CLAPBOARD SEC'ONS 0.6 J ff + TYP SECOND FLOOR GONST : YBUI�D N6XT pLW P IL H-NDOHTYP SECOND FLOOR CONST SCHEDULED- ED I Q c/) d SCHEDULED Z - --- �. • FIN SH FLOOR SHEATH NO F N15H FLOOR + i • 3/4'T6G PLYWD 2x(o HD STUDS ;� 3/4'TEG PLYWD O SUBFLOOR ®I6"o.a.w/ �► DECORATIVE SUBFLOOR • 2'FLOOR J015T SPRAY FOAM i RAILING • 12 FLOOR JO 5- 04 -M A I N EAVE_ DETAIL O 2 • s/e GYP BOARD PA N" NSULAT ON i . sje GYP BOARD PA N- SCALE I-I/ -=I'-0' RAILING/ TRIM DETAIL ( 1 • h GYP BOARD Z 8 PA NT �6 SCALE I-I/2"=I'-O" � N Q3 0 G J Q LL- i i i i 2JhT O SUBFL00 i i A jii�T B__R T" i 12 10 ROOFEPDM 2 w Q � � U BU LT-UP ^7 as j PROJECT ON • - w/GUTTER- i INT.SEPARAT ON WAL_ i i 2x FRAMING UL-U336 2-HOUR RATED STC RAT N6 61 6 i 2 2 NOTE • (2)ROW5 2x4 WD. =3 0 i i PRIOR TO INSTALLING SHINGLES INSTALL GRACE"ICE a `� 0 1 I/4"PVC WATER SHIELD"OR APPROVED EQUAL SELF-ADHERED STUDS® 6'o.c.w/ ` -- --- -'BEADBOARD RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES FIBER6LA55 ACO�STIG ATTENUATON SOFFIT EAVES RAKES VALLEYS HIPS ROOF-TO-WALL nn11 • '2), GYP BOARD INTERSECTIONS AROUND ALL ROOF PROJECT ONS AND ENT RE W (V ? L NER PANELS fV ROOFS THAT ARE FLATTER THAN A 312 SLOPE DIRECTLY T Z p YZ'A RSPAGE,EA 51DE TRIM ROOF SHEATHING INSTALL'ICE a WATER SHIELD"FROM THE • EDGE OF THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR •Y� GYP.BOARD EA RESEMBLING SIDE,PA NT COLUMN WALL LINE INSTALL PER MANUF INSTRUCTIONS � O COVERS 0 O TYP.'rE*RACE2O TYP FIRST FLOOR CON5T. �_ TYP.FIRST FLOOR CONS' FINISH FLOOR BLJE TONE ON►rtUDSET � •F NISH FLOOR • 3/4'T46 PLYWD. • 4' N.CONC.SLAB r . 3/4' * O 5UBFLOOR • b'G SUBFLO MPA TED T4O PLYWD. OR 6 >, I • 6'FLOOR J015T GRA EL BASE ON . 6 FLOOR JO 5T MASTER BEDROOM#3 l(� • 5/e GYP.BOARD,PANT GOM;AC 501L . 5/e 6YP.BOARD,PA NT HALL BEDROOM N 5L0 Ye"PER PT. FLAT EPDM w W • T 0 SUBFLOOR IjjhT 0 SUBFLOOR __ ——————-- ROOF 2 i ii�T 0 SUBFLOOR O L. • IN5ULA-E ---- `- - •— •I° ,GONG SEPARAT ON WALL -i •° •.° TYP.GONG FND WALL GONST PER I METER • �- OF GARAGE N O'REIN.GONG.WALL • PROTECT ON BOAR T_ D ( p) O • •• t E° •Ys AiRSPAGE 1, a • WATERPROOF SYSTEM LIVING l9 TMMUDROOM • 2x4 WD.57UD5 m 6 o c. ml • 0'RE N.GONG WALL o ROOM J GARAGE w/SPRAY FOAM . /z'A RSPAGE 12"SQUARE O••i N5ULAT'ON,EA.5 DE • 2x4 HD STUDS® COLUMN 1 X2 6YP BOARD,EA _ 6 b.c.w/SPRAY FOAM COVER OVER N z ••` SIDE,PAINT INSULATION V40 COLUMN 8'FOUNDATION WALL w RE N.GONG.FOOTING • Y2'GYP BOARD,PAINT - V SEE STRUCTURAL DWG s - O_ NOTE °•I �D FOR MORE NFO. I C SUBFLOOR - _—_—_ T 0 SLAB ALL WOOD O ,► E 61 E E 77 fC•J DOOR OL G tN DIRECT I•• TYP GONG.SLAB GONST TYP GONG SLAB GONST. i i CONTACT w/ ° . 4'REIN.GONG.SLAB I ' ° • 4'RE N.GONG.SLAB CONCRETE SHALL BE �•' 10 MIL.POLY VAPOR • O MIL.POLY VAPOR J l BARRIER BARR ER ( 1 t- PRESSURE I • 6'COMPACTED b"COMPACTED °I .. • TREATED. ••i GRAVEL BASE ON GRAVEL BASE ON ' FINISHED COMPACTED 501L COMPACTED 501L BATH • BASEMENT . o Bjh TO SLAB t R TO SLABImp — _ -- • • �+ a ° 4'PERF DRA N y P PE N COURSE T 0 SLAB GRAVEL,WRAPPED o B IN FILTER FABRIC, O O REIN.GONG.FOOTING, CONNECT TO DRA N REIN.GONG.FOOTING, SEE STRUCTURAL DWG 9 SEE STRUCTURAL DWG's BUILDING SECTION FOR MORE INFO WALL SECTION FOR MORE INFO WALL SECTION 3 2 SCALE I/2"=1'-0" SCALE 1/2'=I'-0" SCALE 1/4"=1'-0" NE'VV NIA;' N 3 s/4 PVC SLOPED TAPE OVER!FETAL GAP w/PVC DRIP FLASHING REF.DW6'5 FOR HEADER CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER SCOTIA(TYP.) 04< SIZE MARVIN SPECIE CATIONS,WOOD-ULTREX INSTAL.LATION FOR FOLD 5ELF-ADHERED NEW WOOD FRAME CONSTRUCTION DATED 5 22 17 NTEGRLTY %PVC HEAD %PVC SLOPED GAP 0 RUBBERIZED FLA5HIN6 NTO OUTSW NG=RENCH DOOR WOOD-UL.TREX SERIES CASING(TYP.) H.PVC, OPENING AT JAMBS d NSTALLATION INSTRUCTIONS DATED 7 25-17 WINDOW ROJGH 2x6 WD -ADDER. w/PVC SGOTIA TYP.) INSTALL OVER SILL END OPENING PREP a CLASHING METHOD A-1 MEMBRANE DRAINAGE In w/BLOCK NO® ROOF CONSTRUCTION, GUARDRAIL SELF-ADHERED SYSTEM DATED 12-22-14.�"tETAa_ `b"o.c. SEE WALL SECTIONS RUBBERIZED FLASHING GAP DAMS(TYP,) s DRIP DECK CONST., EDGE I-Oys' SEE WALL OVER HEAD NAILING WINDOW R.O HT /4x6 PVC JAMB SECTIONS FLANGE(T P) SEE EXT ELEVATIONS CASING(TYP.) BACKER ROD AND I z z W _ SEALANT AT NSULATED GLASS AD.WALL vWi V Y PVC PERIMETER OF WINDOW o W U 'tr1 I' I WINDOW SEE EXT. F RAMING, PAINT x PVG FLANGE(TYP,) ELEVAT ON5 I WINDOW AD.51LL SIDING I c W _ TRIM, I SCHEDULE FOR TYPE PLATE SHEATHING PAINT 2"HISTORIC PVC _ I T ~ SILL w/DR{P -I I $ELOhI THIS BELOW THIS POINT HAS POINT HAS U TO BE P T. TO BE P T. PVC Q C4m own cove 0I HISTORICAL RUBBERIZED 5Y5TEM w/END _— ���(((,,, —---— SILL(TYPJ Ixb PVC TRIM, I I GAP DAMS d BACK DAM A PAINT Is/4. 5/4 QVG TRIM, i BETWEEN WINDOW UNIT I 5/4x4 APRON'TYF' D� PAINT I P,T AD BEAM Y STOOL TRIM(TYP) TYP. EXTERIOR C 6" PAN FLASHING - ?°d C EXT.WALL 41j FINISH d CONSTRUCTION, i - MULCH � a WINDOW/ DOOR CASI NG a SECTIONS I 2 SQUARE SCALE.1/2"=1'-0" COLUMN ° t t COVER OVER A TYP.EXT.WALL AD.GOLJMN CONSTRUCTION m� tO 4 MAIN RAKE DETAIL 5 DECK DETAIL TYP. WINDOW DETAIL FINISH FOUNDATION HAS T 9 SCALE I-I/2"=I'-0" SCALE 1-1/2"=1'-0" SCALE I-I/2"=I'-0" CRADE-' TO BE ABOVE 0 GRADE � FOUNDATION DETAIL SCALE 1-1/2"=1'-0" cn Z 0 NOTE j TYP.FLAT ROOF CONST. PRIOR TO INSTALLING SHINGLES INSTALL GRACE"ICE 8 TYP,FLAT ROOF CONST. Lu • EPDM MEMBRANE RUBBERIZED SHIELD'OR APPROVED EQUAL SELF-ADHERED TYP.FLAT ROOF GONST EPDM MEMBRANE T46RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES • 7/4,Td6 EXT PLYWD. • SHEATHING ATH EXT.PLYWD. EAVES RAKES VALLEYS HIPS ROOF-TO-WALL ` EPDM MEMBRANE SHEATHING INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE • T SHEATHING • RA;2xb TAPERED WD. ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO • /4" d 6 EXT.PLYWD. • 2xb TAPERED AD. RAFTERS• b"o.c. SHEATHING RAFTERS® 6'b.c. 2x4 CLG.J015T5 ROOF SHEATHING INSTALL"ICE 8 WATER SHIELD"FROM THE . 2x8 TAPERED WD. 2x4 CLIO..015T5 • x PVG BEADBOARD EXT.WALL CONST., EDGE LINE THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR RAFTERS O 16"o.c. EXT.WALL CONST., T. ALL CON5T., SEE DETA.L 3/A3.0 WALL LINE INSTALL PER MANUF INSTRUCTIONS SEE DETAIL 3/A3.0 x PVC BEADBOARD SEE DETAIL 3/A3.0 SLOPE)<"PER�T. SLOPE Y4'PER FT. SLOPE/4"PE44- v 2 T 0 SUBFLOOR --_—— T 0 SUBFLOOR i — , ——— ____——_—_— T 0 SUBFLOOR ------ ,--------% ,------- + i EAVE EAVE w/ I i EAVE w/ I GUTTER, ' CUTTER, CUTTER, SEE DETAIL I SEE DETAIL I I TlI `SECOND FLOORG i 5 -SECOND FLOOR 5 I I 1 3 �3 0 CON5T.,SEE DETAIL , I /4 PVC SECOND FLOOR BEADBOARD 3/A3.0 -3 0 _ CONS-.,SEE DETAIL =3 0 I L , BEADBOARD CONS.,SEE DETAIL Z 5OFF T SIM 3/A3.0 SOFFIT 3/A5.0 I I I tY w u di I I I I N Q l`— I w U Q I t� N I I I I 1 ry i = cV I 1 I Q _ 1.2 I COLUMN RE in � = 12"SQUARE � w i _ _ WINDOW AS p WINDOW AS p COLUMN i m INI NDOA AS COVER OVER m SCHEDULED SCHEDULED COVER OVER m SCHEDULED AD.COLUMN � _ 36 H.PVC AD.COLUMN �C+ GUARDRAIL 6 I I ` r- GUARDRAIL w/ r- r�- GATE 36'N. ABOVE GRADE EXT.WALL GON5T., SEE DETAIL 3/A3.0 FIRST FLOOR CONS-,, CHAMFER FIRST FLOOR CONST., SLOPE Ya'PER FT. SEE DETA,-3/A3.0 BOTH SIDES SEE DETA"3/A3.0 z T 0 SUBFLOOR -- - ————- ( TO SUBFLOOR _————_ -------- I T 0 SUBFLOOR ———— ---— -- .D • J3 I I I I r �• FIN.GRADE I I I I I I a I I AD.LEDGER w/ 1 �FIRST FLOOR CONS- i T 'METAL FLASHING ON TOP 10"GONG. l •° •'° I I TYP.DECK CONST. SONOTUBE SEE DETA L 3/A3 0 FOOTING i E15RE55 5TEP5 COMPOSITE DECK N6 I I I • 2x12 P.T.WD JOtSTS O I6"o.c. FOUNDATION WALL, I I -- ------� SEE DETA',L 3/A3.0 {TYP.PAVERS �ii •' °•• _ %Q • 1/2"RANDOM it ° I I ► r BLUESTONE w/SAND I r • I I of I x Q SWEPT JOINTS • 0 �' • 4''5AND BED IV T„ WINDOW AS r i �v • 6"COMPACTED °` ry GRAVEL BASE ON •° SCHEDULED COMPACTED SOIL •, b'GRAVEL w/DRAIN r TO FOUNDATION 2 SQUARE r' • ° i _� PERIMETER DRAIN COLUMN NMI COVER OVER GONG.5LAB,SEE ° 2-. GONG.SLAB,SEE GONG.SLAB,5EE °• • DETAIL 3/A3.0 WD.COLUMN ° DETAIL 3/A3.0 DETAIL 3/A3.0 • II ° p T O SLAB B T 0 SLAB ---————--- •, T 0.SLAB — , .. D ----------———----—————— a 111V R -, z I I 1 i ° ° " °.• I • `1 4"PERF.DRAIN O PIPE IN COURSE ,p I I GRAVEL,WRAPPED REIN.GONG.FOOTING, E'.° ••° 1�` •° ••�•• ° 2"RIGID INSULATION IN FILTER FABRIC, z_ SEE STRUCTURAL DW6's I � 2'-0"MIN.EA. CONNECT TO DRAIN FOR MORE INFO. I 10It GONG. DIRECTION FOR 4"PERF.DRAIN PIPE IN COURSE REIN.GONG.FOOTING, I - GRAVEL,WRAPPED;N FILTER SEE STRUCTURAL DW6'S 150NOTU5E •D ENTIRE LENGTH OF WALL SECTION FABRIC,CONNECT TO DRAIN FOR MORE INFO. ,� �\\1 FOOTING, m REAR WALK OUT L a SCALE 1/2"=1'-0" i I • WALL SECTION 2 L I PIPEE N GOURAI RSE O •° • °• REIN.GONG.FOOTING, SCALE: I/2"=I'-0" �________� SEE STRUCTURAL DW6's GRAVEL,WRAPPED FOR MORE INFO. WALL SECTION IN CONNECT TO DRAIN 3 SCALE I/2"=I'-0" CAMERA-O'NEILL Ilk CONSULTING ENGINEERS Structural Engineering-Design 127 Black Point Lane Camera/O'Neill Portsmouth,Rl 028n 12"THICK GONG.FT6. I • 402-578.2983 REINF.I^U#5 BARS 15'-4r,° 12"O.G.E.W.,BOT. 13'-5K" I3'-5�i' • 16 PROVIDE#5 BAF 5 AT 24"O.G. 1'-4' 12'-FPS' 1'-4' VERTICALLY d HORIZONTAL.LY CENTERED COORDINATE Le L q'-4" WATERPROOFIN6 4 4n ON WALL.PROVIDED MATCH VERT.REINF. AND DRAINA6E IV >� o GONG.FT6.REINF W/#4 ps s T6 LU BARS®12'O.G.E.W.,BOT. �b �b+�j� ARGH'L DW65. I :, ,,� L ,Z Z oe o°$ PROVIDE d INSTALL I y Q T.O.WALL ""`- f tu U r N u% 51HP50N ABUbb STANDOFF O O [COORD.W/ PROVIDE d INSTALL `' �i r ~y~ a oe q BASE d FASTEN TO GONG. i ; ; ARCH G W U SIMP50N ABU44 OR ABUbb �'�: / C 0- 5" W/5/6 DIA.EPDXIED L 5 °L G W o f p �- STANDOFF CONC. /e D AN -✓ O ~ r° C 5" THREADED ANCHOR ROD(b" -- 5" 5 U x -3 "' 10°DIA.REINFORCED 5ONOTUBE PIER,TYP PERMIT SET U `z in EPDXIED THREADED EMBED 3'-2' SONOTUBE PIER,TYP. 3-2° l0 DIA.REINFORCED f- q (B.O.F.MIN.3'-b" b°WALL �'-I" -Z ANCHOR ROD(b°EMBED.) , w U BELOW 6RADE) 4 ^ o 50.1 COORD.W/ARGH'L I'-"DS° � (BA.F.MIN.3-b BELOW GRADE) Q --� O 50.1 } O ERNS o 12"O.GNE.W.,BOT. ADJACENT ADJACENT UNIT - ---- q - FOUNDATION T.O.9-ELF UNIT [-10'-2'l T.O.HALL----,,, 4 Q 50.1 SIM 50.1 5' FOUNDATION r 5 T.O.STEM § 5" ;T.O.WALL®WINDOW fl ®DOORO (COORD W/ARGHL] T.O.WALL FT6.5TI3a5 f; _ [-q'-6"] [-10'-2] (B.O.F.-14'-0°] --- LC PROVIDE#4x48" ----- -- - - -- - - ---- -- DI A60NAENTRANT -- ------ - - PROVIDE�4x48° ADJACENT DIAGONAL REBAR SLAB CORNERS. H J J UNIT AT RE-ENTRANT f 0 T I k t FOUNDATION �, SLAB CORNERS. T.O.WALL j -ADJACENT LL rL UNIT T.O.SLAB 'v O O FT&5TEP5 T.O.5LA8 O � FOUNDATION ELEV.-q'-6' 7 ELEV.-q'-6 T.O.WALL ®BEAM POCKET - I [COORD.W/6.C.] .SHELF 50.2 I SLAB DETAIL 1 T(-10'-2) 50.2 I SLAB DETAIL p T.O.5TEM O f 150.1 O I Z 10"WALL 50.2 O"WALL S p 0 4'NORMAL WT.GONG. mUI 4"NORMAL WT.GONG. [n 1 " I'-10°FT6. 5LAB-0N-6RADE. LU I I'-ID FT6. SLAB-ON-6RADE. SEE DETAIL 5EE DETAIL 12'-644" Fi PROVIDE d INSTALL BEAM POCKET AND P.T. 0 BEARING PLATE TO T.O.WALL ACCOMMODATE BEAM. T.O.WALL Z CV PROTECT UNTREATED [-0'-SI4°] 0 { f' LUMBER WITH BUILDING t { Q N THICKENED SLAB, FELT THICKENED 5LAB, 5EE DETAIL 5EE DETAIL Z CV 0 p TYP TYP 0 O 50.1 T.O.WALL ! SO.I 7.0 WALL 4'1C) O !L 11 Z ADJACENT ADJACENT m Z Q La) UNIT I T.O.WALL UNIT i. T.O.WALL FOUNDATION FOUNDATION O 0 20'-2' 7'-10" T.o.WALL®BEAM 20'-2• T.O.WALL i POCKET[-I'-64°] I I POCKET[-® M IY 6'4"] U J ii.i (B.0 F.-10'-I0"1 _ _ Lu U IN THE EVENT OF 5EPA TE SIM IN THE EVENT OF 5EPAR TE S M J POURS,PROVIDE d INSTAL RS IL 10"WALL POUR5,PROVIDE d INSTAL.#5 x 30"LON6 DOWELS®12' G. 5 O x 30"LONG DOWELS®12" G. 5 U_ WALL VERT.DRILLED d EPDXIED I TO 50.1 1'-10"FT6. VERT.DRILLED d EPDXIED I TO 50.1 7 J 3 FDN.W/6"E i l I PR VIDE d INSTALL FDN.W/b"E D. PR VIDE d IN5TALL BE NM POCKET AND P.T LL. T p BE kM POCKET AND P J I SLAB DETAIL BE NRIN6 PLATE TO m I SLAB DETAIL BENRIN6 PLATE TO A OMMODATE BEAM ACrOMMOVATE BEAM 50.1 PR TECT UNTREATED 50.1 PR TEGT UNTREATED ' Z 51M T.O.WALL LLftfBER WITH BUILDING SIM T.D.WALL LiASER WITH BUILDIN6 t�T ®BEAM T 3 v 4"NORMAL WT.GONG. POCKET .,� � ®BEAM 50.2 4'NORMAL WT.GONG. 6 POCKET I• 3 _ A 6 r p Q 5LAB-ON-GRADE. 50.1 [-I'f�'4"] 50.2 % 5LAB ON-GRADE. 1 O Ft 5EE DETAIL PROVIDE d INSTALL O Q 5EE DETAIL PROVIDE d INSTALL = V BEAM POCKET AND P.T. I BEAM POCKET AND P.T. O pp Ji BEARIN6 PLATE TO T.O.WALL O O BEARIN6 PLATE TO T.O.WALL _ L T.O.SLAB ACCOMMODATE BEAM. o BEAM ACCOMMODATE BEAM. ^ ®BEAM PROTECT UNTREATED _O POCKETLL: so T.O.SLAB LL ~ ' ELEV-I'-0"® ELEV.-1'-0"® PROTECT UNTREATED POCKET p r- ry ui u 6ARA6E DOORS LUMBER WITH BUILDING -' [-I'-6V4'l m I- LL: x�}' FELT O � 6ARA6E DOORS LUMBER WITH BUILDING p (-I'-EYVI m u l 4 v�' FELT 4 r- Q ti 0 Cie , I^ a T.O.WALL LLp 50.2 n•Q T.O.WALL p 50.2 �+J IN THE EVENT OF SEPARATE I T.O.WALL IN THE EVENT OF[SEPARATE 1 T.O WALL , POURS,PROVIDE d INSTALL p5 .,� :�, POURS,PROVIDE d INSTALL a5 -I•, W x 30"LON6 DOWELS®12'0.0 x 30"LONG DOWELS®12"O.G. ^' VERT.DRILLED d EPDXIED INTO - ----, VERT.DRILLED d EPDXIED INTO o `4 T.O.WALL FDN.W/b'EMBED T.O.WALL FDN.W/6°EMBED. 0 T.0 HALL IV I_ O 8 9 DOOR �_ b' 'LL 3 8 a DOOR 6 WALL 3 a W -------- --------- ---- ----- I J LL Q ADJACENT ' 50.1 I ----- ----- -- -- --------- I _J d' O ADJACENT I r j p - UNIT I UNIT ' FOUNDATION , I FOUNDATION (� ADJACENT ------ --- ---- - -� ------ --- --- I - UNIT Q [E•OF.-4'-6"] i - ADJACENT r I - ry r UNIT 4 [B.O.F.-4'-b°] f- FOUNDATION Q I L- �( ry Q I -( in I -- - i. FOUNDATION .. r--- L.------- -- -_j ---- - -- --� 50.1 -- - 50 I It tr-10k.° (y tl'-Ip5" tl'-ICES' T.O.HALL Q tl'-Ich" TA.WALL o le L tlb'-3'COORD.W/ARGHL 8'-O" 10 I tlb'-3'COORD.W/ARGHL 50.1 I 50.1 I i x e FOUNDATION PLAN-WALK OUT BASEMENT &5jALE OUNDATION PLAN-E6RE55 WINDOW SCALE:I/4°=1'-O° :114°=1'-O° FOOTING 5GHEDULE FOOTING FOOTING ID TAG 51ZE REINFORCING F 2'-O"x2'-O°xl2"THICK (3)#4 E.W.BOT. F23 2'-b"x2'-b°xl2°THICK (4)#4 E.W.BOT. Q. F3 3'-O"x "xl "THICK 4 #4 E. BOT. FOUNDATION PLAN NOTES: ALL DIMENSIONS,ELEVATIONS,5HELVE5,BEAM POCKETS, I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,5LAB5, 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS 5HALL BE FULLY COORDINATED WITH CIVIL H 6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR CIVIL,6EOTTRADEAL,MECHANICAL,ARCHITECTURALTOCONSTRUCTION. AND TO GONSTRUGTION. ALL OTHER TRADES'DRAWINGS PRIOR TO GONSTRUGTION. 3. LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE a Y2"THICK'5PRIN6FIELD"GAP AND BASE PLATES AT ALL LALLY COLUMNS. i 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS e 0 h ' CAMERA•O'NEILL CONSULTING 4"INTERIOR CONCRETE Structural ENGINEERS ra Engineer9 iSLAB ON GRADE w/bxb ii�Black Porrrt Lane = Z WI.4xHI.4 W.W.F.SLAB 2xb WOOD 5TUD5 Portsmouth,in Lane Camera/O'Neill SHRINKAGE GONTROL JOINT u' CONCRETE SHALL BE DOUBLE 2xb SILL(P.T).FASTEN SILL ®I6 O.G. 401-578.ag83 sull:ng Engurrers Uj PROVIDE AND ° (PROVIDE SAWGUT JOINT O 0 i�� 3000 Psl MIX W/NO IN GONG.SLAB AND FILL w/ ADDED AIR ENTRAINMENT. INSTALL CORNER 36„ PLATE TO CONCRETE WITH GALV. BAR5 TO MATCH DIA.EPDXIED THREADED ANCHOR Z EPDXY AFTER SLAB CURES) i O RODS®45"O.G.AND b°FROM WALL 7 51ZE AND SPACING RUN HOR BARS OF HOR.WALL ENDS(b"MIN.EMBEDMENT) � 10 MIL.POLY.VAPOR LONG REINF.E.F. PROVIDE d INSTALL 5IMP50N P.T.POST, y RETARDER.LAP EDGES _ #5 x 24"LONG ABUbb(OR ABU44 AT 4x4 - 4a 6"MIN. / , BAR5®12"O.G. SEE PLANS �': ¢ s GONG.SLAB ON POSTS)STANDOFF BASE d ;�L` I u Z Z W m o ( GRADE,SEE PLAN (2)CONT.#5 FASTEN TO CONCRETE PIER W/ ?':t•, '';;^ W 0 m c' o 6"THICK COMPACTED ( BAR5,BOTTOM DIA.EPDXIED THREADED 1 ;.' %J r'— >i c o�.' ' ANCHOR ROD(5°EMBED.) •, ` / ~ ~ Q °D GRAVEL BASE LAYER. T.O.SLAB EL. � / C W U oe o IMPEL.SEE PLAN T^ b _. ...✓ _ 0° C f U s t 3 m� UNDISTURBED VIRGIN SOIL , :. o PERMIT SET U z o OR GOMPACTED GRANULAR FILL = m U CONCRETE WALL INTERSECTION 1 LU Cp 10"DIA.CONCRETE 50NOTUBE DRILL AND EPDXY ALL I.5AWGUT SHRINKAGE GONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. LONGITUDINAL THICKENED SLAB v 2 OF SLAB PLACEMENT,A5 50ON A5 GONGRETE 15 CAPABLE OF SUPPORTING REBAR INTO FACE OF PROVIDE AND INSTALL OUTSIDE in G.G.NOTE: 5AWGUTTING EQUIPMENT. FOOTINGS AND WALL5 AS CORNER BAR5 TO MATCH 51ZE AND AT LOGATION5 WHERE INSULATION SPAGING OF HOR.REINF. OCCURS,TYP. 2'-0r 15 REQUIRED BELOW THICKENED PROVIDE d INSTALL 2.LOCATE SHRINKAGE CONTROL JOINTS A5 INDICATED ON SLAB PLAN,OR AT 36n CENTERED ON SLAB,PROVIDE AND INSTALL 100 _z (3)#4 HOOKED MAXIMUM 5PAGING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING WALL ABOVE P51(MIN)RIGID INSULATION DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 1.5:I LENGTH b TO WIDTH RATIO. r 36 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY 505TITUTE PRE-FABRICATED 3 SECTION THROUGH INTERIOR BEARING WALL AND THICKENED SLAB m PLASTIC 5TRIP5 INSTEAD OF 5AWGUTTING.SUBMIT GATALOG CUTS FOR SCALE•3/4"=1'-on APPROVAL PRIOR TO USING. B.O.FOOTING OIL EL.SEE PLANS 4.INSTALLATION OF ALL NON-5TRUGTURAL GONGRETE SLABS-ON-GRADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, ONCTE 50NOTUBE DETAIL,TYP. PROVIDE AND 4GI-360 AND AGI-302. INSTALL IN51DE -b"MIN.LAP 11 (2)#4 BENT BARS i GY5CALF 3/4"=1.-0., CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND &5y(�ALE P. TERIOR SLAB ON GRADE DETAIL HALL INCIOF HOR. , :NONE ,, STEP VARIES, Z 12" , • SEE PLAN V) 3'-0"MAX.) v) .•2 6°MIN.LAP LU • d 2 �.. 1 " Lu APA RATED WALL I- (TYPICAL) CONTINUOUS a FOOTING- 5HEATHING,SEE CONCRETE WALL CORNERS o (2)#4 GONT.AT GENERAL NOTES. u BOT.OF FOOTING 2x6 WOOD STUDS®16"O.G. L0 b"MIN. (2)#5 CONT.AT UNLESS NOTED OTHERWISE. TRIPLE 2x6 SILL(P.T.ON BOT)FASTENED IN 0 SOT.OF FOOTING 2 TYP.REINFORCED CONCRETE WALL DETAILS FASTEN PLYWOOD TO ALL TO CONCRETE WITH j"DIA.x 12"LONG (V SCALE:NONE DOOR JAMB BEYOND PLATES WITH bd NAILS®4" HOOKED ANCHOR BOLT5®4b°O.G. AND O.G.EA.PLATE,TYP. b"(MIN)FROM BUILDING CORNERS,WALL � 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12" 36" ENDS,AND DOOR OPENINGS. N SCALE:3/4"=1'-0" COORDINATE SLAB EDGE O.G.0 GARAGE DOOR J DETAIL WITH ARGH'L OPENINGS 24" PROVIDE AND INSTALL FELT BOND 70 DRAWINGS T.O.WALL BREAKER WHERE SLAB 15 POURED Q A AGAINST FOOTING/WALL,TYP. W GONT#4 NOSING T.O.SLAB T.O.SLAB 0 0 j 2x6 WOOD STUDS®I6"O.G.UNLE55 _ , 2x6 WOOD STUDS®I6"O.G.UNLE55 EL.SEE SLA$ EL.SEE PLAN Z Q NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR T cn 5HEARWALL SCHEDULES. 5HEARWALL SCHEDULES. IMPEL.T.O.HALL SEE PLAN I GONG.SLAB ON #4 CONTINUOUS BAR GONG.SLAB ON O Q LL- DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb a P.T.2x10 SILL FASTENED •, 2 GRADE,5EE PLANS ®TOP OF WALL GRADE,SEE PLANS CL TO GONGRETE WITH J"DIA,x 12"LONG TO CONCRETE WITH J"DIA.x 12"LONG #4 CONTINUOUS BAR® - b"WALL _ b"WALL tii HOOKED ANCHOR BOLTS®4&"O.G. AND HOOKED ANCHOR BOLTS®4&"O.G. AND " TOP OF WALL N Q � 6"(MIN)FROM BUILDING CORNERS,WALL "TdG APA RATED 6 (MIN)FROM BUILDING CORNERS,WALL T46 APA RATED Lu CONTINUOUS CONTINUOUS ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR b°•I-�P 6° BEVELED 2x4 � N � T.O.5UBFLOOR T.O.50FLOOR BEVELED 2x4 EL.SEE PLAN SHEAR KEY TYP NP SHEAR KEY,TYP EL.5EE PLAN , T.O.WALL T.O.WALL `� v IMPEL.SEE PLAN �EL.SEE PLAN cn cn L FASTEN PLYWOOD TO ALL PRE-ENGINEERED FASTEN PLYWOOD TO ALL O PLATES WITH bd NAILS®4° PLATES WITH bd NAILS 0 4" FLOOR TRUSSES, •. • O.G.EA.PLATE,TYP I SEE PLANS B.O.FOOTING B.O.FOOTING r s O.G.EA.PLATE,TYP. } EL.SEE PLAN EL.SEE PLAN (2)#5 GONTINUOU5 (2)#5 CONTINUOUS (2)#4 CONTINUOUS (2)#4 CONTINUOUS BARS®TOP OF WALL ' • BARS®TOP OF WALL FOOTING SHALL BEAR ON ° BARS 0 BOTTOM OF FOOTING SHALL BEAR ON BARS®BOTTOM OF PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED 1-b FOOTING NATURAL,UNDISTURBED 1-b FOOTING > W BEARING FLOOR TRUSSES, 5UB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY a Z SEE PLANS CONT.P.T.2xb LEDGER FASTENED GOMPAGTED GRAVEL FILL. COMPACTED GRAVEL FILL. TO GONG.W/0.151"DIA.HILTI TYPE r P.T.2x6 BLOCKING BET1^IEEN X-U POWDER ACTUATED FASTENERSO TRUSSES FASTENED TO GONG.W/ THRU GARAGE DOOR5 SECTION THRU GARAGE WALL ®I6"O.G.STAGGERED.GEILING (D_!EGT'ON O0.151°DIA,HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED ALE:3/4"=1'-O° SCALE:3/4°=1'-O" ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)bd NAILS �BLOCK.GEILING 5TRAPPING SHALL BE FASTENED TO BLOCKING W/bd Q r— NAILS 0 b"O.G. APA RATED WALL 2xb WOOD 5TUD5®16"O.G.UNLE55 5HEATHIN6,SEE NOTED OTHERWISE IN PLANS OR � LO - GENERAL NOTES. 5HEARWALL SCHEDULES. N •• DOUBLE 2xb SILL(P.T.ON BOTJ FASTENED FASTEN PLYWOOD TO ALL i 10'WALL 10"WALL , PLATES WITH bd NAILS®4° TO GONGRETE WITH J"DIA.x I6"LONG 3b HOOKED ANCHOR BOLTS®48 O.G. AND o TTC: N O.G.Ea.PLATE,TYP b"(MIN)FROM BUILDING CORNERS,WALL Fa v #4 SLAB DOWELS®12" 24° ENDS,AND DOOR OPENINGS. 5 J O.G.®TERRACE o T.O.STEM GONG.SLAB ON FOUNDATION t EL.SEE PLAN GRADE,SEE PLANS T.O.SLAB$� i #5 CONTINUOUS HORIZ. • '. BAR®TOP OF STEM EL.SEE SLAB T.O.SLAB 6"STEM EL.SEE PLAN T.D.SHELF l r T.O.WALL 2 I o E PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT EL.SEE PLAN " ROVIDE AND INSTALL FELT EL.SEE PLAN GONG.SLAB ON 0 BOND BREAKER WHERE BOND BREAKER WHERE 4 BOND BREAKER WHERE GRADE,SEE PLANS CONTINUOUS SLAB 15 POURED AGAINST CONTINUOUS SLAB IS POURED AGAINST SHELF 5LAB I5 POURED AGAINST (1)#4 CONTINUOUS - b"WALL (� BEVELED 2x4 FOOTING/WALL,TYP. BEVELED 2x4 FOOTING/WALL,TYP. FOOTING/WALL,TYP. BAR5®TOP OF WALL SHEAR KEY,TYP. •, 10"WALLGONG.SLAB ON ° N SHEAR KEY TYP #5 CONTINUOUS HORIZ. GRADE,SEE PLANS GONG.SLAB ON BAR TOP OF SHELF 6"TYP 6° 'v GRADE,SEE PLANS BEVELED 2x4 b SHEAR KEY,TYP. x NP TYP. GONTINUOU5 • BEVELED 2x4 v SHEAR KEY,TYP. cn Err B.O.FOOTING • • ••+ a B.O.FOOTING ? B.O.FOOTING EL.SEE PLAN EL.VARIES EL.VARIES SEE PLAN (2)#5 CONTINUOUS SEE PLAN 1'-100 (2)05 GONTINUOUS • O (2)#4 CONTINUOUS FOOTING SHALL BEAR ON BAR5®BOTTOM OF BAR5®BOTTOM OF aBAR5 @ v FOOTING V FOOTINGBOTTOM OF B.O.FOOTING ,. ' �•' SUB GRADE OR UNDISTURBED FOOTING m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON EL.VARIES COMPACTED GRAVEL FILL. � SEE PLAN (2)#5 CONTINUOUS Q NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS®BOT'TOM OF 5UB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. z m FOOTING 10 SECTION THRU TERRACE FOUNDATION SCALE:3/4"=I'-O" 0 111, SECTION THRU FOUNDATION-PERPENDICULAR FRAMING SECTION THRU FOUNDATION-PARALLEL FRAMING SECTION THROUGH WALKOUT FOUNDATION M0040 J SCALE:3/4"=1'-0" 6 - SCALE:3/4"=1'-O" $ SCALE:3/4"=I'-O° � u a a h G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng•neerng•Design u7 Black Po nt Lane Camera/O'Neill P sth,ig8;8n 'ownutw,q Engu."c,s SINGLE 2x4 SOLE PLATE,TYP. �F r�E[A/ aj PROVIDE GONTINUOU5 2x4 ` , 2x4 WOOD 5TUD5 0 16"O.G. 2x4 WOOD STUDS®16"O.G. "RIBBON"FASTENED TO EA. SFfEARWALL.SEE SHEARWALL PLANS d SHEARWALL.SEE SHEARWALL PLANS d FLOOR TRU55 W/12d NAILS ` i; !1� Z Z W m E o SCHEDULE FOR ADDITIONAL i t+r:. i U+ 0% °C c SCHEDULE FOR INFORMATION ,,. >s' c a INFORMATION w_ m u v, w us 51N6LE 2x4 50LE - _ U x t 3 m PLATE,TYP. T.O.505-FLOOR P E R M I T S ET 0 2 PROVIDE CONTINUOUS 2x4 ° GOORD.W/ARCH. oc U Td6 PLYWOOD GOO QU FI TINE a "RIBBON'FASTENED TO EA. 5UB-FLOOR. I NT5 W/ FLOOR TRU55 W/12d NAILS A 'L DW65. i PRE-ENGINEERED I I F WOOD FLOOR TRU55E,SEE PLANS - - I PRE-ENGINEERED WOOD FLOOR TRUSS,SEE PROVIDE Y4"DIA.x 6"LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 51MP50N 505 5GREW FASTENED STUB POST(NOT SHOWN)BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAMB AND POST LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRUSS 6.G.NOTE: TOP PLATE,TYP PLATE,TYP. BOTTOM CHORD®24"O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS SHALL BE COORDINATED WITH TRU55 DESIGNER 2x4 WOOD 5TUD5 0 16"O.G. 2x4 WOOD STUDS®I6"O.G. 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE 5HEARWALL PLANS d 5GHEDULE FOR ADDITIONAL 5GHEDULE FOR ADDITIONAL N Z INFORMATION INFORMATION O so w 5EGTION THRU FRAMING AT PARTY WALL 5GALE:3/4"=1'-0" 0 0 J N Q O 2x4 WOOD STUDS @ 16"O.G. 2x4 WOOD 5TUD5®16"O.G. -0 5HEARWALL.SEE 5HEARWALL PLANS d 2x4 WOOD STUDS®lb"O.G. 5HEARWALL.SEE 5HEARWALL PLANS d Z N 2x4 WOOD 5TUD5®16"O.G. SCHEDULE FOR ADDITIONAL 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL " O Q u' d 2x4 WOOD STUDS®I6 O.G. 5HEARWALL.SEE 5HEARWALL PLANS d INFORMATION SCHEDULE FOR ADDITIONAL I 2x4 WOOD STUDS®16"O.G. INFORMATION SHEARWALL.SEE 5HEARWALL PLANS d 56HEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL Lu INFORMATION TRIPLE 2x4 SILL(P.T.ON BOTH FASTENED 5GHEDULE FOR ADDITIONAL INFORMATION U J w TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED P.T.2x4 SILL FASTENED TO CONGRETE N Q INFORMATION SINGLE 2x6 SOLE TO GONGRETE WITH g"DIA.x 12"LONG TO GONGRETE WITH J"DIA.x 12"LONG WITH J"DIA.x 12"LON6 HOOKED ANGHOR SINGLE 2x6 SOLE Lu N PLATE,TYP. HOOKED ANGHOR BOLTS®480 O.G. AND HOOKED ANCHOR BOLTS®48"O.G. AND BOLTS 6 48"O.G. AND b"(MIN)FROM PLATE,TYP. °T46 APA RATED CHORD.FIRE RATING 6"(MIN)FROM BUILDING GORNER5,WALL 6"(MIN)FROM BUILDING GORNER5,WALL BUILDING GORNER5,WALL ENDS,AND J"TdG APA RATED PLYWOOD 5UBFLOOR REQUIREMENTS W/ ENDS,AND DOOR OPENINGS. ENDS,AND DOOR OPENINGS. DOOR OPENINGS. CHORD.FIRE RATING PLYWOOD 5UBFLOOR REQUIREMENTS W/ � ARGH'L DW65. PROVIDE.�j AND INSTALL FELT BOND ARGH'L DWGS. T.O.5UBFLOOR Ai--, T.O.SUBFLOOR EL.SEE PLAN O IMPEL.SEE PLAN � }- PROVIDE AND INSTALL FELT BOND BREAKERA6AINSTEF00 ING/WALLO,U�P. T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED T.O.WALL EL.SEE PLAN EL.5EE PLAN AGAINST FOOTIN&/WALL,TYP. EL.SEE PLAN GONG.SLAB ON GRADE,SEE PLANS PRE-ENGINEERED '! ( T.O.SLAB T.O.SLAB � 'I FLOOR TRUSSES, 3 w �•._.._,- �' .y. EL.SEE PLAN EL.SEE PLAN _ G \, SEE PLANS s Al ly: 0 0 ~ • •A W i (2)#4 CONTINUOUS t Z PRE-ENGINEERED TOP CHORD BAR5 TOP OF WALL GONG.SLAB ON (2)#5 CONTINUOUS ® GRADE,SEE PLANS BAR5®TOP OF WALL TRIPLE 2x4 SILL P.T.ON BOT.)FASTENED BEARING FLOOR TRUSSES, (2)#5 CONTINUOUS _ 10"WALL WITH 1 " SEE PLANS BARS®TOP OF WALL TO GONGRETE AT STAIR OPENING HOOKED ANGHOR B� DIA.x 2 LONG OLT5®48 O.G. AND O P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS PROVIDE(2)ADD L#5 6"(MIN)FROM BUILDING GORNER5,WALL O BAR5.EXTEND BARS ENDS,AND DOOR OPENINGS. WITH in DIA,x 12'LONG HOOKED ANCHOR 6" BEVELED 2x4 24"BEYOND EDGE OF C L-. BOLTS®48"O.G. AND 6"(MIN)FROM TYP. • SHEAR KEY,TYP. OPENING ON EA.51DE GONT.P.T.2xb LEDGER FASTENED co r TO GONG.W/0.151"DIA.HILTI TYPE BUILDING CORNERS,WALL ENDS,AND � DOOR OPENINGS. v X-U POWDER ACTUATED FA5TENER5 s W `n ®I6"O.G.STAGGERED.CEILING r- Q STRAPPING SHALL BE FASTENED Cie- TO LEDGER W/(2)8d NAILS a Lo B.O.FOOTING J.• . ' qV EL.SEE PLAN r N (2)#4 GONTINUOU5 N FOOTING SHALL BEAR ON BAR5®BOTTOM OF NATURAL,UNDISTURBED FOOTING 0 10"WALL 5UB-GRADE OR PROPERLY 5 J COMPACTED GRAVEL FILL 10"WALL o 3 SECTION THRU GARAGE AT PARTY WALL ' SCALE:3/4"=I'-0" '- E o V) PROVIDE AND INSTALL FELT BOND BREAKER WHERE GONTINUOU5 GONTINUOU5 PROVIDE AND INSTALL FELT SLAB IS POURED AGAINST BEVELED 2x4 BEVELED 2x4 BOND BREAKER WHERE a N 0 SHEAR KEY,1YP. FOOTING/WALL,TYP. GONG.SLAB ON FOOTIN6/WALL,TYP. SHEAR KEY,TYP. SLAB IS POURED AGAINST o 6° GRADE,SEE PLANS TYP. 6° GONG.SLAB ON TYP. GRADE,SEE PLANS Q9 1-• y _ • 1,• O Sig B.O.FOOTING B.O.FOOTING • .• (2)#5 CONTINUOUS I I'-10° I EL.VARIE5 EL.VARIES • BAR5 0 BOTTOM OF L SEE PLAN I-10 (2)#5 GONTINUOU5 SEE PLAN BARS®BOTTOM OF FOOTING v v FOOTING FOOTING SHALL BEAR ON m m FOOTING SHALL BEAR ON NATURAL,UNDISTURBED NATURAL,UNDISTURBED 5UB-GRADE OR PROPERLY 5013-6RADE OR PROPERLY 3 GOMPAGTED&RAVEL FILL. COMPACTED GRAVEL FILL. � SECTION THRU FOUNDATION AT PARTY WALL 0 SCALE:3/4°=I'-0" 4 5EGTION THRU FOUNDATION AT PARTY WALL AT GARAGE SCALE:3/4°=I'-O° a 0 a 0 G CAMERA•O'NEILL wwCONSULTING ENGINEERS Structural Engineering-Design iq Black Point Lane Camera/O'Neill Portsmouth,Rl o:en Ccniullny Engineers gos.578.ag83 GENERAL NOTES: CONCRETE NOTE5: STRUCTURAL LUMBER,EN6INEERED LUMBER: I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 1.ALL MATERIAL AND WORKMAN5HIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF"TIMBER CONSTRUCTION DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 4.596 AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE"NATIONAL DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRANINC75 WITH EXISTING FIELD CONDITIONS STRESS-GRADE 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 GEOTEGHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADE-5 AND DE516N VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: , bbGG ,r STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=t 300,000 P51, L /tom - w Z=W 0 E% 2.ALL 516NIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 DAYS JOI5T5/RAFTER5/3EAM5:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400,000 P51 W o THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETT^EEN 4.5%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PIPE NO.I,E=1,400,000 PSI t� �-� > c a_ �'.. W U ACC �O > C m 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb®I6'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL °C 0 W o t p GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND 5TUD5 ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN __,, 0 r- oQ ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TE5TIN6 LAB ON FASTENERS a 16'O.G. - U x m v 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO PERMIT SET U Z o TRADES DRAWIN65 PRIOR TO CONSTRUCTION. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS 5HALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF 5TUD5 °C U AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. CODE 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 GORE(IBC),2015 EDITION 5.WOOD COLUMNS MADE W1TH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 160 NAILS.NAIL RELATED REFERENCE:A5CE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH 51DE-5 STAGGERED 4'APART. CONCRETE USED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-EN6IN�RED WOOD TRi_>S5E5: FLOOR LIVE LOADS: CONCRETE. 6.UNLE55 OTHERWISE NOTED,ALL EXTERIOR OPENIN65 SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL I.WOOD TRUSSES SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: HE16HT STUDS AT EACH 51DE OF THE OPENIN6.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LESS THAN I.HOOD �,"PUBLISHED TRUSSESSHALL BY THE TRU55 PLATE INSTITUTE. PRIVATE ROOMS 4 CORRIDORS SERVING THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE R.LL HE164T STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. - PUBLIC ROOMS 4 CORRIDORS 5ERVIN6 THEM:100 P'5F 2.ALL ROOF TRUSSES AND OVERHAN61N6 WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER 4.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 51MP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. SNOW AND ROOF LOA05/FACTOR5: ENGINEERING REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE 51MP50N LS5U SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRL66 MANUFACTURER'S REQUIREMENTS. MIN.ROOF LIVE LOAD:20 PSF SUBMITTING,TO ARCHITECT.SHOP DRAWIN6 SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,1 EN6TH5,LAPS, GA.RIDGE 5TRAP5(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3.WOOD TRU55 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP FLAT ROOF SNOW LOADD(Pf):30 PSF 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DE-516NFJ7 FOR THE RILL CAPACITY OF THE SUPPORTED GROUND SNOW LOAD 30 PSF BENDS,DETAILS,ETC. DRAWINGS BEARING SEAL AND 516NATURE OF THE DESIGN PROFESSIONAL ENGINEER,REGISTERED IN THE STATE OF NEW PORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):1.0 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 30,BUT IN NO CASE SHALL THEY BE MEMBER. SUBMITTING K.ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; SNOW EXP05URE FACTOR(CC):ID LESS THAN 2'-0°OR 48xDIA. TRUSS DETAIL SHEETS SHOWING,CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(CV:1.0 .PROVIDE AND INSTALL DOUBLE FLOOR 015T5 OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUSS CONNECTION HANGERS FOR II.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,Fy=60 KSI PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS 6EOTECHNICAL FACTORS: 12.ALL WELDED WIRE FABRIC,SHALL BE LAPPED TWO(2)FULL MESH PANELS AT 51DE5 AND EN05 AND BE SECURELY DESIGNER),ETC. FROST DEPTH:Y-b" WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRE55URE TREATED WITH PRESERVATIVE. ASSUMED 501L BEARING CAPACITY:SEE"FOUNDATION NOTE-5"IT 15 A55UMED THAT 4.TRU55 DE516hER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING,THI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT 11.EXTERIOR WALL SHEATHIN6 SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.J"HUBER"ZIP'SYSTEM 15 FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENT5.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND OUTS PERMITTED,"ZIP-R"INSULATED PANELS ARE SPECIFICALLY PROHIBITED.5HEATHIN67 SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LE55 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, SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE, TC E .TRU55 DE516NER SHALL CAREFULLY Z OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL ENGINEERA�LOCAL AGENCIES.TO COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING,FIXTURES,INGLUDIN6 BUT NOT LIMITED 0 TEST AND EVALUATE THE 51TE IN,AROUND,AND BELOW THE BUILDIN6 FOOTPRINT TO . (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO TU55,SHOWER UNITS,WITH THE 6.C.,ARCHITECT,AND MECHANICAL DE516N. N VERIFY THESE A551,114PTION5 AND PROVIDE A 6EOTECHNICAL EN6INEERIN6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.51,15-FLOORING SHALL BE 3/4"TONGUE 4 GROOVE APA STRUCTURAL I RATED 5HEATHIN6 EXPOSURE I UNLESS w PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN 5U5-FLOOR TO SUPPORTING FRAMING,WITH INDUSTRY STANDARD SUB-FLOOR 5.DEAD LOADS: ae WIND FACTORS: REINFORCED CONCRETE"AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS®6"O.G. ROOF TRUSS TOP CHORD DEAD LOAD:10 P5F RISK CATEGORY:II ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 P5F 6A51C WIND SPEED M:130 MPH AND AGI-305r306 GUIDES FOR HOT/GOLD WEATHER CONCRETING. FLOOR TRUSS TOP CHORD DEAD LOAD:15 FSF EXPOSURE CATEGORY:B 16.G.G.SHALL COORDINATE ALL CONCRETE FtNI51 IE-5 WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL 13.ROOF 5HEATHIN6 ON FLAT ROOFS SHALL BE MINIMUM "T4G APA STRUCTURAL RATED SHEATHING. FLOOR TRU55 BOTTOM CHORD DEAD LORD:10 PSF TOP06ZAPHIC FACTOR(Kzt):1.0 BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF 5HEATHIN6 ON NON-CURVED SLOPING,FRAMING,SHALL BE MINIMUM 5/8"T46 APA STRUCTURAL RATED ENCLOSURE CLASSIFICATION:ENCLOSED 6.TRUSS DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES l4ffIGH MEET A LIVE LOAD PRODUCE THE DESIRED ARCHITECTURAL FINISH. G.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TRU55E5 WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF INTERNAL PRESSURE GOEFF 6Gpl:tO.18(ENCLOSED BLDG) CON50LIDATIN6 CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY CN SALIENT CORNER DISTANCE:b-0" CONSOLIDATED CONCRETE POUR FREE OF V0105 AND/OR"HONEY_COMBING". 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING,FRAMING SHALL BE NAILED WITH 8d NAILS NOTTHE LE-55ER OF 3�4°OR L`360 UNLESS SPECIFICALLY APPROVED OTHERWISE. 0 ROOF PITCH:21-45 DEGREES MORE THAN b"O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4"O.G.IN AREAS WITHIN 48"OF 1.WOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DE-516N AND INSTALLATION OF ALL TEMPORARY W COMPONENTS AND CLADDING:UNFAGTORED WIND LOADS 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RI06E5,HIPS,RAKES,AND EAVES. ERECTION BRACING. H- ZONES I,2 4 3 ROOF WIND PRESSURES DE516N,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O TRIG AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID"HONEYCOMBING"AND VOIDS IN CONCRETE lb.ROOF SHEATHING ON CURVED FRAMING MEMBERS 5HALL BE THREE LAYERS OF J"APA RATED PLYWOOD 8.TRL65 SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 10 5F 30.4 PSF 35.6 P5F 35.6 P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-5TAGIN6 CONCRETE VIBRATORS IN CONGESTED.AREAS,MODIFIED SHEATHING,WITH END AND SIDE JOINTS 5TA66EPED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING, CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING Z N 20 5F 28.9 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 51UPPORTIN6 FRAMING,WITH 8d RINK-SHANK NAILS @ 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 50 5F 26.8 P5F 32.0 PSF 32D P517 CONTRACTOR'S DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. 100 5F 25.2 F5F 30.4 P5F 30.4 P5F Q 15.CONCRETE VOIDS AND EXCESSIVE"HONEY-COMBING"SHALL BE DOCUMENTED AND REPORTED TO THE 11.50LID BLOCKING,SHALL BE PROVIDED AT RIDGES AND EAVE5 TO SUPPORT AND FASTEN PANEL ED6E5 IN cy- ZONES 4 4 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PRROFNG,DRY-PACKIN6,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR W 0 "FLOATING"THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING Z Z L TRIG AREA ZONE 4(FIELD) ZONE 5(CORNER) SIGNIFICANT VOIDS. CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. 10 SF 33.0 P5F 40?PSF W 20 5F 31b P5F 35.0 P5F 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP '^ STRUCTURAL STEEL NOTES: Z `J 50 5F 2cIb P5F 343 P5F DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 100 5F 28.4 P5F 31.6 P5F I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISG SPECIFICATIONS AND CODES, TO:FRAMING,LAYOUT PLAN,MEMBER SIZES,NAILING,PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, C) 500 5F 25.2 P5F 25.2 PSF LATEST EDITION. CONNECTION HANGERS.BLOCKING,BRIOCANR,AND SQUASH BLOCKS. CL W FOUNDATION NOTE-5: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL BE A5TM Ag92 FY=50 K51.BASE PLATES, 9.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(1-5L),AID PARALLEL STRAND LUMBER(P5L)SHALL U _j Lu CHANNELS,AN6LE5,AND MI5C.5TRUCTURAL STEEL SHALL BE A5TM A-3(i,FY=36 K51.ALL SQUARE AND w Q Q BE VERSA-LAM BY 8015E CASCADE OR EQUAL. I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H55)SHALL BE A5TM A-500 GRADE B FY MINIMUM 46 K51. N CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING,MINIMUM PROPERTIE5:FB=3100 PSI,FT=2150 P51,Fr,='750 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF A5TM F1554 AND P51 FC=3000 PSI,FV= 285 PSI,E=2,000,000 P51 2.ALL 501L SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A30T 5U56RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P5L GOLUMN5/PO5TS SHALL HAVE THE FOLLOWING,MINIMUM PROPERTIES:FB=2b50 PSI,FT=1650 PSI,FG=750 AT LEAST 3000 P5F.GC SHALL BE RESPONSIBLE FOR DETERMINING THE SITE`S 4.ALL BOLTS,NITS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI,FV= 285 PSI,E=1,100,000 P51 i SUITABILITY TO SUPPORT THE BUILDIN6.FURTHERMORE,THE G.G.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. O RESPONSIBLE FOR CON5TRUCTIN6 THI5 BUILDING AND SURROUNDING,51TEU8/56RADE 5 22.LVL5 AND P5L5 SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL 0 IN STRICT ACCORDANCE WITH THI5 REQUIREMENT. .ALL WELDING ELECTRODES SHALL BE EIOXX. LENGTH OF THE MEMBER. 3 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF b.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AW5'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETIN6 THE REQUIREMENTS OF A5TM 0-255c1-16. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND GAS WELDING IN BUILDING GONSTRUGTION',LATEST EDITION. 24.ALL 51MP50N CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS.POST GAPS,EGT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TE5T SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1 NO CONNECTION SHALL CONSIST OF LE55 THAN TWO 3/4"DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM 4. CORROSION RE515TANCE OR APPROVED SUBSTITUTE. EACH TYPE OF 501L TO BE COMPACTED. OF 10,000 POUNDS UNLESS NOTED OTHERWISE. Q 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE c 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN 95`?'i OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF I/4°UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. A5TM 01551 IN LIFTS NOT TO EXCEED 6"L005E DEPTH. O 9.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE $ b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TE5TIN6 LAB ULTRA-SONIC TE5TIN6. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORRO51VE O TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT STEEL TESTING AG COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED.ENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE x ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH 51MP50N PG/EPG • 1.BAGKFILL SYMMETRICALLY A&AIN5T ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 48"LONG(UNLESS OTHERWISE NOTED)51MPSON 206A COIL STRAPS.STRAPS SHALL BE r- EXCEED 2 FEET MAXIMUM DIFFERENTIAL. II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST. FASTEN STRAPS WITH W 6.SEE PLUMBING AND ELECTRICAL PRANIN66 FOR UNDER FLOOR 5Y5TEM5 AND SPECIAL 5EGUENCE-5 WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. IOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,L005E 28.ALL CEILING FRAMING(INCLUDING,TRJ55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALL5 SHALL BE MILL SCALE AND OTHER FOREI6N MATERIALS AND RECEIVE ONE COAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING 9.NO FOOTIN66 OR SLABS SHALL B UB E POURED INTO OR AGAINST 96RADE CONTAINING .FRAMING,WITH ARCHITECT OF RECORD N FREE WATER OR ICE. ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. i Al 13.PROVIDE 4 INSTALL "FULLY WELDED AND FITTED WEB STIFFENERS BOTH 51DE5 AT ALL BEARING 4 POINT 24.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE 4 INSTALL 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE CONTINUOUS 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DEGKIN6 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#10 DECKING,SCREW 5U86RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTEGHNIGAL ENGINEERS THROUGHTOP OF RAFTER. 0 D OF RECORD. 14.GUTS,HOLES,OPENINGS,ETC.REQUIRE IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF j II.FORGES DUE TO HYDROSTATIC PRE59JRE HAVE NOT BEEN CONSIDERED IN THE 30. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL.CENTERED ON THE PRE-EN6INEERED WOOD RIM TRU55. z w` HOLES OR GUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN t (V PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD. THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAILS®6'O.G. 3 GENERA OF THE FOUNDATION FOR THIS STRUCTURE.IT,E THE RESPONSIBILITY OF THE (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS, GENERAL GO OTHER QUALIFIED TO CONFIRM WITH A GEOTO ENSUEHNICAL HYDROSNCHNEER,TATIC CIVIL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS 0 b"O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS® ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE HYDROSTATIC 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND EN61NEERIN67 REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL b'O.G.(3 NAILS PER VERTICAL MEMBM.TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER m FORGES DO NOT EXIST. CONTRACTOR PRIOR TO 5UBMITTIN6 TO ARCHITECT.SHOP DRAWIN6 SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS®6'O.G.(3 NAILS PER STUD).ALL 50L.E PLATES AND TOP PLATES SHALL BE NAILED WITH 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LEA6TH5,CUTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING,PLATES,EMBEDDED 8d NAILS®6"O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HE16HT KING STUD AND JACK o (� RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) M a N 2 O • 9� j L3 J 3 Q u O U 0 0 0 M1 CAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineering-Design ii7 Black Point lane Camera/O'Neill Portsmouth,RI o26n I ALL DECK BEAMS SHALL BE I I I ,.,un ny Eng,nee,s 401.578.3983 FASTENED TO POSTS TO RESIST UPLIFT WITH 51MP50H COIL STRAPS,SEE DETAIL PROVIDE 51MP50N P66Z COLUMN GAP AT ALL DECK POSTS V• PROVIDE 51MP50N H25A UPLIFT ANCHORS AT EA.ENDS!• A A OF ALL DECK JOISTS,TYP. Ir 02 PROVIDE d INSTALL SIMPSON t Y zf y m P.T.TRIPLE 2112 BEAM(FLUSH) / „s.. N U v FASTEN FIRST J015T THROUGH ABU44 STANDOFF BASE d FASTEN I' v '— c— SHEATHING AND INTO WA �./ O W U Q°C 9 TO GONG.W//B DIA.EPDXIED /HALL I THREADED ANCHOR ROD(6" I 0 O o �cSTUDS/RIM W/Vx4'LONG g CL SIMPSON 5DW5 SCREWS AT 16" 1 I.T. x12 I ECK EMBED) P E R M I T S ET O.G. 15T ®I O. a W U Z `o 2 °` U yz Ae PRE-EN6INEERED GIRDER TRU55 OR a} +b PRO IDE I N 21 CONTINUOUS P.T.2x12 LEDGER FAG AlDOUBLE I6'L.V.L. N FASTENED THROUGH I BEAM(FLUSH) —PROVIDE 'x4°xl0°STEEL BEARING I Q Q ____ A K 15T TYP x 5HEATHIN5 AND INTO RIM p� JOIST/HALL STUDS W/(2)Y4 PLATE SET ON BED OF NON-SHRINK d x 4'LONG.51MP50N 5DW5® GROUT.FASTEN BEARIN6 PLATES TO CrI III c' I6'O.G. GONG.FDN.WALL5 W/(2)J'DIA. Se Y EPDXIED THREADED ANCHOR RODS W/ 4'EMBED. IL L I PO�S i i ?kb I 1 I I I I II 5 I I FASTEN BOTTOM�Ai FLANGE I I Ic PLATES W/(2) DIA.LA6 II II II II II II II 1 II HANGERS PER TF465 I I HAN6ER5 PER TRU55 I I DEE 50.2 I I z I i i f I I I i i I I Z 8 LL.I So.2 O V I I I 50.2 H O Z Uj i > I I 2x NAILER SHALL BE RIPPED O 11 ly _°iw N I 1 _ I 1 2x NAILER SHALL BE RIPPED ® x�l I — X�I ITO MATCH BEAM FLANC7E WIDTH FLANGE WITH�'DIA.THRU I I '® I I FLANGE WITH J°DIA.THRU I I I I D_ AND r'OUNTER5UNK D_ i i AND COUNTERSUNK 0 w II I FASTEN BOTTOM FLANGE 'fl i i FASTEN BOTTOM FLANGE Z O OP 99AM TO 1-64 C�j 1 I _ CC TRU55 PE516NER NOTE: OOST i i PLATES W/(2)�"DIA.LAG, TRU55 DESIGNER NOTE: oOST I I PLATES W/(2)�"DIA.LAG, L UMBING LINE LOCATION, �i } LUMBIN6 LINE LOCATION, w N La LL 2x6®16"O.G. TRL65 DE516NER NOTE 2x6®I6'O.G. �'9D -0 TRUSS DESIGNER 15 RESPONSIBLE FOR / 5PECIFYIN5 ALL CONNECTION AND UPLIFT I 9p I HARDWARE.TRUSSES SHALL BE O �-- OR DOUBLE 119 'L.V.L.BEAM T TYP DESIGNED TO MEET ALL BEARING OR DOUBLE 11.8 "L.V1.BEAM T TYP REQUIREMENTS.APPROACHES TO _ O Z i TRU55 OR DOUBLE IIb?5' ACHIEVE REQUIRED BEARING INCLUDE, BUT ARE NOT LIMITED TO,BEARIN6 TRU55 OR DOUBLE IIBl5' LL N ......REAM I"�- ENCHANCER5,ADDITIONAL TRUSS PLIES, 2x6 Z Q LL� _ DIFFERENT MATERIALS,ETC PlpF_ -IWFFQFQ )FR O INDICATES ADD'L LOADS I SEE GENERAL NOTES FOR ADDITIONAL I INDICATES ADD'L LOADS I Cz REQUIREMENTS/INFORMATION � LL w �T OR DOUBLE 16'L.V.L. a5T OR DOUBLE I6'L.V.L. J U w I.qk o ti S � O 5 IM5 50.1 SO.I � s w- I PROVIDE d INSTALL I U' I PROVIDE d INSTALL BEAM POCKET AND P.T BEAM POCKET AND P.T 5 BEARING PLATE TO BEARING PLATE TO ACCOMMODATE BEAM — ACCOMMODATE BEAM (D PROTECT UNTREATED PROTECT UNTREATED SIM w LUMBER WITH BUILDING 51M w LUMBER WITH BUILDING 3 6 I FELT 3 6 I FELT • 50.2 50.1 50.2 50.1 � O PROVIDE d INSTALL -ENGINEERED PROVIDE d INSTALL -ENGINEERED ? O BEAM POCKET AND P.T. IRDER TRUSS OR BEAM POCKET AND P.T. i5IRDER TRU55 OR CIO • BEARING PLATE TO ACCOMMODATE BEAM. I I ACCOMMODATE BEAM. I /1 PROTECT UNTREATED VJ LUMBER WITH BUILDING PROTECT UNTREATED e FELT O �'\ LUMBER WITH BUILDING FELT d/1� �+J :o u.I o® V.2 `1150.2 i • CN I I I 141 `` J 5 b B a a) I SO.I I I 50.1 I E o V) 7 -7 o I IO I I 10 I 50.1 50.1 o G B FIR5T FLOOR FRAMING-WALK OUT BASEMENT I C)FIR5T FLOOR FRAMING-EGRESS WIND W I c SCALE:I/4"=1'-O" SCALE:I/4°=1'-0" PLAN NOTES: PLAN NOTES GONT.. I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I.e.2J-2K MEANS 2 q. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBER5 SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. - 2'-INDICATES 51MP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50N HAN&ER5 REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S 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. eI 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Yz"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 OL05ELY COORDINATED WITH THE ARCHITECTURAL AND 5TRUGTURAL a 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 CHANCE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. ME-THOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMN5 ON PLAN MARKED"P.T."DENOTE PRE55URE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSION5,ELEVATION5,SHELVES,BEAM POCKETS,GUT-OU`r5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' a 7. ALL FULL-HE16HT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. i TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVE5,BRACKETS,GUTTERS,CORBELS,BUILD-OUT5,PAD-OVT5,AND ALL OTHER APPLIED e 5. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOAD5 SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL.FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE o CRIPPLE STUDS,"SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. o h G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design iq Black Point Lane Camera/O'Neill Portsmouth,Rl o:Bp 'OnwWny 401-578-2983 q2`/� G.H.B.,COORD. T,�`` < W oC ( o c" }"APA RATED HALL SHEATHING, :ry. U' t., v 5EE 6ENERAL NOTE5. aRGH L /// f`.�� � J F y >E C 0. — SINGLE 2xb SOLE PLATE y:,;;r=f O o LU 0 o p r./ 7 a N 2xb WOOD STUDS®I6°o.G. PERMIT SET u �z o ax M °T46 PLYWOOD a U 5UB-FLOOR. O� Uj Uj PROVIDE AND IN5TALL TRIPLE 2xb s 5TUB P05T/5QUA5H BLOCK(NOT O 5HOHN)BELOW ALL JAMB AND QP05T LOCATIONS ABOVE. LU PRE-ENGINEERED DOUBLE 2xb O WOOD FLOOR -' TOP PLATE,TYP TRU65E5,5EE PLAN5 PROVIDE 2x DIA6. BRAGIN6®4.5"O.G. 1 — tii Z 05CALSECTION THROUGH EXTERIOR HALL-PARALLEL FRAMING O E: 3/4"=I'-O" LU 0 0 CV APA RATED HALL 5HEATHIN6, G.W.B.,GOORD 5EE GENERAL NOTES. W/ARGH'L J N SINGLE 2xb 50LE PLATE 2xb WOOD 5TUD5®Ib"O.G. LLJ 4- oz Q O 7 r-°T I CG PL(HOOD Z <U-W PROVIDE CONTINUOUS 2x4 5UB-FLOOR. N 4 u- 'RIBBON°FA5TENED TO EA. Z FLOOR TRUSS W/12d NAILS w� � w PROVIDE AND IN5TALL TRIPLE 2xb w STUB 1`05T/50A51-1 BLOCK(NOT2 j 1-�� 5HOHN)BELOH ALL JAMB AND P05T LU U Q Q LOCATIONS ABOVE. 0 to wL o PRE-ENGINEERED (b HOOD FLOOR TTOPBPLATE,TYP TRU55E5,5EE PLANS L O s � W Z GH EXTERIOR HALL-PERPENDICULAR FRAMING 2 SECTION THROU 5GALE:3/4"=1'-0" p 100 "APA RATED T46 i PLYWOOD SHEATHING LAP SHEATHING — t2'-O"MINIMUM 3 Cie �+/ 1'-0'MAX N Al 2x LADDER FRAMED RAKE o J _ RED t APA 5TRUTURAL I RATED HOOD ROOF G 2 EXTERIOR PLYWOOD TRU55 5HEATHIN6.SHEATHING 5HALL PRE-EN6INEER m EXTEND TO TOP OF CABLE WOOD 6ABLE END TRU55 � END ROOF ' N TRU55 5EE ARCH.FOR EXTERIOR FINISHES,TYP. o M u N (DRAKE LADDER FRAME DETAIL AT TRU55E5 CALE:3/4"=1'-0" 0 G a x e U O O a3 d ti U a 0 u 0 d a h CAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineenng-Design LADDER FRAMED RAKE5 NOTE I u7 Black h,Ri Lane LADDER FRAMED RAKE5 ARE NOT SHOWN I I Camera/O'Neill Ptxu4omLo�.=93 "Itny Engirees FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION TRU55 DESIGNER NOTE J/�,GE Y TRU55 DESIGNER 15 RESPONSIBLE FOR SPECIFYING ALL CONNECTION AND UPLIFT HARDWARE.TRUSSES SHALL BE I I i�. �t^ DESIGNED TO MEET ALL BEARING ' T REQUIREMENTS.APPROACHES TO / G !L Z Z Lu mg o ACHIEVE REQUIRED BEARING INCLUDE, ',,':* .:+--,^ J� 1 H(3 m N u / + 1.y�,. BUT ARE NOT LIMITED TO,BEARING �. 1. 1 >o c a ENGHANGERS,ADDITIONAL TRUSS -� <- 2) N PLIES,DIFFERENT MATERIALS,ETC, �;���/ oe W r--GO"+TI US 2x8 LEDGER � 0 W V PROVIDE D OW� DOUBLE JOISTS SHALL_ � __ OF FULL DEPTH SOLID BE CENTERED BELOW FA5'$�THROUGH SEE GENERAL NOTES FOR ADDITIONAL I I C o 0 pp g BLOCKING DIRECTLY JACK STUDS ABOVE SHEATHIN6 AND INTO BEAM W/ REQUIREMENTS/INFORMATION ~- ~ 3 a BELOW WALL ABOVE TAPERED 2x8 ROOF Wx 51MP50N 505 SCREWS PERMIT SET " ^z o JOISTS®Ib'O.G. 1 6 Ib°O.C.STAGGERED 2 (FLU54 BOTTOM)(MIN. TRU Y ? U � b'DEPTH REMAINING) 1 t TRU BLOCKING BLOC IK NG � b SS Q ryk Q �b+�j� PROVIDE AND INSTALL SOLID c �� PROVIDE 2x SLEEPERS IN- I 'y( 0 I Q•Q BLOCKING EA.SIDE OF ALL RIDGES, I { AREA SHOWN HATCHED AS — — — TRIPLE CIS. .V _ VALLEYS 3 HIPS AND AT ALL EAVES TO SUPPORT AND FASTEN SHEATHING REQb TO ACCOMMODATE TR 2x iPL 2xb TRl 2 b --- -- - - - - - -- - - - PANEL EDGES.SEE GENERAL NOTES JT � 3 3PROPOSED FLOOR �ELEVATION.GOORD.VYlc� ARCHL DRAWINGS i��i�e E� B FIRST RAFTER/FIRST TRUSS PLE x itpLE 2x TRIPLE 2xb IPLE b TRl E 2xb TRIPL 2xb Xf Iuu{ �� �� dll� be FASTEN FIRST RAFTER/7Rl$5 THROUGH I HEAD HEA HEA HEADE1 kDER FEN ER I 7+ SHEATHING INTO WALL 5TUD5lIRU55 _= ——— ——— ——— MEMBERS W/Ys°x4%,"51MP5ON 50H TRIP] 2xb TRIPLE 2xb TRIPLE 2xb 5GREW5 AT I6"O.G.5TA66ERED PROVIDE SIMPSON LU528 NNLESS OTHERWISE NOTED) FACE MOUNT HANGERS AT PROVIDE 51N6LE1. ALL J015T5 II.b15'L.V.L.RIM P05T DOWN TO TRIPLE LU526-2 FACE ;I ABOVE EXTERIOR MOUNT HANGERS AT WALL BELOW I!. CATE5 APPROX.PI PRE-Lr,,NEJL 2 1 C40121I W4 TR 55E5® 4"O.G. SO 2 HAN PER TFU55 I I z I I Z � 50.2 ;O WZ LLu J C® I ® -z TRUSS ry BL KING, iY NOT jt� E h+�� - - - HAROPb IRE PER + O DESIGN ,TYP. g� 2x AILER SHALL BE RIPPED PROVIDE AND INSTALL 4b"LONG,20 6A { D RDER �T dS AND FASTENED TO TOP P05T UP A D OVEP50N COIL R THE TOP OFP FROM NT}fEI BEADE OM, BEAM,SEE PLAN } _ N AND DOWN THE OTHER SIDE.FILL ALL M.IXCQ Z 4- BOLT ®24.O.G.STAGGERED AVAILABLE NAIL HOLES WITH IOd NAIL5. 67.0 NO 2� Q N _A kin Ca INIEIRr5l INKSTOP MIDDLE PLY SHORT OF STEEL 130TTOM OF P05T 51M,5EE GENERAL NOTE5 G.G. LL VIDE e INST J Q TAPERE WLj TION AE REQUI D TO PR VIDE ITIVE RAINA LL 70 psT L.V1.PLIE5 SHALL BEAR DIRECTLY SIMPSON PG OR EPG POST GAP, I AND EVENT ONDI ON FL I Q SEE GENERAL NOTES ROOF 2x oc_ PRE-ENGINEERED GIRDER TRUSS P.T.POST PRE- 61NE tD r� � QQ z SEE PLANS ® "O.C. p p Z U Q cn ;n E 20 O tW Q LL I _ I+'�,� I p 2x " LL Q GIRDER TRU55 -- TRU55 � B`E g I TYPICAL PECK/PORCH BEAM 5TRAP DETAILTRUSS KIN6, 2xb ' U J TR I R NO D II 15" VL. AM Zx6 pOSs SCALE:3/4=1-O BL KING, !NOTE N Q r- PLUMBI LINE LOCATION, NOTE w N G .SKY 16HT 2r I 1 GooRD. ARGHJG.G. _ 4 I I IMENSl W/A CH'L L.2x ry TRIPL 125° LE J, p DBi.IBE M D per( PROVIDE TRIPLE 2xb 2xb +^ OV1 GONNE ION 2x6 �S• �. ry p� �hQ� oj�?( H WAR PER A�. O 0. �. 16NER TYP. gT� BELOWPRE-ENGINEERED +6�"per d 2xb S y 'RE--ENeNEERED'H000 RDER WALL(SHOWN SHADED) J A 17 z uj THI5 WALL 15 THE PARTY HALL BETWEEN UNITS _ CO OR:).ATTIC ACCE5E TRUSS DIMI N51ON5 ARCH' DW65 BLc CKIN&, Q +6 DOUBLE 11.b15° +3r5E NOTE a O 2xb®Ib"O.G.BEARING �� 0.w L V ° -� I I I Q m 2x4®16"O.G.BEARING 2 TH15 WALL 15 THE PARTY p C1 11 PRE- 61NE �/ LO 5�0� TR ® 4°O.G. w C, ^' 2 W W V Z • N w Q N�_2�lvl+ r a) DOUBLE II&V L.V.L. TRI 2xb IPLE 2 TRI b IPLE 2 • ————— TRIPLE II b15°L.L.HEADER 74e ————— HEABEAM R m 'A `� { TRUSS J I BLOCKING, I SEE NOTE - M ARCHITECTURAL ^ EMBELL15HMENTS BY OTHERS. a `4 COORDINATE WITH ARCHITECTURAL DRAWIN65 I I I c 'o B SECOND FLOOR FRAMING SCALE:I/4'=1'-O° ROOF FRAMING A G SCALE:1/4"=1'-O° PLAN NOTES: PLAN NOTES GONT.: I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMEN51ONAL STUD LUMBER AS ADJACENT STUDS.(I e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6E0 TOGETHER IN ACCORDANCE WITH MANUFACTURER'S FULL-HEI6HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENT5 AND PREVAILING STATE BUILDING CODE. W612 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS 2. - -INDICATES 5IMP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REOUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S 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. d 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 a 4. UNLE-55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY T14E 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,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL ~ b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' o 1. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. a TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUT5,PAD-OUTS,AND ALL OTHER APPLIED b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE o CRIPPLE STUD5,"SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. o N G CAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineering-Design u7 Black Point Lane Camera/O'Neill Portsmouth,RI 028n ,ons�luny Engineers 401.S78.2983 L:F NE W r- Lr .71 w ZZUA y Eo mwi ad C04 Uv, w0W Ot O J U s t 3 1� PERMIT SET u z o ag U Q SWI SWI = —7 AT WALKOUT BASEMENT OPTION,PROVIDE°STI" STRAP HOLDOWN5 IN LIEU OF"H2"HOLDOWN5 AT FIRST FLOOR FRAMING 5TI 5TI . — 4F H2 H2 5WI 5W = SWI s Z 0 N ZW ADJACENT ADJACENT UNIT UNIT 00 0 THIS SHEARW 0ALL 15 THE THI5 5HEARWALL 15 THE- V) Q PARTY WALL BETWEEN UNITS PARTY WALL BETWEEN UNITS Z IN or Q = CN Q O 10 Q Z = Q tip I- N Cie di J 6i 6i 0 w u Q H2 H2 00 5W3 00 L 0 3 x W 0 Z p _ O i %0 ADJACENT L ADJACENT e UNIT UNIT 7 L^ 3 � `+J �' z N 0 00 z �Z N. a � r— r • O r ' O M 10 10 N 0 N „ FIR5T FLOOR 5HEARWALL5 c r. A5EMENT 5HEARWALL5-WALKOUT BA5EMENT OPTION EA' SCALE:I/4°=1'-0" ALE:1/4"=1'-0" SHEARHALL SCHEDULE z 5HEARWALL PLYWOOD 51 IEETROCK WALL 5TUD5 BLOCKING, NAILING HOLDOWNNO�S: ID TAG, FACE FACE ®PANEL EDGE5 0 EDGE5? PANEL EDGES I. ALL THREADED ROD HOLDOWN5 SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER 51NOLE 2. BLOCKED 5d 0 6"O.G. ACCORDANCE WITH MA'*,1FAGTURER5 REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWN5 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. SW2 NONE INNER SINGLE 2x BLOCKED #6 SCREWS®4"O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,-5TI-STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO SW3 EITHER BOTH SINGLE 2x BLOCKED bd®6"O.G. z BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL o DETAILS FOR THER INFORMATION. 4. ALL DIMENSIONS,ELEVATIONS,SHELVE5,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS HOLDOHN SCHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO f{pLpp� THREADED 3 CONSTRUCTION.5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS.THIS PLYWOOD TIE PANEL SHALL BE ID TAG 51MP50N HOLDOWN FA5TENER5 ROD EMBED.INTO CONCRETE c FASTENED TO THE BOTTOMON PLAN MODEL+� FASTENED TO: TO FRAMING DIAMETER CON OF ALL UPPER FLOOR STUDS WITH 8d NAILS®6°O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE 14 PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS A 6°O.G.AND TO THE TRU55 VERTICAL MEMBERS H2 HDU2-50525 DOUBLE WALL STUD 505 SCREWS 5/5"VIA. 12" WITH 8d NAILS®6'O.G.(3 NAILS PER VERTICAL MEMBER).THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR 5TU05 WITH 8d C/o) H4 HDU4-SD52.5 DOUBLE WALL STUD SDS SCREWS 5/8"PIA. 12" NAILS®6"O.G.(3 NAILS PER STUD).ALL 50LE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS®6'O.G."EXCEPTION:PLYWOOD PANEL SHALL 5TI G5-20x54"LONG DOUBLE WALL STUD (2&)IOd NAILS ABOVE AND BELOW RIM BE FASTENED TO EVERY FULL HEIGHT KING 5TUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) 0 a 0 ti GENERAL NOTES: GENERAL NOTES: GAS FURNACE W/SPLIT AIR CONDITIONER SCHEDULE IL 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE LABEL(ID) MAKE MODEL(INDOOR UNITS HP B� B� VOLT PH AMPS FUSE MODEL 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 GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR AHU-I/CU-1 HEEL N9MSE0401712A 1/2 40,000 39,000 115 1 8.3 15 EDM4X24L17 NXA624GKA 2.0 16 208:'230 1 17.7 30 AMP SEE NOTE 1 ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALL 10. ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC AHU-2lCU-2 HI?II N9MSE0401410A 112 40,000 39,000 115 1 6.6 15 EDM4X18L14 NXA618GKA 1.5 16 2081230 1 11.8 20 AMP SEE NOTE 1 LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED PRESSURE DROP. NOTES:1.PROVIDE SPLIT SYSTEMS WITH HIGH/LOW PRESSURE SAFETIES,TXV VALVE,CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS. ZZ m Ea TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE 11. THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED. 2.PROVIDE AUXILARY DRAIN PANS. '�'0°� H c 0- FOR PERMIT COSTS. FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE O W U > AIR DEVICE SCHEDULE min us c m" 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED Q o Oc O _ e HAVING JURISDICTION.IT SHALL ALSO MEET THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES U = t r m 2016 NEW YORK STATE UNIFORM LADE SUPPLEMENT. SURFACE,BE AM TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. CD-1 HART&COOLEY A692M 12x6 7"¢ SEE PLANS 2-WAY CEILING SUPPLY DIFFUSER - � �Z U 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 FG-1 HART&COOLEY 421 12x6 7"t SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR Q FULLY INFORM ITSELF OF ALL CONDITIONS. DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M I S02 RR-1 HART&COOLEY 661 12x12 - SEE PLANS WAI,I,RETURN GRn.i.F 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS. CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AM RR-2 HART&COOLEY 661 14x24 SEE PLANS WALL RETURN GRILLE ��``„�-,7-NE V*,,, RR-3 HART&COOLEY 661 24x 12 - SEE PLANS CEILING RETURN GRILLE 4 AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND PROJECT. APPLICABLE CODE REQUIREMENTS. NOTES:1.COORDINATE AIR DEVICE LOCATION,QUANTITY,THROW,SiZE,AND CEILING TYPE HARDWARE BEFORE ORDERING. 13. ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS. 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. 6. THE MECHANICAL CONTRACTOR SHALL SUBMIT 0&M MANUALS AT THE CONCLUSION OF THE 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN,BALANCE PER CFMS LISTED. PROJECT. 14. APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK '�"•y1. _ S;_'' 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 ••,�,,,,.,,.;::'. � MANUFACTURERS RECOMMENDED CLEARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFY THE ARCHITECT 15. COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS, EXHAUST AND SUPPLY FAN SCHEDULE ' FOR A RESOLUTION. EXTERIOR WALLS,HEAT SOURCES AND SUPPLY AM DEVICES. LABEL(ID)MAKE MODEL CFM S.P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH EF-1 PANASONIC FV-05-i i VKS1 90 0.2" 120 1 0.16 - 4" SEE NOTE 1,2,3,4 INSULATION TO MEET CODE REQUIREMENTS,DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE HEF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 1,2,3,4 METAL WRAPPED WITH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCTWORK SHALL SF-1 FAN TECH j FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 5,6,7 BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO 14'M/UGMUM.ALL EXHAUST AND INTAKE DUCTWORK SHALL BE METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO NOTES:1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. y 2.PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. Z MEET CODE REQUIREMENTS. 3.INSULATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION. 0 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. h 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD ail 6.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER OC 7.PROVIDE WITH CONTROLLER,MOTORIZED DAMPER,FAN WITH EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM. NOMENCLATURE ELECTRIC WALL HEATER SCHEDULE LABEL(iD)MAKE MODEL CFM HTR WATTS VOLTAGE PH AMPS NOTES -u-- UNDERCUT DOOR 1" WH-1 QMARK CWH-1202 65 1,000 240 1 4.2 SEE NOTE 1,2,3 C) N NOTES:1.FURNISH WITH TNTEGRALTHERMOSTAT. 0 EXHAUST FAN 2.FURNISH WITH DISCONNECT. N In] 3.PROVIDE WITH ALL NECESSARY HARD WARE. w ® FLOOR OR CEELING SUPPLY DIFFUSER 0 M .- ZW J FQRETURN GRILLE Q Q L1J Uw 0 MANUAL VOLUME DAMPER ZO Q U Z (L =��/ o-- MOTOR OPERATED ZONE DAMPER U 0 L U Uwz Q Q Lu THERMOSTAT `Q N O Z 0 0 m CV a ul Z CV N C E M CV ZZW E°' U b.-y 1- mC CO C W V Q& -5 Q W C m r 0CL m� V t=i m v nZ o m U Q Lt '' ' r'T••j i ......... 7"b 7"+ CD-1 75 CFM N 7"4 O SQ CD-1 75 CFM w 0 6x12 1ST FLOOR ZONE DAMPER Z Q RR-1 (V 10"0 ZONE 200 CFM J 0 DAMPER OB CL N w L 16x12 U U U C 7¢ 0 _ M 4"0 EXH EF-I J LL UP ~ iv 4"¢EXHAUST AHU-1 CZ 7„4 Lu W 16x12 U AIR FRESH L 0 W LL- 12"0 BYPASS 12"0 RETURN a: Lu ' VI//DAMPER Up 7"HONEYWELL CD-1 DeQ J O A DAMPER 50 CFM U m w U 0 HONEYWELL W8150 FRESH AIR CONTROLLER. Z 0 0 c - N 7¢ Lo Z N a) N E M N 1 UNIT"A"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" lu E CU-I ma0 Z2.0 TON a a N = ql y- m N c a W V QO • t °L0Lu pt O� CU-2 U = ; °' 1.5 TON Vrl Z o ac U Q �,A411.1INIJJry/�� ,r✓1�-N e,.. CEO FG-1 EF-I 65 CFM CD-1 CD-1 'f,�, 135 CFM , �' 80 CFM 80 CFM 4 a� 7"¢ 7"¢ FG-1 FG-1 135 CFM 135 CFM �; EF-1 7"� vi Z 0 F- e v� KITCHEN HOOD W/ o- V) WLINE EXHAUST IN ATTIC.INTERLOCK S'C Z EXHAUST FAN WITH MAKE 6 0 DOWN Q UP AIR FAN. 10"0 UP THRU J C) 7"0 FRESH AIR UP ROOF ti 7 7"0 FRESH AIR � N rq 114 UP TRHU ROOF 0 10"0 UP THRU ROOF, 6"0 EXH UP INLINE HOOD EXH. O 4"0 EXH DUCT N FAN IN ATTIC CD-1 (HEF-1) 65 CFM O � LL _ M 10"0 KITCHEN HOOD 7"0 FRESH AIR DN 7"�FRESH AM CD-1 T1¢ AIR FROM 0 O EXHAUST UP q"Q}EXH DUCT 14x 14 FRESH - y 65 CFM ABOVE Z 12"0 RETURN RR-2 DOWN 555 CFM QT 1 $ O i x MOD � 4"0 EXH DUCT DRYER r SF-1 W T Z � \ ' DOWN BOX - c O LL d 06W =EF-ICal _ rn m u ~ LLI J Q 75 CFM 7"{ '' Q CD-1 v w �_ U 0 7"f FRESH AIR 7"0 FRESH AIR DN 55 CFM m LL h t7l, EF-I 14x14 MAKE UP AIR GRILLE OD RR-3 6"0 FRESH AIR 650 CFM UP THRU ROOF Z T � 2 O _ m - O N Q � AHU-2 6"HONEYWELL . r- Y8150 SYSTEM& W8150 CONTROL LO PROVIDE ACCESS C N FOR SERVICE. FG-1 cN J N 75 CFM 7"+ CEO (1 7"¢ E U WH-I CD-1 CD-1 N 120 CFM 120 CFM M N 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN M-2 SCALE:1/4"=1'-0" M-2 SCALE:1/4"=1'-0" Z Z°' E y�09 CA0 co H m C o CWU QF. F C.E — r a m� N U U ^Z o 0 U Q H Z O h 1 W od O� Z N 10"0 HOOD EXH 101 0 BATH EXH TV FRESH AIR INTAKE O W/CURB&CAP TERMINATE W/ROOF CAP TERMINATE W/ROOF CAP L N r7iLL 600 CFM INTAKE CURB AND CAP M O--4"DRY VENT O J � Q II NOTE:ALL ROOFTOP PENETRATIONS SHALL BE THROUGH FLAT ROOF AREA Z Z \ O Q LL a 2 w u U J Q N w Q o � u 0 O--GAS FURNACE 6"0 FRESH AIR INTAKE CONCENTRIC VENT TERMINATE W ROOF CAP Z O O L— I\ - � N Qa � Lo Z C N 0 O� N E M N 1 UNIT"A"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. MOUNT 48'MAX AFF WALL MOUNTED TWO TONE DOOR CHIME. PHASE/WIRE:1/3 MOUNT T-0'AFF Q� SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE 120/240 `QP 3 MOUNT THREE AY WALL MOUNTED SWITCH, A.I.C.:22,000 us S o� `P 94 C U� MOUNT 48'MAX AFF U.N.O. �,w m c C Q CD 4 FOUR WAY WALL MOUNTED SWITCH, `P o W u Q� •�'° MOUNT 48'MAX AFF U.N.O. CIR. TRIP NO. N0. TRIP CIR. oc p= ?0 om O NO. AREA SERVED AMPS A.W.G.POLES POLES A.W.G. AMPS AREA SERVED NO. O S 120v,MULTI-STATION SMOKE ALARM V = n; m WITH 9VDC BATTERY BACKUP LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UT'ILITY) U z o co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 a u WITH 9VDC BATTERY BACKUP EP 20 — ELECTRIC POWER PANEL 3 RECEPTACLES:MEDIA PANELS(BSMT) AFCI #12 1 20 RECEPTACLES:BSMT BATHROOM 1 #12 AFCI DEDICATED GFI(1) 4 MP puu,wah. O MEDIA(TEL OR CATV)PANEL LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st), 20 20 RECEPTACLES:1st FLR BATHROOM 5 6 0 JUNCTION BOX FOYER(1st),HALL(2nd),DEN(2nd),LAUNDRY(2nd) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) DUPLEX RECEPTACLE,MOUNT 18'AFF U.N.O. LIGHTING:GARAGE 20 20 RECEPTACLES:ENTRY,FOYER, r ' 7 #12 1 1 #12 8 r.i RECEPTACLES GARAGE GFI(2)&GDO AFCI AFCI MUDROOM&EXT.GFI(1) - DUPLEX RECEPTACLE,ONE SIDE SWITCHED, 3 MOUNT IS'AFF U.N.O. '.Z�-'• __.. -` LIGHTING:LIVING,KITCHEN,DINING 20 #12 1 1 #12 20 LIGHTING:W.M.ROOM 9 10 Y```'.`.:...• •`,�'` ffil GFI DUPLEX RECEPTACLE,MOUNT 18'AFF U.N.O. RECEPTACLES:LIVING,FP,DINING AFCI AFCI RECEPTACLES W.M.ROOM&EXT.GFI(1) '•o,, ';..` QD DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 RECEPTACLES KITCHEN COUNTER 20 AFCI #12 1 1 #12 20 AFCI RECEPTACLES KITCHEN COUNTER 12 11 TELEVISION OUTLET,PROVIDE WITH RG•6 CABLE TO 20 20 a TV MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES:KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES:REFRIGERATOR 14 a TEL TELEPHONE OUTLET,PROVIDE WITH CATSE 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 vi Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING REAR PATIO 20 20 RECEPTACLES:LAUNDRY,HALL(2nd), Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI DEN(2nd,OPTIONAL) 18 O C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER h INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 #12 1 1 #12 20 RECEPTACLES:M.BATHROOM 20 w KI 12'MAX BELOW COUNTER I RECEPTACLES:M.BEDROOM&M.BATHROOM AFCI AFCI DEDICATED GFI(2) W GFP INDICATES GROUND FAULT PROTECTED 21 LIGHTING:BEDROOM#2 CLOSET&BATHROOM(2nd) 20 20 LIGHTING BEDROOM#3 CLOSET 22 WP INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES:BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#3 GD INDICATES GARBAGE DISPOSAL DW INDICATES DISHWASHER 23 RECEPTACLES.BATHROOM(2nd) 20 #12 1 1 #12 20 RECEPTACLES:DEDICATED WASHER&DRYER 24 FW DEDICATED GFI(2) AFCI AFCI —Q Q R INDICATES RANGE �REF INDICATES REFRIGERATOR 25 #12 1 FUTURE MAKEUP/SUPPLY (LIGHTING:ATTIC 20 26 Z 0 HD INDICATES RANGE HOOD RECEPTACLES:HEF-1&SF-1(ATTIC) AFCI Q N FP INDICATES FIREPLACE 2 #6 50 DUCT HEATER(ATTIC) 0— � D INDICATES DRYER 27 28 Z 0 (le) W INDICATES WASHER WH-1 WALL HEATER 20 #12 2 W 0 r— INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 (W.M.ROOM) CU-1 30 �1�W Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #6 40 OUTDOOR AC J Q W SIDE OF INTERIOR DOOR CONDENSING UNIT J V) Z L 31 HWH-1 32 Q W J ELECTRIC HOT WATER HEATER 30 #10 2 GENERAL ELECTRICAL NOTES: 33 (BSMT UTILITY) CU-2 0 0 Z LL' 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015),AND ALL APPLICABLE 2 #12 20 OUTDOOR AC C~W ui LLJ C)CONDENSING UNIT = Q LOCAL CODES AND/OR AMENDMENTS. 35 AHU-1 GAS FURNACE(BSMT UTILITY) 15 #14 1 36 U J r� 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. p W Go) 0 37 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 38 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, PHASE AND CIRCUIT NUMBERS. - - 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED 39 SEA SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 - 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. O S.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. cn 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR GROUNDING. < W METER STACK w/BREAKERS, TERMINAL SERVICE BOXES (3)1201240,200A,1P,3W 10.CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG PANEL owe I WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER TERMINAL BOX 120/240,200A,1P,3W ` r ^, 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 120/240 V cz) M.L.O.,TYPE 1 O W Ll7 AND AMPERE RATING TO SUIT EACH FUNCTION. 400 A 1-P,3-W UNIT'C2' N (1)2'CONDUIT 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CAN TEL O WITH(3)#3/0 CU J RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, RMS.U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER. UNIT'A' VJ � 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL UNIT'A' 0 CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL O ' SERVICE GROUND UNIT'C1' 14.PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER E ELECTRICAL WORK.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 15.ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE _ CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48'AFF. 16.WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. (2)2'CONDUIT WITH(3)#3/0 CU EACH M -OR- N 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 CAN 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 #2 CU GROUND(IF#3/0 SERVICE) TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED -OR- APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS. Ao CU GROUND(IF#600 SERVICE) — 19.A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL TO BUILDING METAL WATER PIPECO 1 ND(1) 'CONDUIT WITH #S CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT 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 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. ZZ W E.capp y C U R HyH ;C COS G W U Q OC 'D,O �G� Ct O^ O r°a m u x 3% .4 U JE ^Z o oe U Q ,Dr-JY� O(. Z5 Z5 b \\ TV D t FINISHED z BASEMENT w a TEL nc V) Z O N C N HWH O MAKE-UP AIR tJ MP-TEL EF \ 0 p CONTROL PANELO O// Ek, � � / MP-CATV BATH Z II � AHU lJ _—.69� EP' I w CL < L. � �� � UNFINISHED 1 Lu UTILITY I O c u- a iL Q SE C t h anQ Q w \ o N I I UP I ,C 1 CO I O I I O 0 cn UNEXCAVATED t\ \\ _ CN lb I Lo Z C: N J N O c E UNEXCAVATED N M N 1 UNIT"A"BASEMENT PLAN E-1 SCALE:1/4"=1'-0" Z Z W O CU �yF CD ca 1 Go C� U aus aW b- Ro of og ea S cu z u z u `1 W P fi'�r��r►irunr.V �_•-hcf rJ's \ EF :t MASTER 4L r [PwP 6 BATH o DINING EF 4 4 Tv ROOM , \\ \ —— TV D �0 6/—\��� MASTER H BEDROOM z z <TEL\I IN THE ATTIC ABOVE H C \ OPTIONAL FIREPLACE __ TEL D /"`J OPTIONAL GARBAGE LOCATED IN THE ATTIC H'F GFP \ / / DISPOSAL _u 5 LIVING FP'I SF WALK-IN // cn Z GD ROOM CL Os // Q O // / \ $ 0 O KI CHEN DW &ck-\ OPTIONAL DEN / O L J � \ / OPTIONAL u_ M REF\ \\ �KI___—_,— \\ w LAUNDRY I /// DEN Q O '— \ GFP Q '6Zoe -- Z v EF �� // OPTIONAL / �/ O II 5 a 3 / D /--ELECT.DRYER — / I U / CL Lu GFP 1 v e z � \ laL \ HALL _ ¢ O CL "� I\PANTRY � \ ————— `- °� \\ 1\ Os Q Lu LINEN � \0"- ��� I U C Q o \ / h Q BATH o 7 To ,—\ CO Lu � MUDROOM `�I I FURNACE EF / � / 0 I ' / Q— BATH I DOWN UP E I r c /—C* I � �\ I O AHU LOCATED IN DOWN/ I I WALK-IN I / �e THE ATTIC \/ 1-0� � WALK-IN / I / Y / CL I ' i O I SWITCH TO CONTROL m OGDO LIGHTS IN ATTIC ^1 N / — VJ \ \ �---- TEL � Q TEL GARAGE � I \ BEDROOM#3 Z � N FOYER ��\—� BEDROOM#2 • pz / 49 db ' TV D a TV •— i WP / N b 4� WH � � A M � N 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" E-2 SCALE:1/4"=11-0 11 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# MANUFACTURER MODEL SOIL/ VENT COLD HOT REMARKS s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) WASTE WATER WATER VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, -———————- V VENT PIPING ELONGATED BOWL,TANK TYPE,KOHLER K-4636 -———————- V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM ® " PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2n �" SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH - VITREOUS EOUS CHINA,TWO-PIECE,1.28 GPF,WHITE,NS FOR TRIP LEVER LOCATION z Z W 0% LW LW LAUNDRY WASTE PIPING PLAN W V.°L I o`•g -——-LV-——- LV LAUNDRY VENT PIPING _ _ _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 H >o `-M PAA WATER CLOSET KOHLER K-3998-0 3" 2" �" SEAT,SEE ARCHITECTURAL ELEVATIONS 8� c W u a a m nn► IW INDIRECT WASTE PIPING °�o"' o 0 c PLANS FOR TRIP LEVER LOCATION = r a m u x jEm v Nv CWW CLEAR WATER WASTE PIPING u �z o CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" 1 n 1 n WHITE,VITREOUS CHINA W/OVERFLOW, 4c TP TP TRAP PRIMER PIPING SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. G G NATURAL GAS PIPING GATE VALVE ` cw Cw DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2n " 1 ^ WHITE,PEDESTAL W/OVERFLOW.POLISHED NEIv""" CHECK VALVE CHROME FAUCET W/POP-UP DRAIN. HW HW DOMESTIC HOT WATER PIPING WHITE,VITREOUS CHINA W/OVERFLOW,CHROME _ '- NDcw NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" " 1/2" c FAUCET W/POP-UP DRAIN. BALL VALVE STEEL COVER �6 NATURAL GAS VALVE FLOOR SLAB UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, +•. ..:.. ., , 29 V�'x 15 24"x 710"DEPTH,PROVIDE GE BALL AND DRAIN VALVE P-3 KOHLER KITCHEN K-3183 KOHLER K-10433-VS 2" 2" " 1/2. GFC325V 3 /4"HP,120V,1 PHASE,60 HZ DISPOSER, INLET SINK K$813 DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES OXBOX _ _ _ _ 1 " _ %4 TURN BRASS BALL VALVE,LOCATED BEHIND db os&Y OS&Y GATE VALVE FLOAT VALVES P-4 ICE MAKER BOX SIOUX CHIEF 696-G1000MF REFRIGERATOR,WHITE FINISH a� VIV VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z a TMV THERMOSTATIC MIXING VALVE Y1=3' WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR Y3=3' 12' P-5 MACHINE VALVE SIOUX CHIEF OXBOX ONE _ _ 2" 2" 1/2' 1/2" PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB TRAP PRIMER - &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN oc STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE V) 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CP 2 2 Q FLOOR DRAIN K-1150-0-LA ^ " BATH SPOUT, K-304-KS-NA " " 1/2' SHOWER ARM W/FLANGE AND � �J N Fb OED OPEN END DRAIN P-Q NO SCALE SHOWERHEAD. 0 1 N NOTE:PROVIDE PIT EXTENSION RING(+/$^)AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076� 2n 2" " 1�" SHOWER ARM W/FLANGE AND SHOWERHEAD. Lu � PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. z I W� ch ] PIPE CAP OR PLUG " 1 P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2 2 n UTILITY SINK FAUCET W/LEVER HANDLES w Q W G THERMOMETER PIPE CONTINUATION VACUUM RELIEF VALVE J v) O L PIPE UP THROUGH SLAB ABOVE HW �� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER 0� BLADDER TYPE Z Z Z (i) NPIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK HOT WATER TO SYSTEM Q Q LL SUPPORTED FROM d W LU PIPE RISE/DROP BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS _ LLJ oc W&T WASTE AND TRAP STRUCTURE w J r, U tJ Q co CLEANOUT COLD WATER I AD AREA DRAIN JR SMITH 2142-U - - 2n 2" - - o V) h AREAWAY CAST IRON STRAINER,VANDAL —�— FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET cw PROOF SCREWS w&v WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB 1/4 TURN,POLISHED BRONZE,FREEZE PROOF - - _ _ �4n _ UNION(TYP.)—�— — WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT BV BOW VENT HOT WATER n " 120 GALLON,240V ELECTRIC HOT WATER HEATER, HWH-1 HEATER AMERICAN VSCE32119R - - - - 1 1 4.5kw NON-SIMULTANEOUS DUAL ELEMENT Z VTR VENT THRU ROOF PRESSURE&TEMP. PROVIDE WITH EXPANSION TANK,SEE DETAIL RELIEF VALVE VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6"OF FLOOR HOT 0 NTS NOT TO SCALE WATER 120 GAL HEATER 0 CFH CUBIC FOOT PER HOUR C Ca FDRAIN VALVE � N SF SQUARE FOOT Al W � L.O.W. LIMIT OF WORK r— U.N.O. UNLESS NOTED OTHERWISE '�6"AFF I FLOOR V&C VALVE&CAP W 1 ^LO FM FORCE MAIN Z C ``I 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL (INV.)W-X') INVERT ELEVATION P-0 NO SCALE GENERAL PLUMBING NOTES: E N 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015)AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS. 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE ___________ ________—__ GAS PIPING TO UNIT M INSTITUTE'STANDARDS FOR WATER HAMMER ARRESTORS. C2 BY PLUMBER 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 AND 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 I I I SHALL BE CPVC OR PEX. 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF Y-0'BELOW GRADE. I I I I❑ UNIT C2 LEFT UNIT A 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 I TO EACH UNIT BY I I PLUMBING CONTRACTOR 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED. I I it 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND I I 1 tl PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6'UNLESS OTHERWISE NOTED. I 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-O NO SCALE BEING SERVICED. zzW Em v°C N C U R 0 W u Q OC in`p c 0 W C CD G O 0 m� u � B U �`z 2 4'AREAWAY DRAIN Q AD °C ^ U PIPE TO FOUNDATION a DRAINAGE SYSTEM Nfil (220 CFH) �3/4'CW t\� GAS DOWN TO BELOW GRADE G cW N C9 N Z 0 4• 11/4•GAS DROP 3/4' h (220 CFH) oc (2)2'BV o—————— I� 3'W (2)16,HW (2)16,cW z'V O 4'RADON BELOW SLAB BY GC N 2'W&T (9)VrHW �HW 120 GALLON ELECTRIC P-6 3�-cw :L N N 2 HOT WATER HEATER Lu Z HWH-1 � c-0e-�Iwa � ��� 1/4'GAS DRO 3 S t/) Q } 3'S—� c-0a—� � i ' �� (220 CFH) �'CW Q � M HW IIII II 2•VS oo r- 3/4-G(80 CFH) II b bbdb�_ —— P-1A �-HW T � — r'cw c"' i'rcw Z 0 0 c II D 2 (,2)fYCW (2)-V c —j 4-RADON 1 TO PEX Z MANIFOLD 0 LL 3/4-G(80 CFH) P-2 J HVAC UNIT 2• hIVV 0 �_� COORDINATE PEX PIPING TO NOT w uj Cw RUN OVER ELECTRICAL PANEL ON 1--- F --2-FM THIS WALL w U Q V N HW PEX MANIFOLD 1'HW VALVED DROP SIMPLEX SEWAGE EJECTOR 1'CW VALVED DROP: / r SEA CW PEX MAINFOLD SEE DETAIL 3'S 1. 2'W 4' 3/4• Z O O N W< (D I` — N Z � N O� 1•cw � J N U •� 3/4'CW N 1'CW DOMESTIC WATER SERVICE UP TO ABOVE GRADE BY SITE CONTRACTOR FP SERVICE (� (SHOWN FOR COORDINATION ONLY) ca Q O Va O J 1•CW DOMESTIC WATER SERVICE 4. FP SERVICE REFER TO CIVIL DRAWINGS—� FOR CONTINUATION 1 UNIT"A"BASEMENT PLAN P-1 SCALE:1/4"=1'-0" Z2W E°u' m c U > m 0 W V <m •5, 0 W C m ~ C° u = D u �z 1. `o oa u Q NOTE: 2V ON UNITS W/WALKOUT BASEMENT, 1�-S i r ,1. WALL HYDRANT SHALL BE LOCATED ON .;.. _ 2V�. Q CW wH LEVEL BELOW,3'-5'ABOVE GRADE. 2"V—~i • P-1 '*.-'4• "Cw 1f2'HW I • 3'S • !'�-Cw S �Q 0 0 3 —gHW • • 3/4-CW P-6A L— FD-B 2'W&T 0 rn fl-cw 21W P-2B P-2B -Cw 2'W /2'HW Z 0 ••• •• O �� iN ON 2'WC&V " Lu lit CW w oe w I I !�-HW �-HW 2'V—.—• 2"V • 0 -HW P-3 i 2'BV 1/2'CW : !ti' (25 CFH) O N VG(95 CFH) c W TO FIREPLACE r' O 1fY TO DISHWASHER LU N N PIPE 21W FROM ••• !f-Cw N • DISHWASHER TO SINK 1-G %-CW 2°W&V Z } (95 CFH) 1 V4'G 2"W od Q TAILPIECE ) 1 1 f2'HW � J M VG(60 CFH) P-4 (155 CFH f2-HW /2'G(25 CFH) 1 —�_ a G 1 1 1 1 G P-7 N r r2'Cw c cw 11/4'GAS(220 CFH) R W � 2'LW s � I I I I 2'LW&V—��)@ FD A LL O �'CW I I I� (13)'�f2•Cyy �_cw : P-5 '^ O !�-Hw rN&F. tttt�+ii•i , /2 HW lJ N-G(40 CFH) •1 /2"G(20 CFH) Lf O LL LL' /2'G(20 CFH) I (9)1�•Hyy 4-RADON�_ P-1 J/ (2)2-V —{• LU 4RADON p�------o—�JR 3"S (22"V21W = P6 • • U J Q -. "Hw L--- P-2 III c„ I �-Cw a N o 1- _ I cw 2'V cw o-- 1 �"hw 3�-Cw 2"v I I cW � 1 uv cW �Cw 3'S • 'CW P-1A P-2 P-2 21W 2'V1!&V 3'S 2'W&V b b 1 3/4-G(40 CFH) ••• •••f-1�.� i-Hw 2"W&V Z 3'S 2'w !�-Cw 2"W&V %-CW TYPICAL FOR 2 TYPICAL FOR 2 \\-3/4'G(40 CFH) 9/4-G(40 CFH) O O L- °D N Q � r— F— r— Lo Z C: N O� N DOMESTIC WATER ME ER MINIMUM 12-AFF W/SHUTOFF VALVE • START OF PLUMBING WORK�� E DOMESTIC WATER SERVICE DOWN TO— BELOW GRADE BY SITE CONTRACTOR -/T co 3/4-CW WH 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN P-2 SCALE:1/411=1 1-0'1 P-2 SCALE:1/411=1 1-0" zz E°' m W O O _ NN U I.-y >o C a C W V Q72 ;"O °CaLu of 0- O C u u �z v 19 U rv—��-- ----I I T-3W PIPING RUN I 1N ATTIC SPACE 2'V �2'V I� I 1 li � J I 2' I N z 0 I N 2-V--.---- r---� I I I I I L� I � �2v NO Z N I 1 2'LV—ems-——— — r. I � c i 3'--� I.L. O 4'RADON 4vTR—� �—— ---—O�—�I 4"RADON VTR 2'V----- ———, V _ 4'L 2' I 0 Z ll. 3'V PIPING RUN � m SIN ATTIC SPACE IL W Ire Lu 2'V--�---}_--� J Q Q 2 I o CL I I L-I———Z--w—(2)2v 7- 0 O m N a > ' _ I I LO Z c: N 0� N E M N 1 UNIT"A"ROOF PLAN P-3 SCALE:1/4"=1'-0" *V Ir a11L;X%E ON OM 3or-\\\\\\\ � RM N t914 KIN I V 111L WA,�,*N5 ,-1 05, 23 - 913 dT l F +15(1T!I°im, 34 t t S2 '"EA5T3t6 16.19(f1G4Ca10 I'-- JASMINE LAN E UNIT _ _ = --' _ �;: fi4lfR Wt1 A i_ V_ _,,i r._--r'' .�_•: 23z5,z7[AMER : RYE BROOK N {�---- '__I. . ,ft=.it - ;- '._Y._: r IS I _14,t6.,i3 LAVE , ' ;T t:t t"%y "�r_ -__ nUSTE�_5_-81�.1-fIIYENGER t.i s r��_` 1N I �•.1S VLV.i .Y� 5,17,19'AVEt'f 1E I WATER SUPPLY -S�"- �~ ' r --• ,S n 7 ;r-�� c.-,�, '�;`_ , T r- 1AVFNI)ER 1JWE STATIC PSI: sr, ; �_+;..-_ ��:�—_� 1 _t i ji5 1 t3 ns I I:LUSTEit c' 3,5,7 IAVEIW LANE r -.-,`,s zg-_ i �In , ;_''_"R I ,LUStfR 1`_-2A6.AVEW LANE f RESIC P�'' P #, �-" rn"1yt',`T' t .I ir,li -..,- e' j D.O.H.APPROVAL.REQUIRED FOR ����: `21 s,e n.:: �_;� ,�-:� , - t ,• 2 4,6 _ 1 LOVI: 10 �_ ' _1�: '.�' s-4s.1-TEE.I tu►a ER'_ t0,11,1 ROSE:ANE 1 s0-PM t int In r'1 ' O- •1 __-J 16, ��t'__�s -; _~_�, l {=r='I ,._:-- - ��_--3,5,7 ROSE W1 �r •-r; r - '7` ` .^��; j"� ./., r 16,18 2O ROSr tAt� r'k 1 "l� Ito-Ili,. =J `�`: !;./ .- 9,11,13 RJSE tAR. _...------------- - .-.--:_'.':._::" ---- -- ;ITT_`=• -I Pts t - ?�s .\' -21,2325+O"k1SUCKtf iJ1AE --. t _-'- __._--.__.....�--- 1-:, :`'r,vIS ,::%1`�i r�°�''l�� tF6 RE!'4JI'(RF.J "X 15,17,1 D CLUSU9 f101'1$trCl(!F t7iN; j WOOD SCREW at8 x+I!r \ I '. \: l K �t•ti`•:,,�•,^`St; � •'^•':b 91IN". A n 9111 �YJLt"_'9,1.l3 NOPlEY51K:KEF. f '/ / ly���Cp CC-3,5.i �: l�v '.� �� 6I0\',,V •��,"_:J/;i,.• '• PRE tAN"c \ ' `, '� J% '`�� `�a 1 �.�>;r,;P, C 'i}'-A•:Q12 PRfMROSE u411E k5.+st f6�'IrM:�'• `'t,,_ i' ! ,,��~�',x;j 1r I C:.4`RE �!K'-T1,'3,'5 PRfMW LME NFPA-'!3D GENERAL NOTES ;� '`�+`;'',',,,'.- <.s, f45 . �'�= �c ?/�'+�IsF�?►�ls) 2%,.5 JAWNE LWEE 1 SYSTEM ; _•- T$CCCIIIO: .,` . ,' �,�- %--' ,•b\��,/. �- +t- (� DESIGN-RESIDENTIAL AREAS(WET SYSTEM) ^ti u r�1105T r� .J` `'18 "�, "rp`')" pG';./-,' /:r• 1T S,.U�7_ "111Y'-7,9�51 JASM L1WE S°41NKL`r.S SIf11 E A a i /` ^. /i,. ^` , _ S H,U4AUUCALLY CYCULAT' 7aSSSr'•. .,ROE Y i �7Af 5 DE C!!'rc�0 7irlG (511 \, �'tI. �I. - / t ^l� 1FZi ';,6 J tt1[ 1 ( / Cat `.` l,n> L4PE i•>iA5?fiL4 c�WET SYSTEM I I ,,. �: 14 '� .^-. �13 12�-:;, . n'.1•, �P1�It4 S7ZE1 J�1�1G 4 LIGHT H `R7 a -..' 3FF�cr'tAttaE�-� �, !C.//<�: +1 Z. t �-,_'�i' �_:_ li yj -1.J.5�/'�Fr�1C IN -- T USNG RfS1DENIAl S°PoNKLECFN9T 0.0_GPV OYET 4rp5 REk01!4 RiDFC��RS . •� O«SETyAaGER--// {!',' ! �(��\``���j 1. r' (4\✓ � 'I yY-�±nl 1 7r�•-4.6,tt Y,11t8-v�Rj I MAl@ lLJ4;;; R iE SPApVC t -- / \\ �'i\�� i' A �t `� /' '?' 1- ' `�.�';,`"'�:? T!� 1•-j.3,1 LQI�`rd'J 1 -329 sa?. wDC»TRUSSCRBEAAt� wO::OSCREWr8XI 1r:-/ � i o.:' \p J /1_ "��.a��','.1`^^I . % �...-� - I S �t30 ^ -- I \ ♦ G,� • , i:�Ns-'''�.t91D `� ti I I COPY YSTf1r DE t PER NF.P.A. (231 EDITION, r<"^.• 1 -I ` i I ,_t! It PIPE MATERIALS -:...._.__ __ ------- ---- rrxx,i,xuss o�aEAb,-/......__..._-__ I `/M1L. ''fl v _.;;::: _! y,1 [1=W ENYJWJID 7 A L?IP:AD1D F1TTW^S ARE tAZEAIASTER C PY� - - _..._ - _..------- .. _............ . t'�S ,. _•�---' -, t"'�- OFF.�ET HANGER�G Oi�/� -__I -..-- _..------ `nr k 3�,;�,' n�It rant 3 CONTRACT INFOr�MATfON - f�ALF GER®ETA/L —_• _ _-- , ii 'tIto,'',:�'vP. - , j __.- a rS n!rs - I6"`�F r! f4'._,_,A` _ti i (�' = :. MIOtt't JNDER THIS COND 1ECE11W [E TRACT gNStSTS 0<7EF_rro1JYnNG• ---- -- ---+ DEM k4D INSTALL A q'M64C SP;bNKL:R SYSTEM PER N.--.P.A-13D 201D EDMO4 -____-_____-_._> i-DRAFT STOPPN,SMALL BE PRONGED 9�TF1F aMN�1N ACCORDANCE 11t1H TFfi IB.�2003 E1TIT0k- -��Y---�- J ' - -,-^�-7-• /, r'- __..._.-- /' t _.l- ^/--> --,4 rL �/J `c��, --�L _f -T 101 ��-�.�' 7 ' : tE5 8'Il+D3i'ACJm 14T[R -BATHP,OD,IS LESS THAN 55 SOFFT M / SU1iL t?i Ifr COI/P�AN 114tf1 11E REOUIR<�tfNS OF NFPA-t30 I • 7/ ' � � ' / - : ® ® All BAT1iR00At5 ARE NONCOA1Bt15T1BLE SlIEET RO(X vATH A 30 InN.IFLR6tAl?Ar�iicR / '- '�� -- , -- -- -- "---- _ ��TE I �/74 ttta�clm > �� FEB 13 2020 __- -- _ -CLOSETS LESS THAN 24 SOFT SHALL BE IN COMPUANCC Wit MMEW-UTS OF NFPA-:3D i/''/1•. /� ', /./l�1_//� /! /'I//_/�a//�./ / // _ /I ,J /," -: ---r-"•��»-•- --� N.T, r. DQ C IV W.Ir T.Ml:0.E ,I /, / ' , /. ��`-1- /J',i v " ---- ------ -• S / 64f J; I! j -71 CLOSi 1S ARE CONSTRUCTED�JF NptCONBUS116LE 9 ET RCCK 111H A 30 M7N TICR6IAL BARER. ✓,/:✓ //!:. _. /__./...._ �.ftT:_ r,:% / '/ //f// T WE vu�am / / r.. ' -ATTICS ARE NOT 1t5�f04 SIOWGE AND 00 NOT COITAtN ANY FtJE_-RED EWtPSfENT. /%(✓ f ' :/�//%��j i' / �:1, --•- :-- _ __ - - . �,��, ,._. _ ;/� /, 7,.,/ - l/'� VILLAGE O1= �E BROOK r.__�.. ---..---- •- - I!/.. , �✓�i I/j l�i. %///" /, ;'�,:t. I(.,: / / ./ / /._, • D+D �� ,; ,/ - , <-> - ;'__..::- .- ------ - --,• _ ;----,- - --- — - - �T-- ,;-- - BUILDING �E ARTS ENT ..'...-.." .,__,A / *,, I/ f f J� : /!._.// /'/ /r / I,.IX il. /�j !; / /_ :V I - y y... / _ ' �l /�_ y I'll/l�✓ . . .I ��� 1 / - � _ ��/�/ /-_'� /i•'///,/ /n•.S A E'°. //I/ % j y ._ /- ./% lLl?LtI �/� ///_ :,//� �'�� E�/ :, '/E: V?I/ /. NOTES TO THE OWN _/..<._ ./:_! '_ �/ / - - T -- '/ PER NFPA 7/ / y f /'. '<._ �J r, I _ FINISHED i/� /_ ! '(; /%/ / OT / ! :/i!I.,: ;J' 6:9'MAINTENANCE i/:^ //-l�,_/ _ _ L_,/..° /_// J ' / .'s ! /-- - -J / --•/ ;I,, /i J /' :%s..,i ../.-!..?-" ,I / /✓ J %''>>",�_ _ ' . - --� -<-/ ! BASEAtEN� t i o %' j_ -- 6._.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM ,� �/ y, I t - .. .! 'fig 0' . .�: ,/.. AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. !/ // / / / -,,,•,/_: i: y. /! ,J J'f / '/ /i _••_ /// % // 'F f5 / I / // ! / f fi.9.2 SPRINKLER SYSTEMS STALL BE INSPECTED,TESTED,AND MAINTAINED IN ACCORDANCE : ,.././_ / / / , - ' i- - - / / f /��/✓ � f //,"? WfI}i NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF / ! -'/ C / '--' I.`/" -"-' -,- ,c.._ , ,/ <=•-�• l ___ .. •.- 71-, :, _ // ,rd'r��a/7� �::'/ • 0^14 _ L_.<r....._ �/Y /, // I �'.V_.._-/./•' //L .'•/,/ /�r- r t. �/": ....'S_::_ : • , , .._. _ _ _- __ -_ /i'!:... _ _ _ -a-�.-../..,/ ._c_�/_ _ �..I11 _ WATER BASED FIRE PROTECTION SYSTEMS. / / J J / --_-, =:••-• t _ !. / / / / % /�" : 'A.6.5 THE RESPONSIBILITY FOR PROPERLY ftAAINTA?N1NG A SPR NKLER SYSTEM IS THAT OF THE -"' -- ------ _! / �', J ! OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER Sl'S IEM OPERATION ',% /-/''_// / //-114'.!.�'-�../.. ,rl,'.S •,T y _ / / .. _ __ _ _ - -•- -- ;..../-.. .. ..... FOR FURTHER INFORMATION,SEE NFPA 25.STANDARD FOR H-!NS TI �' / = t- '-' :r--- - - 1C: /� _ - - - - /' PEC ON,TESTING,AND MAINTENANCE �; ' ""!`� OF WATER-BASED FIRE PROTECTION SYSTEMS. !:--j.._._ , /'./ '- / ,' /.._�9 8 :,J // - /. '-1 -t [-D rV --- 1�--Y�•a !-'f> i/ 111tz'�:IY J / %�J_i /'y_ 6� -i�,i V ADDITIONALLY /.-� _ //�, /_ /�/ '•/. ::✓ / �' t /J I ' • ;, :/, -. _ ,./ _ / / `;I,` <. /-_- Z..'/ y / ' // < i } Olt MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO ,/' /' / /t;LLL,l-__..-./-•_.-..-.;.•-- - -!./_-- - ! ' / t/.. t , !!'-. %,�' / _•L'c�C_% -_( '/ !' PREVENT THE WET SYSTEM FROM FREEZING ° r r '-._...._ / .. 2)YOU SHALL INr0RA1 TENANTS OF PROPER CARE NECESSARY TO MAINTAIN /;✓,// / / /// ///,' /' /// i' - / Lc--,,r:v _/ t_:/ �',!z!` ! L -�Y- /'=.�;:,,/�J'��Z �/x % -: THESYS M //l..;� 1.l_ �..!. /. / J / �, ' }" :-'�..�`::._:. :.L-__ . ,._�7_. :.'�:I__ - <:-•:-:-c -- -- _ ./ 3)IFTHECONSTRUCfION c Y ' _ �c_ I;� 4�--=- -z: sri-- _ i/: / 't' : _ OR OCCUPANCY IS ALt ER�D IN ANY WAY. ✓ / ,/ 6. /; // / / 7 f/ 1- -- ''_"'__' '=�=....-,�;-. _.. :_.__ t �y1` / _' 'iw' J J/ THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. `! //. / ' - /.. !'v. /, f> --- _.• (--`R-T: I :- - ;>' j�, i• 1 --l-- /.. ;; ./. ////J/011" . 9�!-._.._.- ._ -- '-•---- /✓ r 5 ! / _[. __ /!- �_/ ///.' ,7-\ �� • // �? I �l� i %' :y/i'/ J ✓-: "ir...,'i•'_r'`- `••/ /_.�!_. �. / •V/:._., / 7K-' / /' / f�/ //' !, .�. _y "_ / 1_-..L.. _.L"'""!'.__1 ,..'try q ' i i.•y.--__ ��j; .>' �tt:''/.. :_r /' !'..,. I I- /✓. / _ >� �' .n� I -�' -- _- --- . 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SOWD_4 E1a1'r XV11�IA7 GCiTAB A [1A»WTM �; ,' 7-; /.,I ,: % - -._... 1= =-1-,...::---=,__r _�r_- �' /' - -> - - - _._ BASEMENT FLUOR r C J / ///, •' (_i i' �/' _-� ///--'�>//,' -//" _ __�/i �> - ELEV.=D,� / . /-%.7 / / '/� J: l �!'�',� �c lac �'� 1 ___ ...__ G(;J''//% :/ �f_L_/ L_�..__/._�.: UiIT it a ! .:l-?-'/ ✓_:�`',�..-. / / f��F'�Lr,c;{�F"J9� r4Exc'v,�r G2 Uh//T,4 [//i//T,.C�.f - i _ ! ._..��' y ' 4�i�9y4'�UU/taENT FL OOR FIRE tR I,yi�7 d SPR/ KLL�f-�S�'ST�/Y/II�®SER D�'1'�4/L ---- ------ :,t:���is R�RST F��. sr _ _ yiP N.TSSECON- - - _ROTECT®O4 PI JV _ got:a;ss�� SCALE.-7.4".IV" 1.All pipe locations are to be field measured prior to fabrication Whether or not:ndicated on the drawings,the following items are to be provided- I SYMBOL LEGEND SPRINKLER HEAD LEGEND i SYMBOL DESCRIPTION SYMBOL DRAWING 7TTL.E:BASEMENT FLOOR FIRE PROTECTION PLAN JOB INFORMATION ---. ----- --...- an installation by the sprinker contractor -Head Cabinet.spare heads and head wrench per NFPA 13 aescwPnaN 2 Ali dimensiorm shown are:end to end -Provisions for flushing connections and draining of all pipe ' Ir,WA=Rff.WXEP3,r 0{ Re ue[>ar*.aL'•'A�:1_IikC ��PEteB1-SORI R IIZW-,Y,:4?.OtGS"FF Z4.irw;�_ PROJECT:KINGFIELD DEVELOPMENT C'��J-,EiFVArra+eaa�T0)0F CONTRACTtf:0000 REvts'flN51 °ATE: ADDRE55:INTERNATIONALDRIVE / Z M 3.iiiglt temperature heads are to be field installed where required. -inspectors test connection shall be provided for each system ^ - GENERAL REVISION 7rZ61}7 CITY:RYE BROOK STATE:NY Z?P:1 D573 4.All pipes and hangers are to be installed per NFPA 13. Hydraulic identification plates 8 NFPA 13 required signs t••�_ :LEY4T AMVEFN9MHLt0i Q; t pFLy�E Gasp yxx Fa p.wi�na ;r EE WWI. E Sx.I0.l4t5 5.Gridded wet systems shall provide a relief valve per NFPA 13. cros m-e1 fLEYAM10FT7(rSrT CONSTRUCTION:WOOD - CLIENT:THE WARJAM GROUP PHONE:t9]4}761 250 6 Ali new piping is to be hydrostatically tested at not less than 200 i It is the build t o . ^ ps building owners responsibility to provide adequate heat for all areas in Etta ® C3'N6NlX? _ AHrA[E'FtREStt'r iTtvlttxtea7tgst>E;',99L[atlxl�-•K 4-gsI<DEG�:%...gM1 ----- __ __ LTD, _ _ ■ __ ---- ■ 0 or 7.hours,or at SOpsi in excess of the maximum pressure. building protected by a wet type sprinkler system and for all water filled supply valves �'�' COIC'UtfRGE7ERA1E0tIN1GEFT - --'--- ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 u PP y Pam• - •-- __.•_• OCCUPANCY:NFPA t 3D where the maximum pressure to be maintained is in excess of 154psi. and system risers to dry type systems. /-@•:Fr•fR�uF "' CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETQWN,CT 06457 _- C !G[lAt3''Ft.r QLIaiTrWO1�FiDR2GN1ALS0ErS11�P11�3i.Y k T.Kti4�LB1[EfES71ofL!4iS_ 7.A quick opening device is required when d system volume exceeds Air -.__...dry Y pressure shall be maintained on all dry type systems by an approved automat cair -E9/-43 °�1Rrsoax+ - - - SYSTEM TYPE:WET r= 500 gallons per NFPA 13. com resso or lant air system specifically approved for and capable o.automatically •C!D- FwERI>FFFtE -•'-- __ _ "- FIRE SPRINKLER CONTRACTOR CONTACT 1.860-632.8053 f:860-632.8054 p p s ^"-- -'-" ••-••- _ DATC 03:27I2017 -_V- B.NFPA 130 apply as required. maintaining the required air pressure. 6 ]rpEr>s�DUE�Tap[xiFlTTrlcs PORT CHESTER DESIGNER:CHRIS JUDO PHONE:I66g1 398•Sg24 WWW,MACKf'1RE.COMIL "'lot FIoEUWI.4%1.gE!WX_iAaS TuTALTHIGSi4rrr,• ---- - AHJ'FIRE MARSHAL t E-MAIL!CHRIS�MACKFIRE.COM LICENSES. CT:F'-40291 MA:SC•120494 R1:000347 TDTdt-THIS Joe:• KIN F1 V FM NT 2 :3 JASMINE LANE UNIT A RYE BROOKS NYE IL.-_`-L _ •r;; ,/ /� i� /`;.X=-� ;` 1I c I-;;- WD.DECK OR _ r�1�41 BLUESTONEV. PAVER -i; / /i%✓/ �/ J//, / % /j� / / .1 f / /'1�/ i;--r...�_ssi•.,,_ _- F- I`) -_.-- _-- �'Li !'`... "�/ f /i _ _7� ,(' /✓%; f,/ ; % // / �_ /. /i'• I/ t . --_" r-�_-_.-_ P,E)(1=ASl __:T`.l'. '�•I�W'�r-i'j. - •...f j 7'�-�'+r��_^�,vd. JINIhG -__ rry�� -�__ / f / y-y L-.•:I / / t' r. ROOM M� --• -� / -- ', 971 J/ l�, / / /-✓/ / / / 1// N,' �� // /�- ' ; mI: ' ]6 � � _ --- --�-.,,...._.:�••=.,:-• --�,.�. �i ram/.-_I -.e._�• _/\ ,C. .. yL _ - -_ __- - 1 ' �/ ' 1 S� i %f/.�T%//-/f /i� `- / / � - !� ;I/'�- �j -t/� ..�`�Jv_ "�' -�.--- .t•� Y�4 - .�j��- �,._.T�.�`� ___Y ,I�y" / / '✓% 'i fJ'-,E/f••v /' I�// / / A + t r 943 _. m I i '.�/' / g / ///>�-f/ /' / / ) / % ✓� /' f r�1 j / % ' % y(/ !M$c �/..J�rye �'v / / ///' / / '• t�_c 1' L g-6_JV V /i Y i '/ /// / / // / 1 5 )`.._._._-I � f/ �/%' / / „ / �� , /�/i.:, r I �- ,,• T ��.-_,,,;i��? '�f ''�[t•/Ir. 1'< 1///.' 'f i/, % / /� /% %,� ;�'/!;I I/1 {, YIIOrIcRr� i I WING y' {G ,/ i / /'' �' // ✓�/ — .%l }•—_; ROOM ;�,„_, / �r f f :f;..[ ,� / ,i f'6 Z-' - / /�I�; �.. a is at.r. l / j',//7 �: r'—�, ( z°(�;VTR{lL VALE t+NU ✓A,F a �' t_ i• u I I ---�i.) / /�'uP,�I.TI;E / / t `�� �' / / , F �': ` ALL 'dIDEIzGRCi1NU PlPD:Nf% , / , _ ;a'l I I IS BY OI�{ERS. MACK FIR PROt CT �' BAULK DESIGN ,/ y/ E -f !�S CONTRACT 1:IYD ✓ I NK7 i ✓f/// / / �'-' / / / ---- f;'j I___.__.;' "`r',• , // //! i/ , i /' / �f i i f'i 1 �-•� •r r nre>:An Y� , y. / ; / BEGINS AT,2 FIRE r TER ONE LFR MI t 1'eLST tl_f)pR ` :// {� d % / / ' ✓ / r' ' /I• •�' -, ----'-�j`:!•d• -7 4 _ 'iy._-ii/ % / //' j ' _ , - o, I Ut�lni Rrk)ni / •6I / / �/ //✓// /_LJ�✓ ! j� /' i �'�� i ' - 1 iA //�// / /''/ , ✓ r i / / ,' // ;r ,-- I It BASEMEW; SERVICE WATER 1 ' f ✓/ - '4- v/I I, !tic LIP am'HIE a 9r j ' -i+ // , f J� �'I !`i�,i HYDRAULIC DESIGN CRITERIA y'./ / •/ �` % ' .�r�v f 1 i _i � •'�'m 1 9-0] I :YI .!" i`.✓ �/„•}_�_�.,l�`: /-�/� ��- `—`__ -o�•I '� j i ...� _._- ' 1 / / %': � / ,t� /'", I � -a 1�Q I- 1' �✓ �=;'' % ' %'' i /�� /i. )/ / i I I '•�.i 1 i /� 1 i•;, !' /y'• Lr ,1uo itAE xxacE a>Ex u4 xe+ Density .05 {/(� / I /%/ / V' 1' ! I'/1 J1/�/ %' 11�LP TttGl l• 9�T�i• _ /�.�f. Q i i/f k0 6TO 1F[I�WQI FLOOR(In I. f/ / , ,' ._�'`•5� ,j/ v _, RE o , /- _ t- P. ^/-. �" 0 '7 SpaCirlC_VARIES 3 /�: % // /I✓t/ -�{ 1tl'D TIL f / t �/ 4•r.,, }`� �3lmEN' '/ ' j / /! ' / MM.WW IMI IfiE W TMPitc SMILY i GCtor / t - _.1 1 -` t ./ ✓ _ _� ,e i, r,.. l__ t / 1 �L �1> -/ -/ - //L/ / / / / // / f 1W nP su i ,'BY am J / !/ / fR IL7 51TG1 ) Hose Allowance - i' / / / / i// / <✓ '> r f-- I "__ •--; ,.: i '�, ✓ /�:%. / /i.' l '! // i % •' / i, / N, � �• / � „}"��, y: �' .1 1.� �lC !/ _p'-I/ / ./ �/ � .y / / Ir= 7 t iPF SIIh?1�Q6�LIE LP This System is Designed to DiSChorgC i i^l // /' -%---_- ''/✓'�/� '' c TD bE •II ',�/ % `f i, r"1r ,l I i' m-'- - CL CL- �/1 i 1 f L /,. / /,// f,. / iR9 tfAfED E�[19J1E(6Y atH46) ✓-, !n / /i- 1 o Cl.:. ,_I -_'�' / i 1 i C/1y� at o Rote of .os f�PM per s ft / . ,• i 1 �i - '' f' / / �— of Ftoul Area Over �' /,� , /1't _-�: .., ---1• .i?r ; / / / /, /i / / /✓.• ELEM�1L Ov ,Remote Area o: ;PANTRY 2 Sprinklers n ten Supplied with Y�at I i / , --c 1 f e c / r ^' / �! 1_ c_��;�/ }' /, s / ;` f of the Rote of 34.7 vela Gt 42.2 PS / / // / /:�:. /� Y /J- - I, ✓_ -p• 1G.F b•_y` SM !�, �; RV r 9' // UoJR o:the iP 7-y - --• r. %� o /�3 l_f.!_ _ _ t / / �' / ^ j L I ,' f`.� /1,'?• f / '-./, ''' Iti�.fia�1 N !\ `...'1 \=p• %' -�--�- \��-!'I f•'' -1 9, :MUDROOM / _ �' i'4' / /•/`� //'/ f �`/ �I'�'J�JJ`��j:'/ // i'/ ///// //j /.i�: ---- -`--- ,- `As� - I :cl •!. ,k �y� ; (�' 2-IOr ✓ 7 �I-I1� v, /V 1✓ I : / ;' / j� / / %/ �,ii -_ r -..__� L,O , / .y ( � y;./ ii I I/' 1/i,4 I- '�,/ ;�� , /V ,/%/// /� / i'/i,�),_-;;/' // �/ /// /! / ' j UP 1D TFi� �_ •1L i��_-•� �.-•a�'_� /•� •_��./'-w.'-='L�-- - �-�_-� _��, � /l/j`J ' .. FN Uri IV is/ /', '/I /j/•.Cl'�/� •/ /// j. //i. '// - .I�j'f ri ,.t% /' ' /' i / ri iJ �/ i / /' / i `I { ^_-�I✓i i/ /' / �%' / '!`//,,/�/✓, �-- i.�'�✓ %// / 1X7fi• 01 'W s'_ LEt + •' �:/ /f' ', //'j• / '��' 11,_. -��:•:1/ / �/ /,i //f�/' , / {,"/ / , �jf yT j��}^ ��L' // 'r hc.Fa1'KE DW 111E Opp �'�$1ET RpOF{�aR•c.A` i- I .�- /FOYER / / /J Y .1. / 1 i V COB(AR MW Y:111 1(P ` / yvt- i, / / /^/�__.' / ' ,/ ✓ / /f ✓..r%" �.�!/ /6rAFitr' /,/_ `•/ tw IarEv RaF sl,ae tTa�---_ V /�/i ,.• . i{!f /,�,!.71 �•_ V 7 lIDE1tIA1tS TIRE S r�N'L t88Y LIE IT J +L -I i,/ ;/�I ✓ , .Yi:� '/'/✓//,f _-.._.__.._..--. .,:;• WD IFAtED E YtDA+F 0 014%) /' nECMCMI Uf:F GARAGE -- -_.-? ✓/ / s , I/ U1$idAOITd fxE a RIC ltf r:ERYSF 1WEk UR EQN �I- i�•---- , �•''�i / /� it` / ^�, e- '/ f•f'/ ,' / // / f % // /"/ / ` .._.. Et+�S'ETi iL jB!OIt+.TG: /i /-,__�1 r r c�ttfTONE IY / / // ////% / /'/�/t/ i // ///'/j/i// ii±/ ,, ,� %/ sir+FT�/-•f,/%//!:;' /•' / !,�� ,' V/ �' ✓ // % D le r7w><1a BIiT r,/4✓/ / / i'�,//'�✓ r/ %/ /', /�/i/ �� / /',: -_--- I- -'✓'✓ ' / ' // / i // ' / /ij�/' / /' / fi' ii' GEIfFIL CCITiTl21CA5 t / _-..._..- --'% / f// /% f// / ✓ %/ i %/� t�; / KJ c E:SilA1C►xu 6 MACE N171�rfii //- ',-3-�f: ✓ l _I :•�-_ .1���_f ` / _ i - - :_ �,,_ -- I j f / / / f / ' ,/// /% ' TIE 4 DRFOLY,1FDIlYi r1Z 61QE FACH �-/-- - �1,tt ter_i�/._%' /s �r __ / _/ ' ./_ �/ ,/ i /.i �'`! �'✓;1 1 /y / UNIT.4 SPkiGQFF'm Irlc ErIC 1 c-c ^ _ 1TEE RW SJS X RMY Bi17EakcFt G9YC cLit 3i Lz FIFE �N�T..�,.. ! EG�AtL1 SO llgT+fAT rPAa / MM ph MN0 R+#DEWY IL*1L'7 TUR,' , .t �_ -� ; �✓ . - •G1'i1G0.YUYE fQF w M k tWiii _ - p .. ,WITH 1ME*E AW`1c"*'tf3 n-` f ,c2 !�_ % �r, y7� 1(r;•1R,tl1EJ (Pt CfIE}6 % �,0, Ull!/T C9 ,4' ' ////' ♦ / -$IOU CEILK tGtW ['"� / _ ' r /`:�,_�_i•7_.�f' "l�E1RA0lLW7 i E S+R1 IW?P,ltrf!P 'rr•�L_. _i �_L 1' J.-t//i �' �� / � ��A-,• u �;�_.._ .G ?rU tfAED J 11T(pIlERS) --! � ��,--�✓Y�.r-�---ter-.�-�-��,--�..-�...••�-. i jr,sl JcE1 '' :, I•, '`L'�tTf?Ci VALU=,:PAID ALl liI1tJERGROJhU PIPPING ` f -�—_�- IS BY OTHERS. MACK F R SROTECTIOI,'S WWI ` J ''�(r t[c'�r�•i i j EE1 NS AS 2'�'RE SERV U'-WAIER LINE LUT INS'L�E } t THE cCHMENI \`I�Is�tDlirt �-.��r^�.��i•.�� v`.•�� FIRsT FL 0OR FIRE of c�t�'�•'le4 `-tESf)1ENIlt Ct+f0.FllID.c 1�RW'.fR ✓�G ' INS MA T/O/'V DETAIL F®f�ALL SPRI6�', LER �s¢:- o�T2� � IN OR `qJ CENT O//�/��// ��}r C/ram A9 a► ��tLF� �4/ Y�+/O lfr_�_1��T�������Piv�,- �'ESs1 �TJ-- 1.All pipe locations are to be field measured prior to fabrication. Whether or not indicated on the drawings,the following hems are to be provided: SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION and installation b the S rinIder contractor SYMBOL DESCRIPTION SYMBOL! DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN Y p -Head Cabinet.spare heads and head wrench per NFPA e _ PROJECT:KINGFIELD DEVELOPMENT M 2 Ail dimensions shown are:end to end -Provisions for flushing connections and draining of at;pipe 111•�tterltE�ItErl�Fotr � :EtE1481E'Et1�3u aE:�FYtLuc�+cE:tEr?Bt�Et+"SEtttatER to Nv:,t:�.9,�16soEe�,SrL.R�'pIG -- REVISIONS: DaTE: ADDRESS:INTERNATIONAL DRIVE 3.High temperature heads are to be field installed where required. -Inspector's tort connection shal!be provided for each systen; Cyr) EevAta;s�iev�*t ocsl�t -' "-`- - cdNTRAt:TN:OD00 --�----• /�A\ 4.AN pipes and hangers are to be installed per NFPA 13 -Hydraulic Identification plates&NFPA 13 required signs __.t_`)_ EEE<'r)1 a30EFia5t1FLRCYF O _ 11Ur}9F$E71�[Qx1LEi FE1hoHtTsr x1ER ltrtaT,t.f,g>cpt>icx si�jtwl; GENERAL REVISION 17;26,17 CITY:RYE BROOK STATE:NY ZlP 10573 5.Gridded wet systems shall provide a relief valve per NFPA 13 Ros T-o: EucvAnmor1oPC657'�t - CLIENT:THE WARJAM GROUP PHONE: 14)76 i-250 6.All new hydrostatically - _._. — _ L piping is to be h drostaticatl tested at not Tess than 200psi It is the building owners responsibility to provide adequate heat for all arras in the °�' RELYa1s FIRESCt RESQcHt7:M3ZZUND�SOEYJLtSFR!►JE�17'fFT.kr,ttTSOE(3iCi?itR?!p -' NS UCTION• ._ -_._. _ for 2 hours,or at 50psi in excess of the maximum pressure, building protected by a wet type sprinkler system and for al!water filled supply pipe,val-ves ADORESS:S INTERNATIONAL DRIVE-SUITE 114 NFPA 13D ' CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL aARK PLACE,MIDDLETOWN,CT Q6457 N when the maximum pressure to be maintained�it excess of 150psi. and system risers to dry±vpe systems. -Cii-.•-C>- I�aEwSESF Q• EtEivsiE'Ft`I�'C�RFsa� iTasceJ+uaa�rlEit+zNPT.�s6,le' 'E __ _�•---' — SYSTEM TYPE:WET A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on aft dry type systems by an approved automatic air ``J/�" ''s +- _ -- DATE:03l2712D17 --•• INDUSTRIAL 3 ARK PLACE, F:DLETOWN&8054 500 gallons per NFPA 13. compressor or plant air system specificallya t P<PcPoS RE7ERE -' --_'-` -^ F1RE SPRINKLER CONTRACTOR CONTACT approved '�, _ DESIGNER:CHRIS JUDD PHONE:185O)398.502 WWW.MACKFIRE.COM a S.NFPA 13D apply as required. maintaining the required air pressure. 0 ]�OGCIP CBEDIN�iET*NGS �- �-- - - PORT CHESTER - Ez7 pot 1 NKEWMV1W�17,161WGTAGS TnTkTHis SHEET:• - 7orm 7HI5 JS -- AHJ'FIRE MARSHAL --`-'-` EMAIL CHRfS MACKFIRE.CDM LICENSES: CT:FT 4Q291 MA:SC•120494 RI:000347 KIN F1 V PM NT 2- :3 &JASMINE - LANE UNIT A RYE BROOKy NY, FIYDRAULIC DESIGN CALL AREA 49 SECOND PL00R RLDROOM H? i HYDRAULIC DESIGN CRITERIA HYDRAULIC DFSIGN CALL AREA ai Density_ 0$ - MA..TM HPr)R()OM Spacing yARIES ' K Factor HYDRAUL!C DESIGN CRITERIA :lose Allowance,__- i--- -- _ i - I Density •05 HYDRAULIC DESIGN This System is Designed:o Discharge - ����e•at a Rote o! 05 GPM per sq ft I Spacing VARIES rAL.bEco�,tEAPR of Flow Area Over a Remote Area of =~`T ROOi =V=OK` K=cctor_4.s MASTER sr1)RCX)hI Hose AI'lo,uor:ce Sprinklers when Sjppl'ed with[Hater '��--r�-��----�->---- - at the Rate of 32.2 GPM at 43.8 PSI �f✓y�:' � 'T �- - - /-r � `HYDRAULIC DESIGN CRITERIA a:the FP%Dw I>rOE�5' I// /// /d,7C %-/// !_%`' ?his System r Designed to Djs-narge o:a Rate of .05 GPM Der sq It of Flw Area Over.a Remote.a,,,of f Density .05 i 2 Sprinklers w-Scr.Supplied with Water j)=in VARIES I K Foctx 4.4.4.9 CJ---- / / (_ 3t the Rote of 26.3 VM 36.3 P�i "' �%-'`�' -2_% .--/ :zG •-;lij_ a'the?!;SGf+!>W XAE�' ' Hose A!o ✓�// / ',/ / ♦ / / / / ;' `` //� `!•/�•;! _-. �'�•!?0:�:B__;.'r; �:Syste^i-is Designed to Oisrrtaae ,�' TTr_• _.TT of F oar Rate�f^.05 PM r Der D sc ft } Area Over a Rc'no._Mec tf yV' / //' �M'� j i �� /i i cam/ /! I _-•_..1 ylL.lam•r ti / / %' �i 2 So ink'ers rren 5upp!ied witn Plater --- _ --- - -- he Rase of 28.1 GrV } o^; '!• % /// f / / J S�. r// .......; ri__.•-•�__L-��.�...:�-.---^•��_� i �'// � / /, at the IF l�t�ffo.'� /�i / /; / - �= i,/ /; J ;, ?'r I. ::sue I �r�t / %' �i % i; i .� I .� .._ � i -•ram-%=•_ L_l. ,' /, Ii;/ / 'L7%.=' .// ,% �p�// i i; ;- ------- --- is T• Low+yet �_ .iY ,SB •S' !i / '/% % / t/ / / A, "I 1 X /' ;i; MASTER '�. 4D !^ r '/j�� i BATH ��/ � I XX -T, i / '%' %:IZr --I +►� .'N1AbtCtc/ /i •H'�� ! - ::// / / / / .' //r% f,��: / \ !'jJ ��1 i ! ,� //// /�/,' / /ice/ y// •'� ;�' ✓ /� / /�/;1 L' , t HYDRAI:LIC DESIGN ;'.I i :! 'Ir/ / // /,' , I �_..:_.. - - _• ------ / // + / J '/ CAI C AREA re I / / g t'✓ f // / i/ / ;J/' r - ----- - MASTER ; SECOND FLOOR V� / v�•. r /' /__ /ff�w / C✓/ ,// /'� f l_ 1;t i�I i / / % � /. ,/ � % � �J /'�J,/i II.U.LWAY i,/ :y, // ✓J' - //�.///^ /� `i +1, /✓,' -----_- =_ _!` BEDROOM / '� / J/ �_l r• �.c�/_ / %%V. ;,f J ` HYDRAULIC DESIGN CRITERIA /// /'• Tifc:. /R �: / / �` I. , /!• / /All 5 tT. J /_/��` j• /.,. / � �• t/ / / / % ,/ i !/Pf J" / // Y / ,` f 1 I/:I i� WALK �:,, ITJf 1' j / rL // /r%i /'�� // /✓• Density .0$ _ ✓/i J %// / / ' , '/; ` $ i CL �,, 10»c I�+y`./%`/ / / / Ar/1/ ,� j ? !,r // `/ /` /,/� / i'V ,,•ram// / /+S'V, Spacing-VARIES .i �/ �%v' � /• / ��y / / �f/ !:� j'� // ?��:T_ 9-a'1 t i J i /' J�/J�''YR // -� ✓ r / � K Factor 4.9A(-LY-Ipd '• jl,�r %\ ? / r ! % /" a / �� /✓ / i✓ Hose Allowance - %I ///' ,�y'• / / / /'/,.X / + ` .'/ /// /7'/l J'('• t� fFak•. � �r o / \� = _ - -- -- /.46 % /k// ���' / ,�//// ✓ //��' / Th�System is D�si ed to Discnor !�' / i -e/ �_ / ,i ��`. --! DEN i(; Ys S^ 9e , // / / i .,, r ! HALL - at c Rate of �5 GPM per sq It f / / I / / / �✓ / � 'ii - I , 0 Q,)- !/;7 l /'KI / J �� / /'/ /, ✓ // ?f Flaaf 0.eo Over o Remote Area of /i/% �,=/� .(�:"'.'_'_�_�`�- -_`'T .--_-'�+ 9•-a• ;$►:Yt!Gtd? :Ir•,/// /• /r /�/'/ �' % /'` Sprinklers when Supalied with tHater / I' ;i✓. / >f / ,/ / / at the Rate o' 34.4 GPM 3t a5_,aS;; �. V�� / it H/' V�A� j' ;�-`r�:,i; t S� ; /i ✓ � /// j/ :, at the FP C5C►1[RGE NODE i/' / !! / / ;' i I ,/'/ /r %/,/ \ �J;; �_; =� / J \ /r'A J 1 /" j i .I / !✓ j j r r i ,\A,c' �' / RO �� / / / li'�/ /��% �. / ✓. LAUNDRY �` `: .y yc y-�/ , 712 1 _/ / . �L•�'n�jST?%7r,,c C / , / /{r .'q}�//' % '+ 1 r' LINEN s+ i S A1R?•: ,/,'/ /iJi•u�r v +sr r ]•••/LIP el. Ar I I / /: / /% / ; /✓ % ,` j/' f,• � ; i 1 i l l✓; \� �y a SAND*.,). , ,r // /.r ,:� .!'� � J/i/J,'IN' �' ✓/I ! 'I: i/i v' / /�J i/ f/•/� 3/ , %' y, '•�; / i ..._"� \. •`�.:' F i�` S!.Yt.R'H ' // /1 _��f tt-...._---_-- y .--� I tBlf t �'�' r `/r,- 1.r - r ,F �fa!y �1�Y^✓ '// J// %I I� /i // , ��/ //; % / //�-�_ _.�Z._/7._.i�,,•:I'•�i' 9-E '•'l`'� � 1 T( _____-_-_ _-._� 1I'1� _�_�f ['1 �, -tr_•• �'-f.��✓��y',r j'/ / ,J: ✓, / � � �`,/ / r�j /%/ / ;/ /• �//• / /.. I•..(ti'I- c t il_ '�/ ..L1 e. ii:� - •�jr%'y��T7"_,, / / - �� .0 / j� I / //.r�%4�%%L/'7. 'r'✓JI."-/.'r '� - ✓/ / -- %I� t�I ---.... °.._(IY t,i///�-j/'/////�///�//`///f////i///%/i 'J////J/;v`y�./%.,!`•'itI��/'i_/Ji//` JJ!//','/tr//J''r //.m //%!,./i%'f//'':r'/!i!//////j ��a !`-1' -I v�-�`lr•�'--`_`--`'�+'a �it,-L Ll�:1'f"•,J_-'_-'---Y If -�.-iI i�'I:V.•�/i'r'I-�--1�y''/Q'v!/'/'� }`fA/L'�fD`^/'G��,_e.L /Lt�T�:_/v••-•'r�• lr +/ C�L 7 -!: r , /fi�•,/r••'-%=�I I-} / I 1 C. i j 0-7 c:c4_T l5i�' �;• --- I;%� / / ,"/ //tl1.'/ / ///'i J'�r"�,f//�1��/"/��•% / J'// f� /-'1I/ / // / / r / ! `/ iN / J y./ ' � //,,�//' /j r..__-i _ ...... � y i ;- I i J / ✓! /:!/` '."�•f i/ // //;�I-I Wlo '/ /:ff ' ', ,. ( a•-„� -�•.l//' �J -+�'' �� A�f'ir ��%� ;/ //� /r// �/ 'J` J�` / ' J/r/J- �=-- t UI /.'/ ! f , % // / :,1' t ! i..� _/..!_J'/ / ('/ /" / /\� if ti' %' / �✓ E' //' // /'/ // / X ; J J'/' / / / i /l" A _ :! /ice ' %:% '.J / J �/� r __47_:, :f. t"/ // J .k-- t +1_J'. --`' J % �// /'/ ,'/►'//�/ i/'/ , y //i ' //i////%I I I I;=Y-f r.�f/"/4/-? r j •/, i/ /'r � 1 `, ice: i/. //`/ / �; t. ,rj j"J ��I'' / %% / %/ !iJ�r��i //�,' /� %/ ii j/•J�/` ;/j///r `/ j/ + i J cJ�iJJE^I �BE 32 P !!/ /` i`/ / %/ /'✓: , '';)? / ///•,/%/,.� / / ,/�/ %; /- / /i/f / �;,% / /J,/ '/% I////X �._-_•r- -.r-'--_..» -?-''-.-__.-__._- i Ity/` / ,./i/ ,,/ f (- ;i- _f ti... _�ya.�,..J , r' 'i i i:_� I' -fir.._:_ .','I __.. �---!••! 1 X r;r /' ;" - _ !..,i�.._.:,/� -- I/' ��••---a .-._.._ !�` -=L_ y� /'/ ✓All ✓/r -�- /_!__ / '♦ / !_i._ j r:- L - --�.� -_"-,r !I: ' ..lLA J.�=2=�_f:,/fV r /. 4__� � _� -' _: f-TV`- ,'/ i; ♦ /' i E,,i ALL SICEWALL'5RR!.KLLN5 O1 THE SECON-C Fl r.01 Sl•J1 BE LO"A'� AT � �� t, �_ -- EC. 0-I EEtON'THE CEILING -7 /._7/ UNIT rr n ' SECOND FL ODR FIRE -- FIRE PROTECTION PLAN %JAV J.. . SOLE.•9/4"_1=0" •-- ,o 'c �ZS' U i E12�e1r/ PROFESS' 1.Ali pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided: SYMBOL LEGEND SPRINKLER HEAD LEGEND and installation by the sprinkler contractor -Head Cabinet,spare heads and head wrench per NFPA 13 SYMBOL DESCRIPTION SYMBOL OESCRtnTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN JOB INFORMATION 2-All dimensions shown are:end to end -Provisions for flushing connections and draining o!all pipe II+tRA;tIC+tEfEfiffCFPptr + fA17AL VC-3 .W-41T11rGtC -p?Qpf tr�liil<t�•�7 K t-'e%5i5ii NI tFuniS' PROJECT:KINGFIELD DEVELOPMENT 3.High temperature heads are to be field installed where required. -inspectors test connection shall be provided for each system r'0°`3-!El*eF'_0AT,rocr• cONTRACr3:OOOQ REVISIONS: aarE: ADDRESS:INTERNATIONAL DRIVE ? a All pipes and hangers are to be installed per NFPA 13 Hydraulic idenfificatior.plates 8 NFPA 13 required signs t°+) 3EYATit@::�I Wf1VMFLvaF Q_ r�tval¢v,!;q�tr�y eF,GattuFpFSIOFns E�viBi� r,ls���topp g tp1;1'; GENERAL REVISION 7i261!7 CITY:RYE BROOK STATE:NY ZIP:1Q573 5.All new wet systems shalt provide a relief valve per NFPA 13. Dos io o� FIFVROOFTcwarsE& __ CLIENT:THE WARJAf+!GROUP PHONE: t 41 76 t Z50 �.i.. 6.All new piping is to be hydrostatically tested at not less they,200ps+ It is the building owners res --- t DNSTNtICYtDN:WOOD LTD. Z,- for 2 hours,or at 50 si in excess d g posprinkty to provide adequate heat for all areas in fhe I C +��O'e�t _- :IAatE F[�s;t ItEVDMr�tr ta�tn Seri It5I�1+x1R_I:Hp,.c�r•eITSaF sa+artA3tn " _ ■ ■ Q 711 e maximum pressure, building protected by a wet type sprinkler system and for all water filled supply pipe,valves i f tau=110EAsca1Er)1QQ;;I -Imri LIP -��-- ADDRESS:S INTERNATIONAL DRIVE SUITE 1 14 when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems. --"' - - OCCUPANCY.NFPA 13D ^_ CITY:RYE BROOK STATE:NY I1P;t 0573 7 A quick opening device is required when dy system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air I -?-/�- a n��:uw -o' E�+ ahR �t'1i�51 i 5 INDUSTRIAL PARK PLACE,MIDDLETaWN,CT D6457 SYSTEM TYPE:WET 500 gallons per NFPA u compressor or plant air system specifically approved for end Capable of automaNCzlly _ DATE:Q3/Z71201 7 FIRE SPRINKLER CONTRACTOR CONTACT P:860.632.8053 F:860-632.8054 8.NFPA 13D apply as required. -••�- P�FaSEartvytE ----- -• _. -__ maintaining the required air pressure. 9 )Pe;�louFncowta•.cEar>rrwc; ---'- -- -- -- --- ` YVWW.MACKFlRE.Cf3M PORT CHESTER ` �- DESIGNER:CHRIS JUDD PHONE:IB601 39B•502 IL `�-'�tom_P°EA1RAlIaLRIE:UTIMiiArS M- Tt»pl THIS SI.ECT: -' AHJ'FIRE MARSHAL ---`� E-MAIL:CHRIS�MACKFIRE.COM TOTALT!tlsJao:• LICENSES: CT:F1.40291 MA:SC-120494 R1:000347 FIELDWORK COMPLETED: November 15, 2021 79 Underground structures, if any exist, are not shown hereon, except as noted. The location of Frame Building underground improvements or encroachments e g p n ar FILED MAP REFERENCE• not always known and often must be estimated. Subdivision Map of "Kingfield" F.M. No. 29210 If underground improvements, easements, or filed August JO, 2018 encroachments exist and are neither visible during normal field survey operations nor described in Subject Lot: 82 Utility CRW instruments provided to this surveyor, the may Shed w/Fence y .Y y Known as 23 Jasmine Lane not be shown on this map and are not certified. Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.67 �b This property may be affected by instruments which have not been provided to this surveyor. C I Users of y '1 this map should verify title with their 100 81 attorney or a qualified title examiner. Legend o 1 0? o. Only copies from the original of this survey AC— Air Conditionin Unit ° 1 marked with the surveyor's embossed seal are g ° 1 y genuine, p— Sewer Cleanout g true and correct copes of the surveyor,s 1 CRW— Concrete Retaining Woll ` original work and opinion. A co of this ® -- Curb Stop Water Service 59 04 42 E 1 P Py • • 85.00 document without a proper application of the ®_ Electric Box 0 z surveyor's embossed seal should be assumed to ® Electric Manhole . — Gas Vol ve z Fen ce O o be an unauthorized copy. - Li ht Pole 4 N Q o n 3 ' 9 - o , o 2 o- Telecommunication Box "' � �• p g W _C 3 ®— Transformer Pad o ' ° Frome Building � cb coo � r' 0 w N ., CD Q O- Water Valve 3 to 1 0o L — .. Z �- o00 "I Open —• Q rr ° Porch l p m Area�2451 S . Ft. - Woof 1 0 S59.04'42"W , To date no ! 1 `D rt e Report or is subject to a ° 01 0Cb current, up to date Title Report. rn � 1 0- 1 NOV 2 2 2021 Property corner monuments were not placed as -J part of this survey. VILLAGE OF RYE BROOK 83 BUILDING DEPARTMENT This map may not be used in connection with a "Survey Affidavit" or similar document, statement or mechanism to obtain title insurance for any A Built Survey s subsequent or future grantees. n CRW ch Utility w/Fence I rP7oof Shed 23 Ja smiffne Lane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is ! CRW Open CRW 82 a violation of Section 7209 sub—division Porch LZZJ 2, of WIRo pf w/Fence Unit the New York State Education Law. Pro pared for Frame Building According to NYSAPLS policy adopted January 23, Sun Hn . 1993, the alteration of survey maps by anyone other than the original preparer is misleading, arkmto A7 dw confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey P ,mo s To wn of Rye ,surve Y Plans, or survey plats prepared by others. N S T EWes tches ter County Ne w York , EIVG//VEER/IVG, SURVEYING & GRAPHIC SCALE 808lre I' w 20' Date.- Abveffbw yT, 2021 LANDSCAPE ARCHITECTURE, P.C. 0f 20' 40' 3 Garrett Place Carmel, New York 10512 JEFFRE Y B. D eROSA, L S Phone (845) 225--9690 • Fax (845) 225--9 717 • www.insite--en .com A •BUILT New York State License No. 050749 g D 2021 I n si to Engineering, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) DOCUMENT-- � - 1622 Z 200 1 inch = 20 ft. Lot Maps/Lot 82.d wg ZAS\16227200 KingfieldlLot Maps\Lot 82(23 Jasmine Lane)\Lot 82.dwg