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HomeMy WebLinkAboutBP20-150PER IT # TYPE OF WORK !OB LOCATION TCO it FEE DATE nIShPO' basemen, OTHER APPROVALS ARB BOT PB ZBA OTHER INSPECTION RECORD DATE INSP FOOTING FOUNDATION FRAMING RUL FRAMINGt�`'1 o�►lPttul /U26fas�, j Plg fl+t3 INSULATION � � ,� _ j"' PLUMBING �l �7 RGH PLUMBING cC� I_._e � GAS SPRINKLER /� ^� J ELECTRIC ft �!-O�l ��✓1�21��'IS2 ��eC Cd' C'O�su/��5 LOWwVOLT ALARM I 0 2� r AS BUILT _sl —'� 3� __----1• - __ �jif 'jam C41� ,l�—�c Lp Uri FINAL - .... _ AS-BUILTtFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR D�YELLING UNIT THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION WAk Y FR PRIOR FOTHE ISSUANCE OF A CpO, A8 REQUIRED BY NY STATE UAW. VILLAGE OF RYE BROOK WESTCHESTER Cou TY, NEW YORK NO: 21-189 lyft'1 Certificate of Occupaurp 0/1 This is to certify that ] roc1L Ocj r�pe r`.+' L L C of, having duly filed an application on A&ewbrr ;&2o—x:2 requesting a Certificate of Occupancy for the premises known as, 15 Pr1wraSe 4V,r(f ,Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: /doBlock: - Lot: f `7 , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. c�?0-450, issued 20 a , 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: le 1W11V ,for the following purposes: AYnalnpd � D"r?aje -Farndv dwe N/ Subject to all the privileges, requirements, Iimitations and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT _ APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height sh l be made shall the building be moved from one location to another until a permit to accomplish such change has o ing Inspector. Building Inspector,Village of Rye Brook: Date: NOV 2 3 2021 tL�`46 i 43 i JI�1le�y� O'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.j:y eb rook.org TRUSTEES BUILDING&FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE November 23,2021 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains, New York 10604 Re: 15 Primrose Lane, Rye Brook, New York 10573 Parcel ID#: 129.25-1-1.94 Mechanical Permit#20-112 issued on 8/14/2020 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 Ag DR �• y9 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914) 939-0668 Christopher J. Bradbury w^ww.ryebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE November 23,2021 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 15 Primrose Lane, Rye Brook, New York 10573 Parcel ID#: 129.25-1-1.94 This document certifies that the work done under Mechanical Permit#21-184 issued on 11/23/2021 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izza Building& Fire Inspector Ag ED D E C E Nti For office use onfv: BUILDI Zkd 6 PARTMENT PERMIT# -5d NOV 8 2�2� VILL4C OF RYE BI'OOK ISSUED: �-)4-aClarj 38 KiNc SrtREE , Y»BROOK, YORK 10573 DATE: . VILLAGE OF RYE BROOK (914)939 066 _)�)939-5801 FEE: ' PAIO BUILDING DEPARTMENT 0 Or APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION ssrrsarasrsrrrsssrrrssrrrsa►rrrsrr►r»rs►►s►►rsr+rrrsrrrssrrsrrasrrr►rrrrssr►rsrraastrrrtststrrrasat+rrrt+trr++r+++++�+++rrr Address: 15 1YI 00 U-WL 11 IbS-7`:3 — Occupancy/Use: t74 5 Parcel ID#: I Z� 2S I - 1 44 Zone: u !� D A'e_jrg1lq �j Owner: SC 2y�2t?Ll�i_ PAOTr�&eS L LL' Ad css:ee(,tlgr gqj�;n 4-Aft / Af��ti l,(��l YtL7[I�r►��1 P.E.fR.A.or Contractor: _S4&3 2P Drc11�CLEPn1�cr1 Ad ess: I VNIT�cPL�trr� N L� lx% 1 PVA i1�.Io Person in responsible charge: k.A LLI A M 0 4 L{t_ A dress: #l&yJL<'L M)6184 4 a<Ty 32S I'_31A 1'17Z ptlt'AS t\&I Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: W I L L I k-'IM a 1�O L— being duly sworn,deposes and says that he/she resides at 3tt �'i rn'�P )ZhA, (Print Name of Applicant) (Nu.and street) in �'[ IYI ��I� in the County of rt4I je_fr4Ljj in the State of 0 r that (City,"Town/Villagc) he/she has supervised the work at the location indicated above,and that the actual total cost ofthe work,including all site improvements,labor, materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S :7 4 4 .7:7-IZ.D V for the construction or alteration of: kl—Iit&tL r3 !�("Lk rR✓�li I L14 DV)kL.L J 13�kM kt�;i Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,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 ys250-1 O.A.of the Code of the Village of Rye Brook. Swornto before me this 10 Sworn to before me this day of &quSt , 20.41 day of JAVOU I5 , 20 �;L j_ Signature of Pro mer Signature of Applicant ICU(.L _I Fy/yl 01 C6 tlSP�4S<__1 t�U f Lo ikm 01 e K L_ Prin ame of Property Owner Print c of Applicant otary Public Na ry Public TRISHALRTINEZ TRISHA MA TINEZ : ,i ;. 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 �E BRC0�. �7 l> �O 1982 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1� 1" Z O-S� DATE: + �-L PERMIT#-L7'ZO - I o ISSUED: SECT: 17 -2-S:- BLOCK: t LOT: j .a7 LOCATION: �t t fz w�t L) 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 ❑ C�fOSS CONNECTION FINAL OTHER 1 QyE BR(�jk. tim 1982 BUILDING DEPARTMENT UILDING INSPECTOR ©ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - ADDRESS: !>� i� �``�"�� -5��- C -� DATE: It PERMIT# [�J�7� 1ST ISSUED: SECT: BLOCK: LOT: LOCATION: 12CM:�t-o t aC I/A L-L. OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED El REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ ,FOOTING DRAINAGE 0 FOUNDATION ,'❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS fz - u-t g_L t-L I ti �i7 C +4 G(7- - ❑ FUEL TANK f ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER - Raw ,��.�y �- rr�� �► Ate" �•��� _.. dm iK yv 1 s1. tj 0 F1N388V 'Vd3 Oa NIoiins �002i8 3A8 30 39VIIIA 3AO3,13 Q . VILLAGE OF RYE . ,•• FPARTMfzh fir'•` D ECEgVE VILLAGE • - BUILDINGVE.• �! i ti w -s J � ,F+ or,BRaP to � 1982' BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS ' (•� DATE PERMIT# n ISSUED;�J SECT: I� � 2 BLOCK: � LOT: LOCATION: ��C 1 OCCUPANCY; I ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER E BR�k w � • 1932 BUILDING DEPARTMENT BUILDING INSPECTOR El 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 :— GZ l ''t-�� _5 DATE: Z 4 PERMIT# ISSUED: `SECT: Z Z`t ,Z BLOCK: LOT: 1 '4 LOCATION: cl�c'7' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE Cl FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: V11 OUGH PLUMBINGOUGH FRAMING NSULATION NATURAL GAS L.F. GAS rl ❑ FUEL TANK 1 ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION FINAL ❑ OTHER L6 * Q * ® U = 64) Cl t-, 'C v �]. Cd sd LM G G * W L-4 a' 0 00 O w tn G7 * W X-4 * Cd Q �11 S-4 * Q * 4-PO v 4-0 cn * 1-4 — o a� * ro * 0 � C 'C3 � O v, � Q.yE L1R(�j�• O�` tim 9�z 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 aebrgpk•org - - -- - -- - - - - - - - - - - - - - INSPECTION REPORT - - -- - -- - - - - -- -- -- - - - � S- L�.s x �.. 22� 6 � P ADDRESS • 3 � � � l ATE: PERMIT# ISSUED: SECT: `�'a• BLOCK: LOCATION: 63) �7 (I\As OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS...�Ef ACCEPTED ❑ REJECTED/REINSPECTION REQUIRED ❑ SITE INSPECTION ,❑ FOOTING FOOTING DRAINAGE ❑ FOUNDATION NOTES ON INSPECTION: ❑ UNDERGROUND PLUMBING ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑' FINAL PLUMBING C3 CROSS CONNECTION ❑ FINAL ❑ OTHER �f,B UBUILDING DEPARTMENT Q BumpiNG 1NsP8cron ASSISTANT BUILDING INSPECTOR VILLAGE OF" RYE BROOK b CODE ENFORCEMENT OFFICER 938 DING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914)939-5801 www.r_yebrook.ore --- - -- - - - -- - - - - - - - - - INSPECTION REPORT - - ---- - - - -- -- - - - --- - -7 ti ADDRESS:— DATE: PERMIT* ISSUED: SECT: BLOCK: LOT: + `� LOCATION: OCCUPANCY: L ❑ VIOLATION NOTED THE WORK IS... [] ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING Y' ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRC��. �9b2 BUILDING DEPARTMENT ❑$IIILDING 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 WWww.rYrYebrooLor¢ - - - - - - - - - - - - - - - ---- - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- -/ADDRESS : I (-� , u -�L) k. I 1 1,7 DATE: PERMIT* �- � ISSUED: � SECT: � �1 � BLOCK: + LOT:j' i V LOCATION: Cz OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ` Z)�"4 '� 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 ❑ OTHER f>/�' 14b2•`ice© BUILDING DEPARTMENT Q 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.ryebrookor¢ - - -- - ----- - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- --- ADDRESS: ;! � `� `_ � DATE' PERMIT* �� � ISSUED: SECT: +�-� �� BLOCK: _LOT: � LOCATION: 1 TXA-Q X °� ; 1 ,- OCCUPANCY: L \ , ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION [[[ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION /RyUNDERGROUND PLUMBING A s NOTES ON INSPECTION: 0 ROUGH PLUMBING !'�`1'� �-�tL I� ❑ ROUGH FRAMING "co- � ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E 1982 BUILDING DEPARTMENT r❑f BUILDING INSPECTOR �I ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OpFICER 938 KING STREET•RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 www Mbrook.org --- - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - -- - - --- ADDRESS:. (1G�,Q L DATE: f c , r PERMIT# �0 ` ISSUED: 4 ECT: I �.� �BLOCQ: _LOT:_v LOCATION: OCCUTAIiPCT: - ❑ VIOLATION NOTm) THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIREn ❑ FOOTING 0,FOOTING DRAINAGE 4t FOUNDATION C�9•r^�1 .,J 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 O1 Zm '9a2 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.aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - ADDRESS:— DATE: PERMIT# 1f ISSUED: LOCK: LOT: LOCATION: j ( `n - �� �� OCCUPANCY: 2 ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH-FRAMING 'b INSULATION ❑ NATURAL GAS L.P. GAS FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 9nz 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 : l \ t �.� �� _ DATE: ZU I y°�- PERMIT# t ISSUED:—- -SECT: BLOCK: LOT: LOCATION: _1 �? - `�_ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... El ACCEPTED ❑ REJECTED/ REINSPECTION ❑ ,SITE INSPECTION REQUIRED Q FOOTING. ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS (� [I FUEL TANK ' "2` ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER 4 N N a O N N Ir a N N N � a oc tr fn 16 00 tri mm04, • a C Win w c 3 3 -D co Oa. cr Q Q w °' (4 .� as z -; r U It z rA C � •• .. _ ' 06 GZz7 G7 A Q, i 0. d m 0�, W6 = s B C DEP MENT VIELL E OF RYF,' UoK OCT 3 0 2020 938 YJNG sT RYE Bid 1 NY 10573 (914)9 s 939-5801 dok.or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: EP#: au 02' 2 Approval Date: NOV - 22 Application Fee: $ Approval Signature: L'll Permit Fee: S -.-5a Disapproved: Other: (fees are non-refundable) Application dated, � is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. I 1.Address: /Jin r /` �`��� � SBL: i �'/` /• _zone: 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 Intemational Drive Suite 114 Rye Brook, NY 10573 Phone#:_914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, New York 10573 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortinoi@enterpliseelee.com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10573 4.Proposed Electrical Work/Fixture Count: 01XIA104 9M &24� A/a 05e /cam /CG/AJ 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 appl ic-jnt) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. {indicate architect,contractor.agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rya Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me th,4540th ZI day of ,20 day of Oc6ber Signature of Property Owner Signature ofAppli nis M. Forti 14111111��� Print Name of Property Owner nt erne of Ap t ,""" All Notary Public NdFPublicOUA arM _ 0:Rp CO CL Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-t595 DO NOT WRITE HERE—FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERIIAITI TEMP!1 DAT `- r�`* C OR VILLAGE © ZIP, � TOWNSHIP SIRE D f]R jiOAd S r ( POLE NUMBER BETWEEN WHAT/+TWO CROSS STREETS IS PREMISES LOCATED? SE LOCK LOT i OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAM D prfiEES J f� ,F} �j-y.� ;- HOME TELEPHONE NUMBER CURRENT SUPPLIEd BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO,OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO WATTS EACH INSPECTION OUTSIDE BASEMENT -- y 1"FL. 2—FL. CO K I REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED. IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED, YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPUCATONS 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 F ADDITIONAL C7 EXPOSED[] CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD G UNDERGROUND E AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. b"9 OF COMPANY �✓/�� � , �+ DATE OF A PL7T'ON SIGMA RE F AP AM BTREET TELEPHONE NO. ZJP i7aS� fj,� LICENSE NO.WHEN APPLICABLE l WESTCHESTER ROCKLAND ELECTRICAL INSPECTION INE15SERVICES.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: 15 Primrose Lane Rye Brook, NY 10573 Certificate Number: 1031804 Section:129.25 Block: i Lot: 1.94 BDC: Permit Number: EP:20-217-BP:20-150 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 inion the premises at: 15 Primrose Lane Rye Brook,NY 10573 ©Basement Q 1st Floor ©2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11117121 Name Type Quantity Receptacle Convenience -- 73 Switch Single Pole — 48 Fixture-Luminaire Incandescent ------ 15 Fixture-Luminaire Undercabinet ------- 3 Fixture-Luminaire Recessed ------ 44 Cook Top ------ 1 Dishwasher ------- 1 Exhaust Fan ------ 4 Furnace Gas or Oil -- 1 Electric Room Heaters -- - 1 Bell Transformer —— 1 Dimmer Low Voltage ------- 18 Service Disconnect ----- 1 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. f This certificate is valid for work performed before date of inspection only. WESTCNESTER ROCKLAND ELECTRICAL INSPECTION WREII)SfRVICES,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: 15 Primrose Lane Rye Brook, NY 10573 Certificate Number: 1031804 Section: 129.25 Block: 1 Lot: 1.94 BDC: Permit Number: EP:20-217-BP:20-150 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: 15 Primrose Lane Rye Brook, NY 10573 ®Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the Installation,as set forth below,was found to be in compliance therewith on 11/17/21 Name Type Quantity Hot Water Heater ------- 1 Cable Homeruns ------- 3 Phone Lines ------ 4 A/C Unit ------- 1 Air Handler ------- 1 Sump Pump ------- 1 Panel ------- 1 Receptacle GFCI ------- 16 Smoke Detector -- 3 Carbon Monoxide Detector ------- 5 Microwave ------- 1 Refrigerator ------- 1 Disposal ------- 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. i This certificate is valid for work performed before date of inspection only. WREld@%IwRV,,,S. ESTCNESTER ROcliELECTRICAL INSPECTION SE 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: 15 Primrose Lane Rye Brook, NY 10573 Certificate Number: 1031804 Section: 129.25 Block: 1 Lot: 1.94 BDC: Permit Number: EP:20-217-BP:20-150 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: 15 Primrose Lane Rye Brook, NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11117/21 Name Type Quantity This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. VW This certificate is valid for work performed before date of inspection only. 01 O e-! �e O a 16 v g E* a. e M n e: w w --,r co = ZI OIN •o ,^ O a A400 tn a x A � R Q o CD5 r _ 06 a � < _ G w Z C < oQ of FSEPBUILDING MPARTMENT t 21020 VILLAGE OF RYE BROOK VILLAGE OF RYE BROOK 938 KING!.S•rREET RYE BRoo�,NY 10573 BUILDING DEPARTMENT (914)93y=0b"68 A)Cq9#�)939-5801 wtvtvEbro .0r PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BI'#: U(u �i � PP#a��D Approval Date: SEP J 2020 Permit Fee: $ q-40 0oPA Approval Signature: Other: Disapproved: (reel are non-rerundable) Application dated, Qdo 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 will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: FJ 4SBL: / q•0?5-��. Zone:RID 2.Proposed Work: bl Or n IMI n m-eM 3.Property Owner: �j(ODi'L (a'� �"(� Address:-LA W'Sk SOW TOE " �1 E" Phone#: "I '"1-'161 - Qb00 Cell #: C1ILA-�94- S0D email: ;rftil� rt�ikz6p vet uW•LO- 1. 4.Master Plumber: ?CLO Address: Lic.#: Q 10 Phone#: - Cell#:�IS" 5c -�b6 I email: inn C �t1rv1 YTS. Company Name:1�IPl7Ct $It DIt yYvtl�t rle] upG la ;C(o((M Address:10A , '3t 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 I st Floor 2nd Floor 3'd Floor 4'7loor 51 Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) •1- 3/21/19 S TE IOF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that lie/she is the applicant above named, (prink name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the CO nkICDxCdif'je- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this f Sworn to before me this day of A Gt,�(W_G-f` ,20 2 y day of 20 �e Si to _ roperty Owner Si ature Applicant "I (' _J�)Gt_ODf s P0,k)\ K)_eLhdat�[L Print Name of Property Owner Chfistim A Boyd Print Name of Applicant Z Nay POW, of Near Yait �y r No.01 W6166307 tl Notary Public in WestChesterCounty, Notary Public WENDY J ABBAGLIATO COm�isSion Expires May 21,Zen NOTARY PUBLIC-STATE OF NEW YORK No,01AB0378708 Qualified In orange County This application must be properly completed in its entirety and must include tl{LX1;q t%T..Lkfii�i �i1 Pi><i j76117 2 the legal owner(s)ol`the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- V21/19 BUILDING DE,P.ARTMENT M-F-- biook.' EDVILLAGE OF RYE BROOK 938 KING S�%t1EET RYE BROo h, NY 10573 (914)939-0668 FAX 1'4 939-5801 ` �' VILLAGE OF RYE OK NNNV .rve _ ore BUILDING DEPARTMENT **iei:k************ir**xxxx xxxxx xxxi**iciv it tit**********i++t**k kkit 9ek*tie tie*kk*k*ie Pik***kir*****k*ie*ikkk**it ix it sekk*k*k*kit AFFIDAVIT OF COMPLIANCE VILLAGE CODE &216 •STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF;NEW YORK, COUNTY OF WESTCHESTER ) as: I X, ` eT I �t I S , residing at, ()&k SIL6wkI-�_Phili (Print name) (Address%%here you li`c) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; , Rye Brook, NY. (lob Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (5ignatureo rop ,' �iner(s}) J dL 7 i,t-i`3' G f (Print Name of Property Owner(s)) Sworn to before me this 3 day of (Wotan Public) Christine A Boyd Notary Public,5taw of New York No.01906166307 Quakw in Vhswhmer County ' Commission Expirm May 21,2W 3 3/21/19 r N r•i r ri r rq rq N F 3 r Gd La: a� o 4 g ti E [.r e a •• r^ ° �Qy w V� to O rnN 3 ru- W � x " J t� _ , t: E a! lr'i j a, as ►--� co 0 OD co U 411- -cc z � C 4 Ei C + 96 > o o m +:7dSr :z: fYi ac .y. ..s 10 o Yi G>3 N a H a �E2 Q•, U G U v �. r •• � p,,, � �', a Cr � oC € � Fes, t r c BUILD.�1�1�L�RTMENT C IE j ��E V1L,L�fi�:OF RY�OK 938 KIN( vi,RviF B'U , ,NY 14573 JAN 16 iU J (914)93 � 39-5�301 w k VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SP FOR OFFICE USE ONLY: 1 Approval Date:� 2!O '#: -/570 mlW aD_- / )c Application Fee:S_ - Approval Signuturc: _-- — - Permit Pee`:S e Disapproved: Other: Application dated: _-__—is hereby made to the Building h7spector oflhe Village of Kyc Itnxik NY lin-the issuana:(ifa I'emiil to install a hire Suppression System as per detailed statement described below. I. Job Address: 2,00y tM _ Parcel I.D.:fact -L55 t,.- .cl!+ Z)ne: � 2. Proposed System(Describe system in detail including suppression agent): A3r - 3. Number& 'Types olTire Sprinkler I leads: - - - - - — 4. N.Y State Construction Classification: 5B -N.Y.State Use Classification:g� 5. Cost ol'Installation:S 1_-51404 (Cost shall include all lalvr.materials.fixed equipment.pmfessional lees.wid materials and labor which may Ix donated gratis.) G. Property Owner: SL R— ISroc>1L Q�r�r,er�,- ------ -Address:So ° ceet m, ! I' 1aao`+-d' 'S Phone# F 1 Cell# email: Applicant: _Address:t L�lss�trvad pc, ,K- p1amr Nji+ tci►�n Phone#kaG4r. _e,051 Cell# O)$93—y 1�. email: t .herrbr,�cs Architect/Fngineer: Q.`A/, '`��fan ��R��,e�Address: 519 Blp;i,ghtt- , �;�}������•t tp. I'lnme# Cell# email:'NQ(c� — (icneral Contractor: C AC1.4 Address: ?,n,•cr,n�,n �er,u� po�.,1;., 1 Phone# _(114",5_9460 Cell --- -l- 12.s.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 Al 1::OP NEW YORK.COUNTY OF WESTCI IES I ER I as: Il�aca•bdE-z.__ _ - ,being duly sworn,deposes and states that he/she is the applicant above named, (print a�1 me of fiidividual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the for the legal owner and is duly authorized to make and file this application. (indicate architect.contractor,agent,auonxv,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 Unifimn Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to belbre the this Sworn to bebre me this day of , 20 day of 1 20 1-�- SignatureolTropeny Owner Signature orAppinmu T Print Name orPropeny Owner Print Name of Applicant Notary Public Notary Public Ntotalty Pdfic,30 to of New Yank Na 01 W61 fW Qtlrawied in rW*ftb W CVMty Commill6w Ei0 t May 21,3M 12 8 N, s 00 N N eq 114 \ a u v , u 7 ` t1� O 3 Q a � W o 3 8 2 2s4072 ad F Ln C41h .� tn -� C A CD A U zc rr }} © 00 z ..i Ln W V +- � ►...1 H M U cS9 s A w 7QNo • � !-'� � C't �.,.,� � ,.� � w w � � s as r � ham+ 00 < = o d OZI N h L I� r v o ca z s CIL , ° p Lii a u r �c � � a s BUILD MENT D IE J v VIL OF R . OOK ID 938 KING ET Rt Bit NY 10573 NOV 2 2 2021 0 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: ..,,,.. 11LRM1T#: 1`f!ro 0?)— ( F Approval Date: NOV 21 PIT Permit Fee: $ C-�)0o'"—P L Approval Signature: Other: Disapproved: (fees are non-refundable) RE UIREMENTS FOR RELEASE OF PERMTI'&CERTIFICATE OF COMPLIANCE: I. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment ofFees/Unit: RESIDENTIAL=$100.00/unit•COMMERCIAL= $350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated,1l—09�—Ql is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. 1. Address: Ny F 0 S C L 'ap�, SBL: �.1 � � �— 1� �, I`TZone: PLj 2. Property Owner: [ t (� f)fa, k Address: Phone#: I LI-J71' 3J 42 Cell#: email: 3. Contractor: To �im Address: P6 > A 3S l r, Phone#: �b�?' O�P7 ld 106 Cell#: email: 4 nr 1 6 0 H vf• • rt?rl 4. Applicant: t Gn t 0 Address: Phone#: tom— —�01 ^$ 1 Cell#: email: 5. Scope of Work:New Installation(> --Replacement( )•Removal( )•Other 6. List Equipment: G 4 S R e e 7. Location of Equipment: /r*Y, 8. Method of fella on/Removal(list all equipment nee to perform job): (if (.-! !qfl t 8/12/2021 STA O�NEVI(YORK,COUNTY OF WESTCHESTER ) as: t a ] -+�(�� ,being duly sworn,deposes and states that he/she is the applicant above named, {print name of' dividual signing as the applicant) and further states that I n s)he is the legal owner of the property to which this application pertains,or that(s)he is the )(- L Po r"iv 3" for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances angy�Pis regulations. W Sworn to before me this Sworn to before me this s tJ day of ,20 day of J 1 ,20 11 Signature of Property Owner Signature of pplicant Print Name of Property Owner Print Name of Applicant TRISHA MARTINEZ Notary Public NOTARY PUBLIC-STATE OF NEW YORK Notary Public No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-18-2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. z 9/12/2021 N9MSE Product Specifications wmffilff� HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EA Up TO SELL • Up to 96%AFUE in upflow and horizontal positions, Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C.and cabinet air leakage less than 1.4%at 0.5 in.W.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 Horne applications (0401410 through 1202420)with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-41ut sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ w primary heat exchanger • Stainless steel secondary heat exchanger Illustrations ano photographs are Dory representative. • High temperature limit control prevents overheating Some produd models may vary. • Direct ignition with Silicon Nitride ignitor • Hi h ual' ,, corrosion-resistant,prepainted steel cabinet WARNING EAI R TO INSTALL AND SERVICE • Direct vent (2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death,and/or property damage. • 24 VAC humidifier terminal$electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or outdoors. This furnace is designed for use in manufactured • 35"(8f39mm) high, for ease of installation 9 • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easydoor removal and secure Installed. Failure to follow this warning could result in personal lnlury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upfloWdownflow/horizontal (left/right) installation ofsI�H • At least twelve different venting configurations ENERGUIDE • Through the casing flue pipe for counterflow,or horizontal v jaf.wut•mson Enorry IAi applications with accessory(order separately) • Concentric vent available TH112ZL • Self diagnostics with super bright LED • Slide out heat exchanger and blower assembly r..r LIMITED WARRANTY* N% � t% 91% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration,an additional 5 year parts limited , CERTIFIED warranty * For residential applications only.See warranty certificate for complete details and restrictions, including warranty coverage for UN or tti ww taaar 1r Math tnaai... other applications. .r..wa , 'AirW•t�srl rFp Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (Ml3TUH) Upflow/Hz Downflow Q.5 in.w.c.it 25 Pa) Inches(Millimeters) Lbs(Kg) N9M 0261408 40,000 96.0% 95.0% 400 5 x 14-3r 16 x 29-1,2(889 x 361 x 7 ) 120(54) N9MSE0401410A ,000 96.0 95-0 625-905 35 x 14 /1 x -1/2(889 x 361 x 123 5 ) 9 040171 40,0o0 96.0% 96.0% 650-1050 35 x 1 x -1'2 (889 x 445 x 750) i T4—(9-1)— N9MSED601410A 60,00095.5% 95.0% 6 -1130 35 x 14-3/1 x 9-112(889 x 361 x 750) 127(57 N9 E0601714A 60,000 96.0% 95.0% 650-1420 35 x 1 x -1 889 x 445 x 144(65 N9MSED80171 80.000 96. 10-16 x -1/ x 2 -1'2(889 x 445 x 750) 154(69) NgMSE0802120A 80,000 96.0% 95.0% 1335.1970 35 x 21 x 29-1!2(889 x 533 x 750) 162(73) 9 M S E 100 114 1 , 00 9 915-1545 35 x 21 x 29-1/2(889 x 533 x 750) 169(76) N9MSE 1002120 100.000 96.0% 95.0 13 -2065 35 x 21 z 29 1/2(889 x 533 it 750) 169(76) N9MS 1202420A 120,000 96.0% 95. 1320 10 x 4-1 x -1( ( x 622 x ) 186(84) _F9_W9F_1_40LT4_20A 1 140.000 1 96.0% 94 4% 1 1 03 x 24-1 2 x -1,2(889 x 22 x 0) 190(86) speaar>a*n*.re s•gKt to change without••tK.. 440 11 4403 05 12/3118 NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1112 THRU 5 TONS SPLIT SYSTEM 16 208 / 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* r, Thrs prods hffi near a�gU •nd menAern,ed to —ENERGY STAR aAeoa tr e1R9t•lice"+M+[r7 • 5 year compressor limited warranty , �,eo v��°°''or lo'w we mbom to aawn rim capeany and allowwy' hdailahm of • 5 year parts limited warranty (including compressor and &a should H17 iha rnanulacturWo retngerari coil) t cttarDrt9 and an lbw rrt>i�as Fairra to aonim proper ch rW"airR—mat reedme etnerpy Mora," -With timely registration, an additional 5 year parts limited arx~an OoAprr"v Op warranty (including compressor and coil) * For owner occupied, residential applications only. See A RAMN warranty certificate for complete details and C �` US0'aw owed CERTIFIED restrictions, including warranty for other applications. LISTED Use of the AHRI Carl-1-0c TM klww,, pwnteF H '^B^.iaCtu lP'•; (H.',rv0 d:� ..^-'6�•d": F c• r e Model Size Nominal Min. CirCult Max. Fuse Operating Dimensions Ship J Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1. 18,000 11.8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3116 x 31-3116 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 21,!= 30,000 16.8 25 32-5/16 x 31-3116 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 3,12 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 45-11116 x 35 x 35 318/260 (1161 x 889 x 889) (144/127) SoecAcanons subtect to change.Mhota rmce 421 11 6201 05 5117/19 p EC� C�N eSel (jx1col AUG 13 2021 VILLAGE OF RYE BROOK George Latimer BUILDING DEPARTMENT County Psecutive Sherlita A viler,MD Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13324-21-DCDA Application for Backflow Prevention Device Kingfield Development 15 Primrose Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: htt s://health.westchester ov.com/ima es/stories/ dfs/crossconnection doh1013. df . 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-BFIowCcr�,westchestergov.com . Respectfully, 4W90 Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager—Suez Water Michael Izzo, Bldg. lnsp. — Rye Brook ✓ File RIT OOORECU C>LE Department of Health 25 Moore Avenue Mount Kisco,N 105€0 "I'elephune: (,91 1)8f;1-7296 (91 1),y 13-1w)1 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. 13324-21-DCDA Facility: Kingfield Development City, Village, Town: County: 15 Primrose 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): i 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. Q. Tl lnT a V4 rtlfied backflovv provCntlVn doviCAo tOStGI test thUe above b@ FXIIUYV ple VelltlVll device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in;the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH RV: amo.. DATE: August 2, 2021 Delray Taylor, P.E. Assistant Commissioner YE / Report on Test and Maintenance empire 3tg[a U1.� of Backtlow Prevention Device 2021 Please use a se rate for each device. F i!rP&year,,i VILLAGE OF RYE BROOK In Cornphare*Wre rttnr I$UILDING DEPARTMENT ± innuaf teW—CJ hoier9 Par'A A^/i 1 Public Water grmctyaunty �aoirty amrne e l d L"'"Con�r,_ ,_•- i ' Address r 2bractk Itl� Juno GN EP 1 f Mentfiatxu nr Type 0 RPZ Model I S'¢e(in inctws) Serial Number I d©cttwtion �,, y k 3 n5 ocv 9 5 6 X L Z ' C-7 4(aS ! C6eet 1Vetee tb_- € Chadc v.pr.No.z Dflfar da Ptessru:l 4 urm Prowsunit fValim Te.t L-kPd — — p fled 3t' Date Leaked -Pak FTD ;°ressaure drop across first amck Waive ostd Z M D Y I l7adCrtbe i rtttpatra stir! Repaired by l ameraft i Name_ Deft repaired_ J M C Y Fnalbeat Gosedtight ey Opened at NA Psid � �IPreuredrop auos first � _ a � m p Y check valve_I Y, psld Z C� Water Meter Number Meter Reading Type sf Service,(Crmck me) 9 Domestic lira j 9 Clha- Remarks( the darraenaaa:bypeases outlets berme Mw d avian t,m nea�n9 between We davioe and PdM al entry.tnlaslnq or inadequate atrgW9.eta) CaniM om � mom, does NOT meet,the Mquirenxrrts of an acceptable containment device at the rime of tseSting )A=� erjg,nq data to he corteCi Print norea Codified Toetnr No. EtDtirtfen Date ra Prop ,ownens(oT runt) rtifloaticn that Iasi Was pertar®eti: Pron(am• rrye � Telephone Cartlfrcatl�r that installation is in acMrd9nee with the approved plane fro 13e Can*WME by Me de*n an9lueor or arahitcd t,r Teter "OPP—) I ItetebY e.PoYY that NS tlLslabatitm its in accordance with Ste approved plane. I Name Russell Palucci TIXG Engineer Dat11 o a o 4 9; I NYS CON L%41 license Number 5 78729-1 Phone{ )337-6040 m d Y r,: ,. LI 0�1— ZjCAQ► Representing nme v vas, flnsu ifig r nglneers - �►Ir1ia minor insWlerien�aneae Adtira>sa 140 Princeton Drive Ccty Shelton y,tme, CT Zip OM4 3ignawr>r one 9DMp mpy toR10 CT'N aril raxemma Rvo ant,one copy to Ina warm wP of wrt ,n daye wi ur®Mica N-tuts'GNnai arrd,relt7Y w4pllor�mmodtstety if tlevlea!ells--ant,ropain Gnne,�mmWlalely ea made. 04004 1a13(9191) 15 Primrose Lane Rye Brook NY 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R8 Glass& Door Rating 1.1-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Heating System: H.ii#NSMsE1nn212nA 955°lQ Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 Comments Envelope Leakage Test IE IEWED Testing Company: Technician: Name: ProChek Name: Frank lacone i NOV 1 8 2021 Address: 100 Mill Plain Road Credentials: Bpi Danbury, CT 06811 Email: info@proche .ca{ILLAGE OF RYE BROOK Phone: 800-338-5050 BUILDING DEPARTMENT www.prochek.com Building Information: Customer Information: Project ID: 1312-15 Primrose lane Rye Brook Name: Kingsfield Development NY Address: 15 Primrose Lane Address: 15 Primrose Lane Rye Brook, NY 10573 Rye Brook, NY 10573 Phone: 914-224-3859 Geo-Tag Latitude: 41.048175 Email: finelagrano@warjamgroup.com Data: Longitude: -73.691867 Timestamp: 2021-11-09 09:20:41 Measured Leakage: 2.97 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Blower Door Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,567.7 (+/- 2.8%) Effective Leakage Area: 93.9 in' Building Volume: 31,682.0 W Enclosure Surface Area: 3,382.0 ftZ Coefficient(C): 140.9 (+/- 19.8%) Exponent (n): 0.616 (+/- 0.055) Correlation Coefficient: 0.99606 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 65 °F Post Indoor Temp: 65 'F Pre Outdoor Temp: 55 °F Post Outdoor Temp: 55 °F Altitude: 275.0 ft Time Average Period: 10 seconds Test Date and Time: 2021-11-09 09:34:08 2000 • Depressurize — E 0 o, 1000 Y 900 m 800 700 c 600 500 m 400 300 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 (Pa) Fan (Pa) Flow (cfm) Config Baseline -1.7 -60.0 -61.0 -59.9 -98.2 1,779.3 Ring A -54.0 -56.4 -55.3 -91.8 1,722.3 Ring A -48.0 -47.3 -46.2 -75.7 1,567.4 Ring A -42.0 -44.6 -43.5 -62.9 1,432.1 Ring A -36.0 -38.6 -37.5 -51.8 1,303.1 Ring A -30.0 -30.1 -29.0 -36.7 1,100.5 Ring A -24.0 -25.8 -24.7 -33.4 1,052.3 Ring A -18.0 -17.7 -16.6 -190.9 818.6 Ring B Baseline -0.5 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), O 2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: �R�n-cao S F SBL: Z-" Zone: '-7U 12 Use: Z t 0 Const.Type Other. Submittal Date: 23 Z-� Revisions Submittal Dates: Applicant: S 'C —Da F 20 Ck— Nature of Work: W ^_j Reviews..ZBA: AUG 1 3 2020 PB: BOT: Other: QK C ( ) FEES:Filing: _BP: I G , 4 c/o: ( ) (..�APP: Dated Notarized: SBL: t/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. ( ) ( ) 1 URVEY:Dated: Current: Archival Sealed Unacceptable: ( ) ( PLANS:Date Stamped Sealed -*" Copies:�Z�Electronic: Other. ( ( ) License: Workers Comp: V Liability: Comp.Waiver. Other. O O CODE 753#: Dated N/A: HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/: Other. ( { ) FIRE SUPPRESSION:Plans: Permit N/A Other. H.V.A.C.: Plans: Permits 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 MQ EXISTINr, PROPOSED NOTFS cirdv Fxo ve: Fr n Front: 1� Main Cov Accs=Csv F S Sd.H/Sb SSA: T°�: Ftimv: - Par Hdrk/Stories notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: f S,BL: Zone: Address: ! Property Owner& Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements)x $225.00 x $15.00/$1,000,00 Basement Sq Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. 0 New Construction Cost • Building Pen-nit Fee Basement= 1 S' 4-- sq.ft. x $65.00 = $ `{ci D- x$I5.00/$11000.00 = $ -7 37 P,H. = sq. ft. x $225.00 = $ q 32 6 7.9, z$I5.00/$I,000.00 = $ �� 3 2n1 Fl. = � sq. ft. x $225.00 = $ _ �-`-���' Ste. z$I5.00/$I,000.00 = $ Attic= sq. ft. x $225.00 = $ x$I5.00/$I,000.00 = $ + { Total Sq.Ft. = 32 6 sq.ft. Total Cost= $ Total B.P.Fee= $ 2 °.includes Attached Garage if Applicable. Total Amount Paid = $ Total Amount Due = $ L Z 1 (0 . 4i AUG I32010 Date: Signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction, Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: 'H4tl- l'027-17Jk^i IJ�rS�6l� /4L?c'0('�C %lflz-ky Subject Property: j 5 RLL2�i- Lac 0- SBL: Wz -1, l7Lone:RID Please take notice that the subject; C'fOne or Two Family; ❑ Commercial, ET'N' ew Structure Cl Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; O'Truss Type Construction(TT) 2/Pre-Engineered Wood Construction(PW) I] Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders &Beams(F) ❑ Roof Framing(R) ET"Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood,or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. Date Ucsi -ional Datc ro er t l Date Notary Public (7) TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County MY Commission Expires 10-18-2023 A � CERTIFICATE OF LIABILITY INSURANCE I DATE071 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:It the certificate holder Is an ADDITIONAL INSURED,the poticy(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 PRODUCERNAME: � Aort Risk Services Northeast, Inc. PHONE (866) 283-7122 FAX (900) 363-0305 y Boston MA Office (ANC.No.Eat): , 53 state Street EMAIL o Suite 2201 ADDRESS: Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIL E INSURED INSURER A: Navigators Insurance Co 42307 SC Rye Brook Partners, LLC INSURERS: Guideone National Insurance Company, 14167 230 Park Ave. NeW York NY 10169 USA INSURERC: Starr Indemnity A Liability company 39318 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 PER100 INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested NOR LTRTYPE OF INSURANCE INSD WV SUORI POSY NUMBER MM'DOrYYY LETS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S5,000,000 CLAAASMADE ❑X OCCUR PREMISE Eaoccurr $1OO,000 LED EXP(Anv one perw) Excluded PERSONAL R ADV INJURY S 5,000,000 GENT AGGREGATE LIMfTAPPLIES PER, GENERAL AGGREGATE $5,000,000 PR6 JECT LOC PRODUCTS•COUP/OP AGG $5.000,000 POLICY � co OTHER n AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ntL ANY AUTO BODILY INJURY(Per penwMi OWNED SCHEDULED BODILY INJURY(Per accident) m AUTOS ONLY AUTOS HIRED AUTOS NON-OWNED PROPERTYDAMAGE ONLY AUTOS ONLY Per accid"t C C UI RELLALIAB OCCUR 1000579693201 / 0 1110112022 EACH OCCURRENCE X EXCESS LIY CLAW&MADE AGGREGATE S5,000,000 DED RETENTION WORKERS COMPENSATIDN AND PER STATUTE TH- EMPLOYERS LIABILITY Y I N 21 ANY PROPRIETOR,PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICERIMEMBER EXCLUDED' N 1 A It yssdseanellr undoE-L DISEASE-EA EMPLOYEE DESCRIPTION OF OPERATIONS tw.... E.L.DISEASE POLICY LIMIT rw� DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES IACORO 101.Addtdoml Remarks schedule,may be attached R mac s ece Is required) TJ } [ate 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 Icing Street i Rye Brook NY 10573 USA cuss r�J;tie�ees ��� (01 988-2 01 5 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD i Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brink Partners,LLC 11001C1ag St Steo114From:The Village of Rye Brook NY 114 Rye Brook,NY 10573-1057 PHONE:414481-1531 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 Exemptlon 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 DjsabWty and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that 1 understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately famish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN Signature: Date: HERE , �► � vedEzemP�O1aCate Number a�2 24 �Ma. Q20 � . ii NYS Worik nation.Board. CE-200 01 n01 s A4 CERTIFICATE OF LIABILITY INSURANCE ��(M�20 04/1312020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANY PHONE HOME OFFICE: P.O. BOX 328 j.,No Ext:888-333-4949 CLIENT CONTACT CENTER FAX No):507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER 5 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 X COMMERCIAL GENERAL LIABILITY EACPREH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 MI a occurrenct) MED EXP(Any one person) $10,000 B N N 60423M 05111/2020 05/11/2021 PERSONALS ADV INJURY $1,0001000 O N"L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,WO,000 X POLICY JPE O LOC PRODUCTS COMPfOP AGO $2,000,(}00 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 X ANY AUTO a accL dim BODILY INJURY(Per person) OWNED AUTOS ONLY AST RULED N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY Per acci rW X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED I I RETENTION WORKERS COMPENSATION X PER STATUTE OTH- AND EMPLOYERS'LIABILITY Y/N ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERWEMBER EXCLUDED, ❑N I A N 6042338 11/2020 05111/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may 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 4, Q 1988-2D15 ACORD CORPORATION.All rights reserved. ACORD 25(20161t13) The ACORD name and logo are registered marks of ACORD oW 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 05/1112020 to 0511112021 3d.The Proprietor,Partners or Executive Officers are El included.(Only check box if all partnersfofficers included) ❑K all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Itemi on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: Q1 -` 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov DATE(MMIDDYYYYYI . 1l,iCZ;ld CERTIFICATE QF 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 OTT AGENCY NAME °Na E,l (845)895-8873 PO vc No Wa1Box 1ki11�gNY 12589 ADDRESS ottin$2001@Yahoo.com INSURERsi AFFORDING COVERAGE NAICa INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PG Box 359 INSURER C National Grange 7 Ohara Rd INSURER D National Grange Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE INSO WVD POLICY NUMBER MM/DD/YYYY MNVDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000 000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence S 500,000 'MPU7919F 1/21/2021 1/21/2022 MEDEXP(Any one parson) $ 10,000 A X X -PERSONAL&ADV INJURY $ 1,000'000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY D PEC ❑ LOC PRODUCTS-COMP/OP AGO $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY Ea accident $ 1 000 000 ANYAUTO 1/21/2021 1/21/2022 BODILY INJURY(Per person) $ OWNED SCHEDULED BIU7919F BODILY INJURY(Per accldenq $ B AUTOS ONLY AUTOS HIRED NON-OWNED - AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LAB OCCUR EACH OCCURRENCE $ 5 000 000 D EXCESS LIAB CUU7919F 1/21/2021 1/21/2022 � , CLAIMS-MADE AGGREGATE $ 5,000,000 DED -FIRETENTION$ $ WORKERS COMPENSATION PE _ AND EMPLOYERS'LIABILITY Y,N 1/21/20?1 1/21/2022 STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE WCU7919F C OFF ICERIMEMBER EXCLUDED' ❑ EL EACH ACCIDENT $ 1,000,000 000 (Mandatory to NH) E L DISEASE-EA EMPLOYEE $ 10,573 If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE POLICY LIMIT $ 1,000 ,000 T_ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101.Addrional Remarks Schedule may be attached II 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 REPRF�SENTATII/� / ©1988-2015ACORD CORPORATION All rights reserved. ACORD25(2016103) The ACORD name and logo are registered marks of ACORD NEW Workers' STATE Compensation CERTIFICATE OF Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 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 1c-NYS Unemployment Insurance Employer Registration Number of MILTON NY 12547 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 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 938 KING ST 3b.Policy Number of Entity Listed in Box"la" RYE 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 partnerslof ioers included) all excluded or certain parinersloffrcers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form,New York(NY)must be listed under Ism 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 It 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 ENO 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 earner) Approved by: (Signature) (Date) Title. PRESIDENT 1/21/2021 Telephone Number of authorized representative or licensed agent of insurance carrier: 845-895-8873 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-15) www.wcbny.gov KIN FIEL DEVELOPMENT CL STER f■ ■■ . INTERNATIONAL DRIVE RYE BROOK, NEW YORK copy SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 ------------------------ ..:.::..:. NYS Uniform Fire Prevention & Uniform Building Code: ,/ i ------ ---- - .. ................... - -- 2015 International Building Code, 3rd printing ---_-=_----- _------ ----- 2015 International Residential Code,2nd printing -- ------ - -- -- 2015 international Fire Code, 3rd printing -r -- ( ( I 2015 International Energy Conservation Code, 2nd printing 2015 international Plumbing Code, 3rd printing ,-i- --- _ -- -- +i _ _ -•:•••_ :_�-_.- �___ ---_ _.------ _ t f _12.tt "` 2015 International Mechanical Code, 3rd printing - 2015 International Fuel Gas Code, 3rd printing _ -- -- - _�- ---_- �--- I - ---- -- -- 2014 National Electrical Code I ` -FEqF-1[7F-- (^CC IC CCC I I -- i r-- Fo 2016 Uniform Code Supplement ; I I -I --- --- F I y =-- ---- —- ----- i I I - ,E],Ei9 2016 Energy Conservation Code Supplement —.- 2009 ICC 117.1 Accessible & Usable Building and Facilities Project Criteria: 15 PRIMROSE LANE 13 PRIMROSE LANE 11 PRIMROSE LANE Use Group: R-2 Construction Type: 5B Area: 10,274 sq.ft. FINISHED BASEMENT NOT AS-BUILT/FINAL SURVEY APPROVED FOR USE AS A REQUIRED PRIOR TO Volume: 90,14� cu.ft. SEPARATE APARTMENT OR FINAL INSPECTION DWELLING UNIT THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENTWICATION SIGN; V [E rrz-zl [E 7 Thurston Avenue Structural Consultant P E R Noff PC90 150 D k��E Newport, R1 02840 Camera!O'neill Engineers FR 117 Black Point Lane jQR TO ISSUANCE OF A C/O �8�-# �►Z '� ` 1 ��� CordtsenDeslgn.com Portsmouth RI 02871 JAN 23 LPL 401.E i 9.4689 � Ag REQUIRED BY NY STATE LAW. MTE APPRO ��� ��� MEP&P Consultant VILLAGE OF RYE BROOK R.W. Sullivan Engineering BUILDING DEPARTMENT 529 Main Street#203 �1LDING Mks*EC 1 1ge of kv Brock KIF C O R D T S E N Boston, MA 02129 DESIGN ARCHITECTURE KIN FIELD DEVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS NIT ■■ ■■ LEFT, 15 PRIMROSE LANE, A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS, NO ELEVATOR 12925=1 =1Al A FLOOR PLANS, NO ELEVATOR ■ ■94 A1.2 FLOOR PLANS w/ ELEVATOR INTERNATIONAL DRIVE A1.3 ROOF PLAN A2.0 EXTERIOR ELEVATIONS RYE BROOK, NEW YO RK A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS SC RYE BROOK PARTNERS, LLC A3A WALL SECTIONS & DETAILS A3.2 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 Rye Brook, NY 10573 SOM0 FOUNDATION PLAN S0.1 DETAILS S0.2 DETAILS S0.3 GENERAL NOTES NYS Uniform Fire Prevention & Uniform Building Code: S1.0 FIRST FLOOR FRAMING 2015 International Building Code, 3rd printing S1 A DETAILS 2015 International Residential Code, 2nd printing S2.0 SECOND FLOOR FRAMING 2015 International Fire Code, 3rd printing S3.0 ROOF FRAMING 2015 International Energy Conservation Code,2nd printing S4.0 SHEARWALL PLANS 2015 International Plumbing Code, 3rd printing 2015 International Mechanical Code, 3rd printing 2015 International Fuel Gas Code, 3rd printing E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM E-1 ELECTRICAL BASEMENT FLOOR PLANS 2014 National Electrical code 2016 Uniform Code Supplement E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2016 Energy Conservation Code Supplement 2009 ICC 117.1 Accessible & Usable Building and Facilities P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS P-1 PLUMBING BASEMENT FLOOR PLANS Project Criteria: P-2 PLUMBING FIRST & SECOND FLOOR PLANS Use Group: R-2 P-3 PLUMBING ROOF PLAN Construction Type: 5B Area: 3,382 sq.ft. M-0 HVAC MECHANICAL, NOTES, SCHEDULES Volume: 29,682 cu.ft. M-1 HVAC BASEMENT FLOOR PLANS M-2 HVAC FIRST & SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN Structural Consultant 7 Thurston Avenue Cameral O'neill Engineers Newport, RI 02840 117 Black Point Lane [P= W Portsmouth, RI 02871 CordtsenDesign.com JAN 2 3 02020 401.619.4689 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue VILLAGE OF RYE BROOK Wyomissing, PA 09610 BUILDING DEPARTMENT C 0 R D T S E N DESIGN ARC H ITECTU RE GrENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONI-INUED) 001, I A :'(::F---At IV::.Ii I::::'4,'I,Al I H�:)-l'-I-JFI, I P If IN I-F C::NIS I L?k:.,!:,.,%1:�I i-i--H.":.rF;:1. 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D.S _.------...._.___.-.._....._.._.... _...__. � I•�_..ter.-- 3 Tom=I `3.0 � t j ROOF PLAN SCALE z i i s • 3 t F A-%L�-- \L T 12 7 181 Zm 12 Z Z Lu 8 4A ui u uj -:,T A-- I.- 0 u u cc 1 4;Z E r-A c. —7 0 1-31 ......................... fn 10 r 7ZZ 4p 3 D Ha r ROOF L T 0 SLIBFLOOR 2 \jr N k., C 0 E R 0 V E R z -OBET /-=R VVER 1,4:7 > Lu r,i,A F<C::;A L TO SUBFLOOR& 5f, P,/-S 01 D-S I -T L/') C) C'�4 0 LLJ 7C) E\D O� Lu Q) E FNL; KAL- i 0 z u TO SLAB B a---A:�,K ALJ�/ z LLJ < c) F— LEA:�E-v N-0 X LLJ UN T A' LLJ TY= TH N:-:'ET PIZ.,k LLJ < Lu cl n REAR ELEVATION w/ WALKOUT V SCALE I/I."=1*-0' 12 M 12 z 3 -�3 2 --\Z LLJ 0 0 CID 10::� Lo CN 7: ----------------------------------------------------------------------------------------- AT EP:;;\-1 2 V A LJO) 0 D.S. L T 0 SUBIFLOOR 191 Air A 14 iNfEA-1- R"--;Z=F`� ,--!S/=;R OVER 0 E R a -------------------- AD. L r R /4A-- CN T 0 SLAB B L-------JI 7 L.- N-01 I SIDE ELEVATION w/ WALKOUT 2, SCALE:1/4'=1'-0' 0 2' C N A L--------------------------------------------------------------------------------------------------------------------------------------------------- 10 12 L Z Z Ui T) - -_I Lu :a W U Q AC r J CI- I �'O W �= � 0 / U U 1 cc 'J NZ.L-XTt- / =_..T EF�M D�C` C. o` 12 BEDROOM#2 v HALL wCL IN BEDROOM#3 10 o . m ' y 3 2�T 0 SUBFLOOR �T 0 SUBFLOOR% . v_.. ._..._.__ I DINING MUDROOM CL �' DEti GARAGE YF ROOM z O s > w l.I q�kT 0 SUBFLOOR T 0 SUBFLOOR - - — — 11' - -- - - ____ -- ♦ -�-. ♦ T O SLAB Op Aw G '" (( @ D 0 O �IEJ -I\:�_!�_ �IEI EIII`,R=�IEI ciJL W L_ _L RI L 1:.JIEIIL =�IEIIQI W IEI N - _ �F1 -coe ovER �L�LFn�=' _ C R ID C_ I 1 W I �F�G r P UI IJ .Ul O C'- RIn F- ;�! UNFINISHED FINISHED CL (, CV BASEMENT UTILITY aiF Lu V IIEI to �..• � 91F1 ' 91P1.. � N Q mni Z O N p T 0 SLAB ,�-'i_ - -- -- - • - - - _ - _- -- p T 0 SLAB :� _m n Q Z (� C? "-ter LL- �. L� t� - _J N N 0 ---- - -- 1_T� o O f Z � Q •' O I ) BUILDING SECTION 2 BUILDING SECTION Lu J w / SCALE 1/4' 1'-0' SCALE 1/4' 1'0' w u Q 0 V) t7 I � I O III 3 1 LLJ��� F O I-+ V •• III I I -- =' ' t _ I MASTER HALL BEDROOM#3 x ji' „T _ BEDROOM -= T 0 SUBFLOOR _ _ �- iC S_'F=\`7 =.\\=_5 2 r y -:r t, r- �, - z z _F RA 0-\`4 I b �. „ n L, 5 SEPARATION WALL DETAIL x _ ( SCALE I-I/2'=I'-0' SEPARATION WALL DETAIL ��CA'X KITCHEN �, ��1I,J�;_:%r��, I x / SCALE.I-1/2'=1'_0' GARAGE GCLN\ I i G L J TO SUBFLOOR I I �_i=L)I,- _ - - - - - 1 - -- _ @DOOR G •' C_ -:-i Ate• _.: ——�•_!i=•.' - _.-1� - - - I- - fj •r__m�_%% - I\j_-a-C 1=1E°r m;=._�Ei'^_1 __._,�I =JI=1EI=`%? 'm 1 al\ CD ,L LNT_N -=G _ =V -L' -157-R OR EqU=,r f UNFINISHED WA LK-IN C L x � r 12 1'GYP -^` UTILITY �- -IRE=-0=FI\6 50qR0 r \rL_�-_hA__� CL I= _ .NF N1=-SEC L SEPARATION WALL DETAIL 6 SCALE 1-1/2'=1'-0' T 0 SLAB B _ ♦ - i`` 0 2' 4' 8' , BUILDING SECTION _ 3�- SCALE 1/4'=1'-0' A J<I= 12 10 J— < f7LTT:= _j U 7 ------------ L Z Z Lu 0 0 ui U F r.=-AC,- uj 2 TR V T;;Z I-' -\4 r I — S o I f- Vc, N u AL_ 0 TR W. CA OF C\ CN, < u ='A x r.VEAL_ 5E A- ✓ 2- ��-xe FI/S-iEA7:' 1 lc:m LUC,- D\/E TR W.=Al\----- R D I A /a�5 C�41C C_ r__: L:_�'P PORCH EAVE DETAIL 7 MAIN RAKE DETAIL DORMER RAKE DETAIL DECK DETAIL SCALE 1-112'=1*-0* SCALE 1-112"=1'-0' SCALE 1-112"=1*-0' SCALE 1-1/2"=1'-0' \�3 O� • MAIN EAVE DETAIL HALL E S 0 N S-- SCALE 1-112'=1'-0" f7l,T --- . . .... ,7 A:, L tLATtz ...................................................... T ...... ..... -Lo.' rl_ NOTE TR V PRIOR TO INSTALLING SHINGLES INSTALL GRACE'ICE -Ycr<--,-F CO-N:�T All AKT� ut WATER SHIELD"OR APPROVED EQUAL SELF-ADHERED F EERSLA5_ RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES > R---/0 F LC EAVES RAKES VALLEYS HIPS ROOF-TO-WALL Lu • =581 S-'-' N�-.,FAF.-_�Z INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE A... - , '_/-'L /N 'E40-/=A\T /r - ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE L E\- DIRECTLY TO /<; RCvi ROOF SHEATHING INSTALL*ICE&WATER SHIELD*FROM THE S-=:;cA--04'-1 EDGE OF THE ROOF TO MINIMUM 21.*INSIDE THE EXTERIOR 011 J-AT. WALL LINE INSTALL PER MANUF INSTRUCTIONS =I\ i r.---\:;IAT C,\-45 -n .7 97: /r CARD=Al\- A7_ PORCH EAVE DETAIL C) 10) C14 SCALE:1-112"=1'-0' F Lu FOUNDATION DETAIL 06 C14 5=3L LD\5 r--\FE:R SCALE 1-112"=1'-0' 2 0 2,N T. D s. '�LrKO 3-2ATI­-I\- ...... nG z 70 f714zz:RED I,\:;;.ZRO�� 12 TY= =I-AT -AF=:RE0 I--, FLOOR-0_T10 0 Q) 4- ON 7, N r Nz-LLA -\T ,.-\-L C,::\T m--^r 7.'A5.1 r- 1;;=--A .A-5\j ------ LLJ A3 0 `I : = =/% Zx TAFZzZ=C^C,. 16 4" < T.O.SUBFLOOR T 0 SUBFLOOR T 0 SUBFLOOR 0 J�T 0 SUBFLOOR PVI-5::Ar�50AR:�: 2 2 2 2 Lu -AVE E, F t-4 YYY _j di E3 E u S-.;7 I< < 5 :7E-TAi- I I I < LI) I\T S-*_-=1'ARAT 0\^A,__ 6 I,L-,55(b 2­40,q.RA,`_=; EE;-4/ Cr,\5- 1-31 SONBT 5::-- k.t 2 A 0 5L:.)--a 16:.r_ ASC_1_--T r- > A K�OK A-5 C,A A N -F BOAR:;FA N u • Gv==OAR0 T __J\4N A A C E, A E; TYO._X_.AA__ z L 1; Aj < S-AF50AAcZ: > L J-N� LL_ 56 LE;\0 VFZA;2 f,L E R:�V=_'_< V > ^17 0 ­fF.F F_O::�;;,; a =I;;Zc_-T=L'--/OF,LONaT. > ui 0 \15-=_Co;z 2x6 K::> r N 5"--_00;R E L J E T,-'.,N 1: M,:;;5r--- L. 011 a 16 oz, -4:5 co T Z E L=_A 0\1 =A NT 50A;;�D, 5CA-R:- FA\r SO'-'0AiS-C:?_�O L ;;,7z--T FLOO;P, =A\T I -_�'LL::;[-A L A5 A_ IL'� -I , ,F-_;;,:FT. F=_--,F- 43 0 I I 0 SUBFLOOR - T 0 SUBFLOOR Mlk TO SUBFLOOR V ...... VjkT 0 SUBFLOOR ;­_ 0- z t 4:dz ....... .......... . L . I! ........... FI -I —I --- ----------- L 0 • ICR--K-Sf�\r_ KA__ P;;P,0TE'T 0\ NIS I F 7,E, C 7. ;PEN _'CN.f. 12 A R5--ASC ir ii— -O_NPAT 0\^A-- 01\VEAL_. 1\5, A N.E A :;)Z P\m.5-,ms-(p LEE:�;E-A L 2 A3 ---------- H A A I 7-' CL .Y L ON Lr) cr 7 5CkZ,� F,A r 0 7 ZZ E N.C L. T\,3 NOTE: NOTE: 7, r:7-JO N-::� :- A t-LL WOOD 0 ALL WOOD 1\_O IN DIRECT IN DIRECT CONTACT wl CONTI.�CT vi, CONCRETE CONCRETE =0--\-1 L SHALL BE 0 V =OL� /-k=OR SHALL BE 5 A;;1:_R F, PR=SSuPE PRESSURE TREATED.TREATED. 545__ D E T A L S-0,1 P A T:-- 5 1A3. 4 T.0 SLAB T.O.SLAB T 0 SLAB T 0 SLAB B B m� B B 4* R '�?;z F-1 R F ;;:Z-.A K k 7- N, I�I I S L R 5'__ L -P-\ _Of, P­sf)\l-' FOOT N:5. ;;Ir N1.-1f NIS -00_ S f, F 0 0 T N:f7. 'T\:5. 6=ZA "F:: I\!-I_`_FZ-AF;R 5'5: SZ T ::'I,\r, L -;ZZ :�^s 5 1,;,�A L I -TO:�4PA N CONKE:�,T-0 _'ON\_=':�,T-0 7/R-\I\ WALL SECTION SCALE:112'=1'-0' 2, 3 WALL SECTION WALL SECTION 4 WALL SECTION SCALE:112"=I'_O SCALE 112"=1'-0' SCALE 112'=1'-0" C f R T 12 81 7'^0 C.00.-R INISTLLL:- IES CO IN T R 4C T �IIJST I\SJ L_ALL AND D(-J,�S -IFIC STLL tl.�P\V N�7,=C -ITIC"S%V-CO--J_TREX N '- -IT--:!"I FCf\ LiNEW W iCC FF.4YIE CC+4.z;-RUr.TICN DATED-,21-11\TE',_�_Y 0 L mn j:�H lr-­4 w, --'-TRCA-ERv-S Az�V4.5 :!Fv,,\c,Pr--a r-A:zF i-jr I l[THCD-'-I -rA7"A. 'I WINDOW R.0 HT 7 F.M')A P?-?"Al.. H 11 1 z z Uj SEE EXT ELEVATIONS ui 0 w ROD ANI�; OR AR--� U, <F, 4,L x _LFIR CAN=- 0 u \\T A- \5L-A-7-L�SLAa_'L :TAC,- ce 0 LLI 02 =A 0 1- u TfZ u ac 0 S L_ ::'R P— ;;,:A NS, ........— --_._i/\._ j 7 ! 11 F_A�_:-H\::� ::;Al/�5 I BAC< EF:�H \L ;q-N BETV\ A=K014=Al\- :n-\\ NS TR I'/ V,\7,0 A 71,5 \S- I TY= F:::;z F_ F-=;q,rT. r TYP. WINDOW DETAIL 12 5-CETA_L SCALE 1-112'=1'-0' 10 ♦ _4\ FZ 14- �vf A=^ I 0-A P=-:R F- ^A_L �N_- 6 DORMER WINDOW DETAIL gG'v SCALE 1-112"=1'-0' 0 > LT in• LU ol l,/7Va;;ZA-l4r_ 5 --------- A5 K'�, T46--\---YV,7, 01, TR 1-1 --ATHI\:�7 Q 2' CD CN ui RECESSED WINDOW DETAIL z A I- r,>--'--A 2,.,,A3.1 SCALE 1-112"=1'-0' r­. 0(5 CN FVS T 0 SUBFLOOR (/) r 2 L�j L=j Z 7C) =nA. < L_I�-�;c CAL �-f;r­T 0 IT IT K\PC,;VsI AS TYP. EXTERIOR L ' - U Z U ui WINDOW/ DOOR CASING 6 V) SCALE:1/2'=I'0'F;Zol--,= 2 A_.ly < LZ ujj < /r- LU u < RA-I\Cl 0 0 > ON5-.5r-r-:?ZTA L 12 ARZ 0 - ------------- W, :�001R A5 CO/=R 0\/E;Z TO.SUBFLOOR 2 C-LARURA L ........ .. . . .. ...... •------ ........................... ............... .... z SON2T.. eEE OZ--!,L AF ui 0 -YP.R-_OF CS;NST 0 T'rf=-- GYP. 011 F>0A;RU_s NS-J-AT 0\ JkT 0.SUBIFLOOR A_�HAL.T/F&'_P,:5LA5!5 T 0 SUBFLOOR I L=j u 5-'-:'-INS FA=-=zP, 12. ..9 8 m_ CE3 CE3 -3 CNiz W_� -:%L r A----i f7 if�'4 R2-T :�ETA A5 F- Cq ---------------------- 6 6; A D; K A HEF 10 0 SUBFILOOR♦ cl- r7RA'1=l_t, :�RA 14 Lo T 0.SLAB V r-;zZ T----R C�:Z A Li -------- �4 , 7(//, : �­ I I @ DOOR > O.,ER o G h -E-A5. :�CTAI_21 A. :;ET-\-2 Af-� ly T 0 SLAB T 0 SLAB I li:V%AY Z_ W-1 *l/ I —_ -_ III . , I-_j �!:—I I . . ............. B�' I B ..................... 1\5-E= ...... ---------- 4ft", E 7 --------- D L Z 10 ------------ \SL-ATIG\4 2� r<:So0 Hi Ili C***4 \1 EA ri— T.O.SUBFLOOR \6 4 L):;,7 A I P H K _;RE\ '0%<­-GO-1\5 A%p 2 -Q,A/=-- ^�;,AF=_=Ct ',J=L--_R A f L-<::AIR^A_L o WALL SECTION WALL SECTION WALL SECTION 2 3 ­_Cl- SCALE:112'=1'-0' SCALE 112'=1*-0* SCALE 112'=1'-0' ------ -:RLC--RA-:-AS l_LL r v __dr- h10;;ZF \F-7 WALL SECTION SCALE 112"=1'-0" CONSULTING ENGINEERS Camera O'Neill =cr:;^,_••r.•?I wan v And. I _ _ 50.1 12-3 �y GONG.FT6.REINF.W/94 k� �'� C` •'' > T �Q�`0QU BAR5®12'O.G.EK BOT.� �Q�''°Q(1�' I I / ,�v >��`g 'z z z W o _a 1�•• F N F be tu L----E -- J Cif 0 °o 10'DIA.REINFORCED 3'-2' I._4. 4 1'-4' -- V = w 3'-2• SONOTUBE PIER rYP. I sO•I 12'-3' I PERMIT SET Z 5 (B.O.F.MIN.3'-b'BELOW 5,-b. 2'-W 6RADE) a GONG.FT6.REINF.W/T. ADJACENT _ BARS 6 12"O.G.E1d.,BOT. \ NIT r --- r FOUNDATION 12'THICK GONG.FT6. p I 1 pb o GOORD.W/ARGHL 1 ----- REINF.W/¢5 BARS o m- _ r- J 12'O.G.ESL BOT. b L---� y - q I 10'DIA.REINFORCED J 3 2' 50.1 I 1 5- S 50.1 3-2- SONOTUBE PIER TYP. I 5' 5• AD ENT _ (B.O.F.MIN.3'-b'BELOW 5" `r (B.O.F.-14'-0'] UNIT [B.O.F.-10'-10'] ---- --ERAD�-----J ------------J I ATION --- - - --------- -------------------- 1 �_- - --__--_----- - ---- ----_-__ _- - _ - -------- --- I i ----- ---- ---- --------------- -------- I -�T.O.SHELF T.O.SHELF J 4 r,j i (-10'-2'I T•®• [-10'-2'] p I I FT6.STEPS = I I T.O.WALL TA.WALL J I T.O STEM i DOOR TA.STEM F [-0'-5l'4'] ®BEAM41 T.O.WALL [�'-b"] [-Io'2•l [-�'-b'] o : I _ OCKET 7I [-5'-10'] 51M O - T.O.WALL•WINDOW J zI I I I �r -� TD. J 1 r- - I -1 - I (COORD.W/ 1 [COORD.W/ARGHL] -1 O m I 1 10•WALL I o I ARGHLI I - 10'WALL yl PROVIDE t IN5TALL)4' O I COORDINATE PROVIDE t INSTALL Y; Z I PROVIDE(4)FULL f-- '5PRIN6FIELD'GAP AND I J Z _ I 1'-10'FTC?. WATERPROOFING I'-Io-FT6. TD.WALL STEPS t BASE PLATES AT ALL I r-- •BASE PLATES AT ALL N HE16HT¢5 VERT.BARS I I LALLY GOL11MN5,TYP. I I ARGHL DWGS.AND PRAJNAC7E W/ I I (ALLY COLUMNS,TYP. I ( 0 AT WALL STEP { I I{ I h FT6.5TEP5 J w 5 o I I 50.1 c I I 5O 2 PROVIDE*5 BAR5 AT 24'O.G. VERTICALLY t HORIZONTALLY O I j PROVIDE t INSTALL Yi'GAP AND CENTERED ON WALL.PROVIDE ,I PROVIDE t IN5TALL)4'GAP AND BASE PLATES AT ALL H% TA.WALL I I MS DOWELS INTO FT6.TO MATCH p 1 I +- BASE PLATES AT ALL Ei55 T.O.WALL I I Q I T.O.WALL COLUMNS,TYP.BASE PLATES [-O'_y,I I in VERT.REINF. _ 1 GOLUMN5,TYP.BASE PLATES 12"THICK GONG.FT6. m 1 SHALL BE SUBMITTED W/STEEL 12'THICK GONG.FT6. 1 TO.WALL r--- I SHALL BE SUBMITTED W/STEEL [-0'"51'i I REINF.W/#4 BARS® `JI ®BEAM SHOP DRAWINGS I O 1 e BEAM SHOP DRAWINGS Q -- POCKET I 1 I REINF.W/#4 BARS O _ m 1 POCKET I I j Z CV 12"O.G.E.N.,BOT. TD.SLAB IT O.G.EA,BOT. TA.SLAB � 1 [-1'-(al'4•I I V.-9'�i' I I I [4-6VVI I I ELEV.-9'6' O Q C) I •�• 1 .5�� 1 � i [B.O.F.MIN 3'-b' 5 I 1 , CL �[ [B.O.F.MIN 3'-b' I SLAB DETAIL BELOW GRADE] I i I - -��' 1 SLAB DETAIL I I O m BELOW GRADE] I ! I LE4 ---_T�. 50.1 I 0 Z c y I Ib'Off:" I I '^ y 18'-d �4"NORMAL WT.CONG. m O N b'WALL I I I 50.1 I ILL b'WALL 1 1 SLAB-ON GRADE. TA.WALL L� 1MA, I L4'NORMAL INT.GONG. I I m I I SEE DETAIL 7 O BEAM POCKET Q j SLAB-ON-6RADE. I I" I �P [-I'-e4'] I 0 O D O SEE DETAIL p TYP Z PROVIDE CONT.#4 I I TYP 7 I I PROVIDE CONT.#4 BAR I 1 3 PROVIDE ELEVATOR PIT 1 -FTG STEPS N i 3 I : I I FOR ELEVATOR OPTION '-0" I ELEVATOR ION O O BAR CENTERED AT 1 CENTERED AT TOP OF WALL I TOP OF WALL AND 2'-�: I 50•I TA.WALL I I AND GONTIK10U5 BEVELED 2x3 2'-5r: 1 50.1 GOORD.W/ARCHi GONTINUOU5 BEVELED j O BEAM I SHEAR KEY AT WALL BASE 1 T.O.WALL L.L. + ®BEAM POCKET J 20 SHEAR KEY AT I I r - + POCKET I I I O p o w WALL BASE I 1 T.O.WALL I [-1'-d'4'] 1 I I j T.O.WALL I ,2h`� [-1'-�17 2b I I h Lu Q Lu I I O BEAM 1 I O BEAM w Q POCKET TD.WALL I I I ( POCKET I T.O.WALL 50.1 1 ILL,u� 0 L-1) 0 I a LEA -- TA.WALL b O BEAM m 3� I 41 a BEAM POCKET `�•I PT I _ PROVIDE(4)#4 VERT. I I PROVIDE#4x46' --_j POCKET 50.1 TA.ELEV. I PROVIDE(4)#4 VERT. 1 PROVIDE#4x4b" Lfi BARS AT PIER I DIAGONAL REBAR [_I'O,V41 SIM [-I 4 4'I I _ BARS AT PIER DIA60NAL REBAR [-I' 4�IM p PIT SLA13 i 00, 1 :' [B.oF.-10'-1o•I I (B.O.F.-10'-l0•] ELEV.-10'-6' r---- -- - t_ AT RE-ENTRANT -------------- -----� : r r------- AT RE-ENTRANT I• >` SLAB CORNERS. 1 - SLAB CORNERS. --- -- �-- ) % r=- r- 1 FT6 S W/ O 10 I i r _ -i I r---------- ------- --------I ( 10 I I r - [----------- ELEVAT OPTION �- I T.O.WALL 50.1 I I I I PROVIDE t INSTALL I 50.1 I I I I-0' T.O.WALL I I FT6.STEPS W/ ELEVATOR I ` ®BEAM ( IN THE EVENT SEPARATE I I` •BEAM I PROVIDE t INSTALL IN THE EVEN OF SEPARATE I I I POCKET I POURS,PROM t INSTALL I POURS,PR IDE t INSTALL a5 BEAM POCKET AND P.T. I I I BEAM POCKET AND P.T. I' I I BEARING PLATE TO I I I'-0' I POCKET I BEARING PLATE TO ELEVATOR OPTION (� [-1'-&4] I I I $5 x 30'LO DOWELS O 12' O I I [_I•-y41 I FT6.STEPS W/ 1 x 30'LON6 ONELS O 12"O.G. " I I I I ACCOMMODATE BEAM. Q O.G.VERT.OR[ t I I I I AGC.OMMODATE BEAM. ELEVATOR OPTION VERT.DRILLEDt EPDXIED INTO r I ,.I I 1'-2K' j I I I PROTECT UNTREATED I I EPDXIED INTO DN.W/b' r I I 1'-2R• I I I PROTECT UNTREATED I FDN W/b' •WALL I I I LUMBER WITH BUILDING I I EMBED. 'WALL f I I LUMBER WITH BUILDIN6 1 I I I FELT,TYP. 1 I I I 1 FELT,TYP. _ I b'FT6. I I I I I _ 1 I SLAB DETAIL I I I b'FT6. •I I I f I I I I SLAB DETAIL ' LL -Lo, _j I I TSIM 50.1 I I r-- -� I �IM �+ 50.1 = w O •---- I I 5 I 5 .1- < I I < I L 0.1 --- --] 1 50.1 w L4'NORMAL WT.GONG. I L --- _-I I 50.1 L4'NORMAL WT.GONG. ! (� IT PROVIDE(4)#4 VERT. I I 10'WALL I I O SEE DETAILDE I ' PROVIDE(4)a4 VERT. I 10'WALL 1 I OSEE DETAIL � - n` BA AT PIER j ( 1 I O 7 I Iti B AT PIER I 1 I O V/ 1 "• 1 r-1o•FT6. 1 Im :p 1 r-1o"FT6. g j 1 =w T.O.5LAs 1 r ry I = T.O.SLA$ so 2 N _ u � Lr) 5 F ELEV.-1.-0-O GARAGE DOORS 3 I 1 5 Y I I I F ELEV.-I'-0'O GARAGE DOORS _ N LL N 1 I IN THE EVENT OF SEPARATE I 1 I I I IN THE EVENT OF SEPARATE r-- li I POURS,PROVIDE t INSTALL 05 I POURS,PROVIDE t INSTALL#5 z J r- 1 10'WALL I I 0 I 10'WALL 1 I I x 30'LONG DOWELS O 12'OL. L VERT.DRILLED t EPDXIED INTO I I m 1 I 1 x VERT. LONG DOWELS 0 12'OL. ADJAGEN 1 1'-10'FT6. 1 I FDN.W/b'EMBED. I UNIT I I'-10•FT6. ( 1 fUMI DRL EPDXIED INTO J UNIT _ N 1 FOUNDATI N O I FOUMIIDATI N � O 1 T.O.WALL T.O.WALL ( L- O I TA.WALL - TD.WALL - I - T.O.WALL , I _ T.O.WALL _ I 1 p' I ®DOOR [-O'-5E'a'] i p 1 I-O'-51'4 1 •DOOR [O'-`�i'l LL LL J j [- J tL - ------ --- - 1 I m ----- - --- ---------- ----------- (B.O.F.-4'-6"1 t ---- -- 1 -------- ----J 4 I_ ---- ----J 4 [BOF. 4-6 m m � ---------- -------- 50.1 --- -------- -------- 50.1 t b SIM b SIM 50.1 I 50.1 I _ - 5'-6' 14'-b" ±4'-4K' COORD.W/ARGHL ±I'-1005' 51-6' 14'-b' ±4'-4K' COORD.W/ARGHL ol (D FOOTING 5GHEOULE FOOTING FOOTIN6 B FOUNDATION PLAN-WALK OUT BA5EMENT &S!UA NDATION PLAN-EGRESS WINDOW iD TA6 51ZE REINFORCIN6SCALE:I/4"=1'-0' LE:I/4"=1.-0. F 2'-b"x2'-b•x12"THICK (4)#4 E.W.BOT. _ FOUNDATION PLAN NOTES: F3 3'-0"x3'-0'x12"THICK (4)04 E.W.BOT. C) I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' F4 4'-0'x4'-O"x12"THICK (5)#5 E.W.BOT. 2. ALL DIMENSIONS.ELEVATIONS.SHELVES.BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, PIERS,FOOTINGS.SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, CUT-OUTS,UNDER6ROUNp UTILITIES,PIERS,FOOT1N65,SLABS, 6EOTEGHNIGAL,MECHANICAL.ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH TO CONSTRUCTION. CIVIL,6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONGRETE.PROVIDE ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. Y2"THICK'SPRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. 4. SEE GENERAL NOTE5 FOR ADDITIONAL FOUNDATION INFORMATION t SPECIFICATIONS CAMERA•O'NEILL Y—— CONSULTING ENGINEERS 4'INTERIOR CONCRETE • - `n SLAB ON GRADE w/bx(o PROVIDE d INSTALL 5IMP50N P T POST. Lu WlAxWl 4 W.W F SLAB ABUbb(OR ABU44 AT 4x4 SEE PLANS Camera/O'Neill SHRINKAGE CONTROL JOINT Q IL u CONCRETE SHALL BE POSTS)STANDOFF BASE d :s���v= -•+ ''''"''." w v PROVIDE AND (PROVIDE 5AWCUT JOINT .00 -„ 3000 psi MIX W/NO FASTEN TO CONCRETE PIER W/j- r- IN GONG.SLAB AND FILL w/ '-'- �- ADDED AIR ENTRAINM INSTALL CORNER ENT. �• DIA.EPDXIED THREADED .....,, K BARS TO MATCH AT H.5.5.COLUMNS,PROVIDE AND INSTALL Jj'GAP ANCHOR ROD(5"EMBED) s:lr SIZE AND SPACING PLATES AND BASE PLATES.GAP AND BASE PLATES UN " EPDXY AFTER SLAB CURES) < H.5.5.STEEL COLUMN OR `n R HOR BARS OF HOR.WALL GONGRETE FILLED LALLY j,'� Ll •�+ 36" COLUMN,SEE PLAN SHALL BE SUBMITTED WITH STEEL SHOP DRAWINGS. 10 MIL.POLY.VAPOR _ LONG REINF.E.F. AT LALLY GOLUMN5,PROVIDE AND INSTALL RETARDER.LAP EDGES •- "5PRINGFIELD"GAP AND BASE PLATES. `;• b'MIN. FASTEN GAP PLATES TO BEAMS W/(4)-I/2"DIA.LA6C �i[sts'•' - ( SHIM SPADE.COMPLETELY PACK w r. ,. '+ z z'L 2..�.<•..: W C SCREWS AND FASTEN TO CONCRETE FOOTIN65 WITH(4) rG'DIA.GONGrRETE 50NOTUBE ,y ?» o WITH N.5.GROUT TO AGHIEVE FULL s "`'"`+••`.' .> / _ � C.c •' BEARING ONCE COLUMN IS SET IN PLACE ' �"DIA.EXPANSION ANCHORS.TYP. o j1- b'THICK COMPACTED u ix „ GRAVEL BASE LAYER cr.o� - °- O _ G 0 GONG.SLAB ON m PROVIDE d INSTALL U UNDISTURBED VIR61N SOIL T.O.SLAB EL. ; GRADE.SEE PLANS Z (3)#4 HOOKED PERMIT SET lJ z o OR COMPACTED GRANULAR FILL Tt ' E DOWELS °C v CONCRETE WALL INTERSECTION a I.SAW-UT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. ' OF SLAB PLAGEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE SAWGUTTIN6 EQUIPMENT. CORNER BARS TO MATCH 51ZE AND B.O.FOOTING EL. ' 2 B.O.FOOTING 2.LOGATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT SPACING OF HOR.REINF. SEE PLAN FOR L. PLANS 36" tY FOOTING SIZE AND MAXIMUM 5PAGIN6 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RE5ULTIN6 SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A IS.I LENGTH m REINFORCEMENT G)!;,:7ALE7 CONCTE SONOTUBE DETAIL,TYP. TO WIDTH RATIO. ' 'jGi3/4'=1'-0' 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY 5UB5TITUTE PRE-FABRICATED PLASTIC,5TRIP5 INSTEAD OF 5AWCUTTIN6.SUBMIT CATALOG GUTS FOR TYPICAL 5ECTION THROUGH INTERIOR FOOTING APPROVAL PRIOR TO USING. - 3 SCALE:3/4'=1'-O' GONG.SLAB ON GRADE,SEE PLAN 4.INSTALLATION OF ALL NON-STRUCTURAL GONGRETE 5LAB5-ON-GRADE CONT.#4 N051NO® N W.W.F.DOWN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, STEP,TYP. PROVIDE AND �• FACE OF PIT AGI-3bO AND AGI-302. 2'-6'MIN.LAP • INSTALL INSIDE (2)#4 BENT BARS T.O.UPPER SLAB ' CORNER BARS TO AT BOT.OF FOOTING MATCH 51 ZE AND '' •T -- .•• J L. P 5PACO�=� N RIOR SLAB ON GRADE DETAIL WALLIREINF N6 OF NOR. ' > STEP VARIES, t 24' I' ooO QzONE I J 12' .. ', SEE PLAN t � � T.O.LOWER SLAB O • (3'-0'MAX) #4'Z"BARS -. ' EL.SEE PLAN H 36" I •' 2 MIN.LAP ®12'O.G. 1 L_ w 2 2 ALL AREAS SHALL BE�� b' #4 SLAB BARS®12'O.G.EA. (TYPICAL) CONTINUOUS PROPERLY COMPACTED WAY®5LA13 MID-DEPTH w FOOTING AND PREPARED PRIOR TO CONCRETE WALL CORNERS (2)04 CONT.AT CA5TIN6 NEW GONGRETE BOT.OF FOOTING U';-� SECTION THROUGH ELEVATOR PIT in (2)#5 GONT.AT SCALE:3/4"=1'-0' Q 8'MIN. 0EPI REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING OE:NONE DOOR JAMB BEYOND N �'APA RATED WALL 76 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12' SHEATHING,SEE 5GALE:3/4"=1'-0' COORDINATE SLAB EDGE O.G.A GARAGE DOOR GENERAL NOTES. DETAIL WITH ARGHL OPENINGS 24. N DRAWINGS 2xb WOOD STUDS®Ib'O.G F- UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED I j CONT.#4 NOSING T.O.SLAB FASTEN PLYWOOD TO ALL TO CONCRETE WITH I'DIA.x 12'LONG 0 O 2xb WOOD STUDS®lb'O.G.UNLESS ,_ 2xb WOOD STUDS®Ib'OG.UNLESS i�,. EL.SEE SLAB PLATES WITH bd NAILS®4' HOOKED ANCHOR BOLTS®4b'O.G. AND z D O.G.EA.PLATE,TYP, b'(MIN)FROM BUILDING CORNERS,WALL N NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR T.O.WALL ENDS,AND DOOR OPENINGS. Z SHEARWALL SCHEDULES. SHEARWALL SCHEDULES. -PEAR— J 1 GONG.SLAB ON 0 2 PROVIDE AND INSTALL FELT BOND �- DOUBLE 2xb d P.T.2x10 SILL FASTENED •, GRADE,SEE PLANS CL DOUBLE 2xb t P.T.2x10 SILL FASTENED T.O.WALL BREAKER WHERE SLAB IS POURED TO CONCRETE WITH 'DIA.x 12"LONG #4 CONTINUOUS BAR® - b•WALL -0 HOOKED ANCHOR BOLTS®48 O.G. AND TO CONCRETE WITH I'DIA.x 12'LONG EL.5 PLAN AGAINST FOOTING/WALL,TYP. U � iLi b'(MIN)FROM BUILDING CORNERS,WALL "T46 APA RATED HOOKED ANGHOR BOLTS®4&"O.G.AND TOP OF WALL . ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR b'(MIN)FROM BUILDIN6 CORNERS,WALL "Td6 APA RATED 0 Q 0 PLYWOOD 5UBFLOOR b"TYP GONTINU0U/5 �: EL.SEE T.O.PAN U END5,AND DOOR OPENINGS. f BEVELED 2x4 . TA.SUBFLOOR T.O.SUBFLOORSHEAR 5 P PLAN TYP #4 CONTINUOUS BAR T.O.WALL T.O.WALL v ®TOP OF WALL GONG.SLAB PLANS - - GRADE,SEE PLANSINVEL.SEE PLAN • , C) $'WALL O FASTEN PLYWOOD TO ALL PRE ENGINEERED - FASTEN PLYWOOD TO ALL PLATES WITH 8d NAILS®4' - FLOOR TRUSSES, O.G.EA.PLATE,TYP. PLATES WITH . NAILS®4' SEE PLANS B.D.FOOTING r . •. -- O.G.EA.PLATE,TYP. � } EL.SEE PLAN b' •' BEVELED 2x4 _ (2)#5 CONTINUOUS (2)#5 CONTINUOUS (2)#4 CONTINUOUS TYP. .. SHEAR KEY,TYP. FOOTING SHALL BEAR ON BARS®BOTTOM OF nn`` BARS®TOP OF WALL BARS®TOP OF WALL I•_b• W \-PRF-EN61NEERED TOP CHORD _ NATURAL,UNDISTURBED FOOTING BEARING FLOOR TRUSSES, SUB-GRADE OR PROPERLY Z 5EE PLANS CONT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL. TO GONG.W/0.151'DIA.HILTI TYPE X41 POWDER ACTUATED FASTENERS SECTION THRU GARAGE DOORS B.O.FOOTING O • > P.T.2xb BLOCKING BETWEEN _ TRUSSES FASTENED TO GONG.W/ ®Ib'O.G.STAGGERED.CEILINGuj 0.157 DIA.HILTI TYPE X-U POWDER SCALE:3/4'=1'-O' P Y ACTUATED FASTENERS,MIN.(2)PER 5TRAPPIN6 SHALL BE FASTENED (2)#4 GONTINUOU5 _ O TO LEDGER W/(2)8d NAILS FOOTING SHALL BEAR ON I-bi 0.1 BARS®BOTTOM OF BLOGK.CEILING STRAPPING SHALL BE FASTENED TO BLOCKING W/8d NATURAL,UNDISTURBED FOOTING co 5UB-GRADE OR PROPERLY �_ nn`` NAILS®8'O.G. CAMPAGTED GRAVEL FILL. r- W APA RATED WALL 2xb WOOD STUDS®I b'O.G.UNLESS - SHEATHING,SEE NOTED OTHERWISE IN PLANS OR SEC, TH.,6ARA&E WALL u N - GENERAL NOTES. SHFARWALL 56HEDULE5. G)5ECT'ON DOUBLE 2xb SILL(P.T.ON BOT)FASTENED SCALE:3/4°=i'-O° nn``� FASTEN PLYWOOD TO ALL - W Q� 10'WALL 10'WALL PLATES WITH bd NAILS®4' TO GONGRETE WITH J"DIA.x Ib'LONG 3b' O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLTS®48'O.G. AND N 6'(MIN)FROM BUILDING CORNERS,WALL #4 SLAB DOWELS®12" 24" r--- . ENDS,AND DOOR OPENINGS. O.G.®TERRACE J T.O.STEM GONG•SLAB ON FOUNDATION _ EL.SEE PLAN GRADE,SEE PLANS T.O. #5 CONTINUOUS HORIZ. L SLAB T.O.SLAB 0 -. BAR®TOP OF STEM _ >` 6'STEM ,rSEE PLAN�-r ' T.O.WALL �I - PROVIDE AND INSTALL FELT T.O.SHELF r r RIVIDE AND INSTALL FELT EL.5EE PLAN 2 GONG.SLAB ON •>� PROVIDE AND INSTALL FELT •. BOND BREAKER WHERE EL.51- PLAN • 4' BOND BREAKER WHERE GRADE,SEE PLANS BOND BREAKER WHERE CONTINUOUS- SLAB I5 POURED AGAINST GONTINUOU5 SLAB IS POURED AGAINST SHEI-F _SLAB I5 POURED AGAINST (U#4 CONTINUOUS 8"WALL �('� FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. Y BEVELED 2x4 FOOTING/WALL,TYP. BEVEL)=D 2x4 10„WALL BARS®TOP OF WALL _ � SHEAR KEY,TYP. SHEAR KEY,TYP. #5 GONTINUOU5 HORIZ. GONG.SLAB ON " GONG.SLAB ON CONTINUOUS - b• v GRADE,SEE PLANS bi ;� GRADE,SEE PLANS BAR®TOP OF SHELF b TYP BEVELED 2x4 - TYP. TYP. SHEAR KEY,TYP. GONTINUOU5 --- - - - BEVELED 2x4 v SHEAR KEY,TYP. in - TYR Q B.O.FOOTING B.O.FOOTING B.O.FOOTING .SE - EL.VARIES EL.VARIES _ SEE PLAN 1'-10" (2)#5 GONTINUOUS SEE PLAN 1'-10" (2)#5 CONTINUOUS B #4 GONTINOM FOOTING SHALL BEAR ON BARS®BOTTOM OF NATURAL,UNDISTURBED 1-b. FOOTING � BARS®BOTTOM OF � BARS®BOTTOM OF •, •'• _ 5UB-GRADE OR PROPERLY v FOOTING v FOOTING E VARIES FOOTING ' GOMPAGTED GRAVEL FILL m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON SEE PLAN I'-10' (2)#5 CONTINUOUS - NATURAL,UNDISTURBED NATURAL,UNDISTURBED d BARS®BOTTOM OF SUB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY -� COMPACTED GRAVEL FILL COMPACTED GRAVEL FILL. m FOOTING IO SECTION THRU TERRACE FOUNDATION = SCALE:3/4"=I'-O" - Y OSECTION THR FOUNDATION-PERPENDICULAR FRAMING &5ECTION THRU FOUNDATION-PARALLEL FRAMING 9 SECTION THROUGH WALKOUT FOUNDATION SCALE•3/4"-1'D' CALE:3/4"=I'-O" SCALE:3/4'=I'-0" Y *970 CAMERA-O'NEILL CONSULTING ENGINEERS �:ru.turn)_..nln,prit:�•(Wtujn :D:CI,:.iv::-z,Sa Camera/O'Neill ��r;;r;•t;t?I,_r>, ...a.:J y:,•nty SMC.jrtl.)Syr 51NOLE 2x4 SOLE PLATE,TYP. PROVIDE CONTINUOUS 2x4 2x4 WOOD STUDS®16"O.G. 2x4 WOOD STUDS a 16"O.G. 'RIBBON"FASTENED TO EA. � i6c�. SHEARWALL.SEE 5HEARWALL PLANS d FLOOR TRU55 rV 12d NAIL" 1,n;yi-' � Z Z _ SHEARWALL.SEE 5HEARWALL PLANS d � � v u: W v s::a N ;j c. J C SCHEDULE FOR ADDITIONAL r I 4;:': W � O J SCHEDULE FOR ADDITIONAL I ` 1 c W U C'O INFORMATION INFORMATION v:� �`' �w� >0 a o -..a.: O 7.O 51N6LE 2x4 SOLE ~v U x 's PLATE,TYP. T.O.SUB-FLOOR X PERMIT SET z 5 PROVIDE CONTINt101:5 2x4 'Te(5 PLYWOOD GOORD.W/ARGH. GppO,Ul .FI TS W/ING cc "RIBBON'FASTENED TO EA. SUB-FLOOR. FLOOR TRU55 W/12d NAILS I 'L DWGS. IA x I PRE-ENGINEERED : WOOD FLOOR TRUE,SEE PLANS f PRE-EN(5INEERED WOOD—/ PROVIDEYa"DIA.x b'LONG FLOOR TRU55,5EE 51MP50N 505 SCREW FASTENED PLANS PROVIDE AND INSTALL TRIPLE 2x4 THROUGH DOUBLE TOP PLATE AND STUB P05T(NOT SHOW BELOW ALL TRUSS DOUBLE 2x4 i JAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO OM CHORD o 2D O.C. 6.C.NOTE: TOP PLATE,TYP. PLATE,TYP. BOTTOM CHORD®24'O.G. PRE-ENGINEERED WOOD FLOOR I TRU55 BEARING REQUIREMENT5 SHALL BE COORDINATED WITH TRUSS DESIGNER oe 2x4 WOOD STUDS a Ib'O.G. 2x4 WOOD STUDS a 16'O.G. 5HEARWALL.SEE SHEARWALL PLANS! SHEARY ALL.SEE 5HEARWALL PLANS i SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL 0 INFORMATION INFORMATION N_ w 2 SECTION THRU FRAMING AT PARTY WALL CALE:3/4'=1'-O' Q C) J c Q 7C) N F— N ui i— Z D 2x4 WOOD STUDS a I b'O.G.- 2x4 WOOD STUDS a I b'O.G. cn c 5HEARWALL.SEE 5HEARWALL PLANS t 2x4 WOOD STUDS a I6'O.G. SHEARWALL.SEE 5HEARWALL PLANS d Z Q SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS a 16'O.G. 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS a Ib'O.G. INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD 5TUD5 a Ib'O.G. INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d �_ SGHFD E FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL w w INFORMATION SCHEDULE FOR ADDITIONAL INFORMATION U J w TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED P.T.2x4 SILL FASTENED TO CONCRETE v> Q ►- TO CONCRETE WITH I'DIA.x 12"LONG 51N6U 2xb 50LE TO CONCRETE WITH g°DIA.x 12"LONG INFORMATION WITH I°DIA.x 12"LONG HOOKED ANCHOR 51N6?LE 2xb 50LE p N p HOOKED ANCHOR BOLTS®4b"O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS a 48'O C. AND BOLTS®4b"O.G. AND 6"(MIN)FROM PLATE,TYP. b'(MIN)FROM BUILDING CORNER5,WALL COORD °TE6 APA RATED 6'(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND TE6 APA RATED ENDS,AND DOOR OPENING. REQUIREMENTS FIRE RATING PLYWOOD SUBFLOOR _ REQUIREMENTS W/ ENDS,AND DOOR OPENING DOOR OPENINGS• GOORD.FIRE RATING PLYWOOD SUBFLOOR ARGH'L DWG. T.O.5UBFLOOR PROVIDE AND INSTALL FELT BOND ARGH'L DWG5T5 T.O.Sl1BFLOOR EL.SEE PLA� PROVIDE AND INSTALL FELT BOND BREAKER WHERE%-AB 15 POURED T EL.SEE PLAN T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED T.O.WALL A6AIN5T FOOTING/WALL,TYP. O IIVEL.5EE PLAN EL.SEE PLAN A6AIN5T FOOTIN5/HALL,TYP. NVEL.SEE PLAN CON C.5 A13 ON �) T.O.SLAB T.O.SLAB GRADE,SEE PLANS �LO�GI��D P FL.S SEE PLANS it • tm 4 7 US W (2)#4 CONTINUO GONG.SLAB ON (2)a5 CONTINUOUS PRE-ENGINEERED TOP CHORD (2I BARS®TOP OF WALL 6RADE,SEE PLANS BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED BEARING �5 CONTINUOUS FLOOR TRUSSES, BARS®TOP OF WALL _ 10'WALL TO CONCRETE WITH J'DIA.x IT LONG `.j... v SEE PLAN AT STAIR OPENING, HOOKED ANCHOR BOLTS®4b"O.G. AND t i ' O P.T.2x4 SILL FASTENED TO CONCRETE CONTINUOUS PROVIDE(2)ADDL++5 •' b'(MIN)FROM BUILDING CORNERS,WALL = L.LJ WITH 'DIA.x 12'LONG HOOKED ANCHOR b' BEVELED 2x4 2B BEYOND ED6E8 OF ARS ENDS,AND DOOR OPENING. �J BOLTS a 48'O.G. AND 6'(MIN)FROM •• T'yp' SHEAR KEY'TYP' OPENING ON EA.SIDE • GONT.P.T.2xb LEDGER FASTENED s _, m BUILDING CORNERS,WALL ENDS,AND TO GONG.W/0.157 DIA.HILTI TYPE _ nn`` DOOR OPENINGS. v X U POWDER ACTUATED FASTENERS r— W r m O a Ib'O.G.5TA66ERED.GEILINC STRAPPING SHALL BE FASTENED r r U TO LEDGER W/(2)8d NAILS = $.O.FOOTING N EL.SEE PLAN - — nn`` (2)#4 CONTINUOUS W FOOTING SHALL BEAR ON BARS a BOTTOM OF _ c CAI NATURAL,UNDISTURBED I-10 FOOTING 10'WALL 5UB-GRADE OR PROPERLY 10"WALL - �-- el GOMPACTED GRAVEL FILL. - Z nn`` W 3 SECTION THRU 6ARAGE AT PARTY WALL N SCALE:3/4'=1'-O' _ L CONTINUOUS PROVIDE AND INSTALL FELT CONTINUOUS PROVIDE AND INSTALL FELT Lo BEVELED 2x4 BOND BREAKER WHERE BEVELED 2x4 BOND BREAKER WHERE = r— SHEAR KEY,TYP. SLAB 15 POURED A6AIN5T SHEAR KEY,TYP SLAB 15 POURED AGAINST b FOOTING/WALL,TYP. FOOTIN6/WALL,TYP. TYP GONG.SLAB ON GONG.SLAB ON GRADE,SEE PLANS TYP GRADE,SEE PLANS B.O.FOOTING B.O.FOOTIN6 EL.VARIES EL.VARIES SEE PLAN 2-O" (2)#5 CONTINUOUS SEE PLAN I'-10" (2)05 CONTINUOUS BARS a BOTTOM OF BARS®BOTTOM OF v �FOOTING v �FOOTING (D m FOOTING SHALL BEAR ON FOOTING SHALL BEAR ON NATURAL,UNDISTURBED NATURAL,UNDISTURBED - 5UB-6RADE OR PROPERLY 5UB-6RADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED 6RAVEL FILL. x 1 SECTION THRU FOUNDATION AT PARTY WALL SCALE:3/4'=1'-O° 4 SECTION THRU FOUNDATION AT PARTY WALL AT GARAGE SCALE:3/4'=I'-0. C� CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill =or;;r•o.:-?i�,a GENERAL NOTES: CONCRETE NOTES: STRUCTURAL LUMBER.ENGINEERED LUMBER. ��I I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE 5TREN6TH OF NOT LE55 THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 43%AND 196). STANDARDS"OF THE AMERIGAN IN5TITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DE516N 5PECIFICATION FOR SHOWN ON STRUCTURAL DRAWIN65 WITH EXISTING FIELD CONDITIONS STRE55-0RADE LUMBER AND ITS FASTENIN66'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPIN6 SHALL HAVE A COMPRESSIVE 5TRENGTH OF NOT LESS THAN 3000 P51 AT 6EOTECHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT 2.THE MINIMUM GRADES AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE C rji W STUDS CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 PSI,E=1,300,000 PSI, i i� = fit• W Z oc :)� 5; 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 DAYS JOIST5/RAFTERS/3EAM5.SPRUCE-PINE-FIR NO.2,FB=877 P51,E=1,4004=PSI THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRE55URE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400000 P51 �c fi:.34L����f 0 W 3 ALL DIMENSIONS,ELEVATION5,5HELVE5,BEAM POCKETS, MI 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb O 16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE ALL WALL " "' G 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. --^. O .- p _ GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLA65,AND STM5 ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI XAJ POWDER DRIVEN - 5 0- 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 TESTING LAB ON FASTENERS O 16'O.G. U = ,= 6EOTEGHNIGAL,MECHANICAL.ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 GUBIG YARDS.ONE CYLINDER SHALL BE BROKEN AT l DAYS,TWO PERMIT SET z u TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AT 26 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF STUDS Q J CODE INFORMATION AND DE-516N LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD G0UIN26 MADE WITH THREE OR MORE WOOD 57WS SHALL BE NAILED TOGETHER WITH 160 NAILS.NAIL RELATED REFERENCE:ASGE 1-10 1.A CONCRETE MIX DE516N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES STAGGERED 4"APART. CONCRETE USED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-EN61Nl�RID WOOD TRU55E5: FLOOR LIVE LOADS: CONCRETE. HE NOTED,6.UNLESS OTHERWISE NOT ALL EXTERIOR OPENINGS SHALL 14AVE NOT LE55 THAN ONE JACK STUD AND TWO FULL RESIDENTIAL: HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OP13`IIN65 SHALL HAVE NOT LESS THAN 1.WOOD TRU55E5 SHALL BE DESIGNED PER THE"DESI6N SPECIFICATION FOR METAL PLATE CONNECTED WOOD PRIVATE ROOMS d CORRIDOR5 SERVING THEM:40 P5F D.ALL REINFORCING BAR5 SHALL BE A5TM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HEIGHT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. 1RUfE`�'r -ISFi®$Y THE TRI)55 PLATE INSTITUTE. PUBLIC ROOMS d CORRIDORS SERVING THEM:100 PSF 1.ALL CONVENTIONAL LUMBER ROOF RAFTHt5 SHALL HAVE A SIMP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHAN6ING WOOD I-EhiBER5 SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER 9.GENERAL.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND SNOW AND ROOF LOA05/FACTORS: ENGINEERING REVIEW.SHOP DRAHIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMP50N LSSU SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRU55 MANUFACTURER'S REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REEBAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.R106E STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3.WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(PCj):30 P5F BENDS,DETAILS,ETC. DRAHIN65 BEARING SEAL AND SIGNATURE OF THE DESIGN IONAL ENGINEER,REC715TERED IN THE STATE 8.FlJ)SHH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED FLAT ROOF SNOW LOAD(PF):30 P5F OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE 6�EIERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR Os):ID 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE MEMBER. SUBMITTING TO ARCHITECT.SHOP DRAHIN65 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRU55 LAYOUT PLAN; LESS THAN 2'-0'OR 48xDIA. SNOW EXPOSURE FACTOR(Ce):IA TRUSS DETAIL SHIFTS SHOWING CONFI6URATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER 9.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING THERMAL FACTOR(GU:1.0 11.ALL MELD®WIRE FABRIC SHALL CONFORM TO ASTM A-05.Fy=bO KSI PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES,CONNEGTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HAN6ER5 FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANGHORA6E HARDWARE(SPECIFIED BY TRL55 GEOTECHNICAL FACTORS: DES,16NM,ETC. FROST DEPTH:3'-6' 12.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE 5EGUR6_Y WIRED T06ETHER 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE555URE TREATED WITH PRESERVATIVE. ASSUMED 501L BEARING CAPACITY:SEE'FOUNDATION NOTES'IT 15 ASSUMED THAT 4.TRUSS DE516NER 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 FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL OUTS. PERMITTED, 13.SEE ARCHITECTURAL DRAWIN<5 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND Gl)T II.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.J'FUBER'ZIP'SYSTEM IS PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND 'ZIP-R'INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFEGT5 DUE TO SETTLEMENT,DIFFERENTIAL UN L.ELECTRICAL EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING ME`MbER5, Z NOT E95 THAN b'O.G.ON ALL PANEL ED6E5.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCKED AND NAILED SETTLEMENT,BUOYANCY,ETC,.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TR11��5 DE516N8R SHALL GACAREFULLYO 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL CONTRACTORS WITHIN 48'OF BUILDING GORlERS.SHE IL B ATHING PANELS SHALL INSTALLED TO SPAN ACROSS FLOOR LEVELS OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTEG44NICAL ENGINEER TO AND SAL A6ENGIES (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBIN6 FIXTURES,INGL.UDIN6 LIMITED BUT NOT LIMIT TEST AND EVALUATE THE 51TE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS,SHOWER UNITS,WITH THE 6.C.,ARGHITECT,AND MECHANICAL DE516N. iQ VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTEGHiJIGAL EN(S1NIffRIN6 REPORT. 15.ALL CONCRETELE NC SHALL BE DETAILED,FORMED,HANDD,PLACED,AID PROTECTED IN ACCORDANCE WITH 12.SUB HE-FLOORING SHALL BE 3/4'TONGUE d GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS w PROCEDURES AND 6UIDELINE5 PRESCRIBED IN THE LATEST EDITION OF"BUILDIN6 CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN 5UB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD 5U8-FLOOR 5.DEAD LOA05: WIND FACTORS: REINFORCED CONCRETE"AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS O b'O.G. ROOF TRU55 TOP CHORD DEAD LOAD:10 P5F RISK CATE60RY:II ND ROOF TRU55 BOTTOM CHORD DEAD LOAD 10 P5F BASIC WIND SPEED N):130 MPH AND AGE-305/306 GUIDES FOR HOT/GOLD WEATHER CONCRETING ROOF TR1155 TOP CHORD DEAD LOAD:15 PSF EXPOSURE CATEGORY:B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM 'Td6 APA STRUCTURAL I RATED SHEATHING. FLOOR TRI)95 BOTTOM CHORD DEAD LOAD:10 PSF TOPOGRAPHIC FACTOR(Kzt):IA 16.6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXP05ED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED b.TRU55 DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD ENCLOSURE CL AS51FICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING �'P CON50LIDATIN6 CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY DEFLECTION CRITERIA OF U960 AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF INTERNAL PRESSURE GOEFF 1:30.18(ENCLOSED BLDGJ O SALIENT CORNER DISTANCE:6-0' CONSOLIDATED GONORETE POUR FREE OF VOIDS AND/OR"HONEY-COMBIN6'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT ��OF V4"OR�0 UNI_E55 SPECIFICALLY APPROVED OTHERWISE. 04 ROOF PITCH:21-45 DE6REC5 (n CDMORE THAN b'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48"OF 1.WOOD TRU55 ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY ui (V COMPONENTS AND CLADDING:UINFACTORHD WIND LOADS 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIP-5,RAKES,AND EAVES. ERECTION BRACING. F- ZONES I,2 d 3 ROOF WIND PRE55URE-5 DE515N,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O TRIB AREA ZONE 1(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID"HONEYCOMBING'AND VOIDS IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF#'APA RATED PLYWOOD 8.TRUSS SPACING SHOWN IN STRUCTURAL EN61NEERIN6 PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 P5F 35b P5F 35b PSF FOUNDATION.TECHNIQUES,SUCH AS PRE-5TA61N6 CONCRETE VIBRATORS IN CON6E-STED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STA66ERED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TT IJ%SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING Z c CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE 04 20 SF 28.9 PSF 34D PSF 34.0 PSF SHALL BE FASTENED TO THE SUPPORTING FRAMING WITH 8d RINK-SHANK NAILS O 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 50 5F 26b P5F 32D P5F 32.0 P5F CONTRAGTOR'5 DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. 100 Sf 252 PSF 30.4 PSF 30.4 PSF 1&.CONCRETE V0105 AND EXCESSIVE"HONEY-COMBING"SHALL BE DOCUMENTED AND REPORTED TO THE 11.50LID BLOGKIN6 SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL EDOE5 IN w ZONES 4 d 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHOD.PARGING,DRY-PACKING,AND ALL CIRGIM5TANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUESSTRATE FOR W 0 TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL E06E SUPPORT AND FASTENING. Z Z D 10 SF 33.0 P5F 40.1 P5F SIGNIFICANT VOIDS. LLl 20 SF 31b P5F MD P517 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z /n 50 SF 241,15 RUG P5F 343 P5F 5TTURAI-STD SHALL INCLUDE DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWINGS SHA INCLUDE BUT ARE NOT LIMITED 100 SF 28.4 P5F 31b P5F 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AI56 SPECIFICATIONS AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING L.ENSTH5, 500 SF 25.2 P5F 252 P5F LATEST EDITION. CONNECTION HAN6ERS,BLOCKING,BRIDGING,AND SQUASH BLOCKS. a w 2.ALL WIDE FLANGE SECTION 5TRUCTURAL BEAMS(W)SHALL BE A5TM A992 FY=50 K51.BA5E PLATES, 19.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(LSU.AND PARALLEL STRAND LUMBER(P5U SHALL U J ~ FOUNDATION NOTES: to Q CHANNELS,ANGLES,AND RISC.5TRUCTURAL STE EL SHALL BE ASTM A-36,FY=3b K51.ALL SQUARE AND BE VERSA-LAM BY B015E CASCADE OR EQUAL. Lu U Q I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE REGTAN601LAR HOLLOW 5TR1)GTURAL SECTIONS(H95)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 K51. GIJ=ABED FROM THE BUILDING FOOTPRINT. 20.LVL EA AND PSL BEANS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 P51,FT=2150 P51,FG=750 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENTS OF ASTM FI554 AND P51 Fr,=3000 PSI,FV= 285 PSI.E=2000000 P51 2.ALL SOIL SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A301. SUBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF SH CONFORM 21.PSL GOLUMN5/PO5T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 P51,Fr_ 150 AT LEAST 3000 PSF.6G SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4.ALL BOLTS,NUTS AND WASHERS ALL COORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI,FV= 285 PSI,E=1300000 PSI L_ H16H STRENGTH BOLTS UNIl E55 NOTED OTHERWISE. SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,T &C.SHALL BE HE O RESPONSIBLE FOR GONSTRUCTIO6 THI5 BUILDING AND SURROUNDIN6 51TErA56RADE ELECTRODES 22.LVLS AND PSLS SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL 5.ALL WELDING GIIRODES SHALL BE 0XX. 1J316TH OF THE M>>=T BfR IN STRICT AGGORDANGE WITH THIS REQUIREMENT. - 3.BEDROCK/LED E SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED WELDER5 AND SHALL CONFORM TO THE ANUS'CODE FOR ARC 23.ADHESIVE U5ED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF ASTM 1?-2559-16. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED 6RAVFL. AND 6A5 WELDING IN BUILDING GONSTR11GT10N',LATEST EDITION. 24.ALL SIMPSON CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,P05T GAPS,EGT)SHALL BE COATED WITH W 4.A MODIFIED PROCTOR LEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4"DIAMETER BOLTS OR MELDS DEVELOPING A MINIMUM Z-MAX CORROSION RE515TANCE OR APPROVED SUBSTITUTE. - EACH TYPE OF SOIL TO BE COMPACTED. OF IOp00 POlNDS UNLESS NOTED OTHERWISE. 8.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. 25.ALL FASTERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT L E-56 THAN 95%OF MAXIMUM DRY DENSITY PER NE EAPRESERVATIVE TREATMENT USED. ILI- ASTM 01551 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH. q,ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION MELDS SHALL BE INSPECTED BY 26.ALL FASTHERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LIMBER,AND/OR THE .. UJ O ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORRO5IVE MATERIALS OR COATED MOTH AN APPROVED ANTI-CORROSIVE V r} b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. Q TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL LL B 13 T E FILED WITH THE SOILS TESTING LAB 10.AN INDEPENDENT DENT STEEL TESTING A6ENGY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE - ARGHITEGT 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 SIMP50N PG/EPC, 1.BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALL5 IN INCREMENTS NOT TO RL-GUIREMENTS TO BE COMPLETED.A C,OPI'OF ALL TEST REPORTS SHALL BE FILM WITH THE ARCHITECT. POST GAPS AND 45"LONC.04L E%OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE EXCEED 2 FEET MAXIMUM DIFFERENTIAL. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOMM ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH - (D 1 WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. NOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. � 8.SEE PLUMBINl6 AND ELECTRICAL DRAWIN56 FOR UNDER FLOOR SYSTEMS AND SPECIAL SEQUENCES - > I 6RANULAR 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 TRL65 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE _ ( , Q/ MILL SCALE AND OTHER FOREIGN MATE-RIDES AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING 0-49.NO FOOTIN65 OR SLABS SHALL BE POURED INTO OR AGAINST Sl1B6RADE CONTAINING ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. - FREE WATER OR ICE. 29.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER PROVIDE d INSTALL 10.ALL SLA86-ON-61RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE d INSTALL J'FULLY WELDED AND FITTED WE$STIFFENERS BOTH SIDES AT ALL BEARING d POINT CONTINUOUS 2"CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING N GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SGREN5.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE#10 DECKING SCREW Y SUBGRADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6E0TECHINIGAL ENGINEERS 14.GUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES THROUGH TOP OF RAFTER. _ 7 J OF RECORD. LSHALL BE SHOWN ON SHOP DRANIN55 FOR STRUCTURAL_STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF HOLES OR C IT5 IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN THIS PROVIDE AND INSTALL HORIZONTAL ENE PLYWOOD PANEL F ALLi IP ON THE PR 5TUD TEE H b WOOD RIM TRU"OL. _ n 1 II.FORGES DUE TO HYDROSTATIC PRE55lURE HAVE NOT BEEN CONSIDERED IN THE PERMISSION FROM THE Si1R11GTURAL ENGINEER OF RECORD. THIS PLYWOOD TIE PANEL SMALL BE FASTENED TO THE BOTTOM OF ALL l)PPER FLOOR STUDS MUTE 8d NAILS O 6'O.G. (lJ DE516N OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE (3 NAIL5 PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS, _ � V) GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNIGAL ENGINEER,CIVIL 15.6E?ERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS A 6'O.G.AND TO THE TRU55 VERTICAL MEMBERS WITH 8d NAILS O x O ENGINEER,OR OTHER QUALIFIED DE516N PROFESSIONAL TO ENSURE HYDROSTATIC AND EN67INEERIN6 REVIEW.SHOP DPAHN66 SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL b'O.G.(3 NAILS PER VERTICAL MEMBEW,THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER = L FORCES DO NOT EXIST. CONTRACTOR PRIOR TO 50MITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS O b'O.G.(3 NAIL5 PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH MATERIALS,LENGTHS.CUTS,STIFFENERS,CONNECTIONS.DETAILS.ANCHOR BOLTS LEVELING PLATES.EMBEDDED 8d NAILS O b'O.G."EXCEPTION.PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AID JACK 12.ALL DAMP-PROOFIN6,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS NTH(15)8d NAILS(5 EACH KING AND JACK) RESPONSIBILITY OF OTHERS. Y Y Y .L t 2 t Y C� CAMERA•O'NEILL CONSULTING ENGINEERS 1 I k Camera/O'Neill ..,n:.l.:,l:,- PROVIDE SIMPSON LUS210 9 JOQ�JIZIJIP FACE MOUNT HANGERS AT �p p �� S ALL DECK JOISTS.TYP. C �I ut Z Z L++Cie -? - x j G\\ :c a�' cc 0 Lu = o /4 5O'1 PERMIT SET U y V J , Z J S 2 k r. i. k i. k+� Q wm ISTS Ib' G. m p p bn tr v Sn N N CONTINUOUS P.T.2x12 `�Q '�Q '`Q'`•Q N N LEDGER TENED Q Q SIMP500N ABU44 STANDOFF Q Q FASTEN FIRST WALL ` THROUGH THIN6 AND BASE d FASTEN TO CONG. STUD TO CONC.FDN NTO RIM JOIST/WALL W/V&DIA.EPDXIED WALL W/HILTI TYPE X-U b TUDS W/f2)Y4'x 4'LONG. (� THREADED ANCHOR ROD(6' POWDER ACTUATED ~ IMPSON 5DW5 di I6'O.G. 51.1 y a 50.1 EMBED) FASTENERS AT Ib'O.G. ;?d ^ ` PROVIDE d INSTALL STAGGERED - '� 'L PAIR OF 51Md2SON __ _TR AS __= - DTT2Z TENSION TIES G�rPR&O19E 4 iio5foft - - 1111 ?' PA tR OF SIMPSON m t y DTT2Z TENSION TIES �J DOUBLE ROW OF c IIII a FULL DEPTH SOLID p p O HAND PER b IIII DOUBLE ROW OF b O--I HANGERS PER 55 III > + BLOCKIN6 > Illy B ;c IIII i wE z.,w� w Q q PROVIDE d IN5TALL)2' IIII W Q v PROVIDE d INSTALL 14' IIII �p _o LALLY COLUMNS,TYP. > - LALLY GOLUMNS,TYP IIII? `n POy( dr,E V) _ _ Uj w tll kn 0 I w 1111 5 ;p TT2115S DESIGNER IJOTE IIIIQ 502 5 p TRU55 DESIGNER NOTE c 50.2 50.1 a 50.1 l u l0. PW-EN6INEERED GIRDER T14155 OR IIII w p -ENGINEERED GIRDER TRV55 OR IIII p AT ALL H55 COLUMNS, pLAMA, AT ALL HSS COLUMNS, 0 POINTBELOH _ P INT _ O ZE Jill/ ACCOMMODATE FACE MOUNT H N6ER ACCOMMODATE FACE MOUNT N6ER < N M16" .BEAM DIRECTLY (� I6'L.VL.BEAM(FLUSH)DIRECTLY Q 76 LL PROVIDE d INSTALL ? I PROVIDE d INSTALL ROW ? CAI J INDICATES APPROX. if J INDICATES APPROX. DIRECTLY BELOW BELOW BEARING WALL O N >' - 0 LL 0 BLOCKING SUPPORTING POINT LOADS O Z D HANGERS PER TRUSS a HANGERS PER TRUSS LL N _ z Q --� _ O BELOW POINT LOAD BELOW POINT LOAD LL w 3,Ok p -I^ 16'DEEP PRE-ENGINEERED 3 k -4 1 16"DEEP PRE-EN6INEERED U Q � ►txa6l2-sos W WOOD TRUSSES O Ib'OL. HJCli61�-5 y WOOD TT�1155ES5®16'O.C. LLt Q •D Z ,p t O Z cN 0 PRE-ENGINEERED GIRDER T .p PRE-EtJ6INEEREfl 6aRDEfZ W g A TRU55 OR DOUBLE 16" g.D 1RU55 OR DOUBLE 16' ' n L.VL.BEAM(FLU5W a L.Y.L.BEAM(FLUSH) °-Q a �[ 3 L PRE-EN61 GIRDER TRUSS OR -- PRE-EN61N 4 D 61RDER TRIJ%OR O DOUBLE 16- VL.BEAM USFW COORDINATE STAIR - - DOUBLE 16' .VL.BEAM(FLUW COORDINATE STAIR OPENING DIMENSIONS IN OPENIN6 DIMENSIONS W/ ARCHL DW65. b ARGHL OW66. b _ 50.1 S0.1 PROVIDE d INSTALL 51M PROVIDE d INSTALL SIM x QD 10 ' BEAM POCKET AND P.T. 10 BEAM POCKET AND P.T. _ Z 50.1 BEARING PLATE TO 50.1 BEARING PLATE TO _ ACCOMMODATE BEAM. ACCOMMODATE BEAM. PROTECT UNTREATED PROTEGT UNTREATED - LLk43 R WITH BUILDIN6 LUMBER WITH BUILDING Y FELT,TYP. FELT,TYP. LL! O 0 V ------- -- �� ------- -- o _ -� 0 C�, TF pk� w bra w � co � EL _ 3 a 5 3 I w 50.1 50.2 w 50.1 50.2 _ u � N 5 5 W C (y _ Z O _ L� S S ---------------- ----------•----------•--- ------------------------------------------- •�� IL Y _/ SO.I SO'I 50.1 50.1 SIM SIM - Y aeIRml OR FRAMING-WALK OUT BA5EMENT FIRST FLOOR FRAMING-ECRE55 WINDOW C4'=I'-O' SCALE:1/4'=1'-0' - 01 PLAN NOTES: PLAN NOTES CONT.: I. #J-+IK JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(14.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBER5 SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURERS FALL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. - 14*12 10.ALL MULTI-PLY WOOD AND/OR EN6INEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S = 2. -INDICATES 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. - SHALL BE INSTALLED PER MANUFAGTURER5 SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY 5PEGIFIED ON PLAN.: 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Y2"THICK"5PRIN6FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL - 4. LWLE-55 OTHERN15E NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. ? 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATION5,5HELVE5,BEAM POCKETS.GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,5LA85.AND ALL 6. REFER TO GENERAL NOTES FOR FARTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND ORAWIN55 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS.CORBELS,BUILD-OUTS.PAD-OUT5,AND ALL OTHER APPLIED = 5. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOGKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Camera O'Neill m...,:r.= Cyr it f•-, r ,,. f O i�•` �. �i7• �i• D 6 c"; . F H V Q �a C u.r o O ►- o -C U = 3 PERMIT SET u z cc U Q L PRE-EN6INEERID ROOF vz1 I TRU55,SEE PLANS? APA RATED WALL 9HEATHIN6.SEE ARCHLD ZADJACENT GENERAL NOTES. 51N6LE 2xb SOLE PLATE UNIT 7 UPPER ROOF TRU55 SHALL / BEAR ON LOW ROOF TRU55 p 2xb WOOD 5TU05 a Ib"O.G. z #'T16 PLYWOOD N SUB-FLOOR O CL cn OD~ w LL PROVIDE AND INSTALL TRIPLE 2xb STUB PO5T/5%A5H BLOCK(NOT SHOWN)BELOW ALL JAMB AND P05T v LOCATIONS ABOVE. 1 2xb 61b'O.G.BEARING WALL t] 7 (SHOWN SHADED) — PRE-ENGINEERED WOOD w FLOOR TRU5SE5,SEE us DOUBLE 2xb TOP PLANS PRE-EN61NEE N PLATE.TYP TRUSS.5EE PL CD N PROVIDE 2x DIA6. BRACING O 46"O.G. PROVIDE BLOGKN6 BETI^EEN _J FLOOR TRUSSES TO PROVIDE -� N SUBSTRATE FOR FLOOR Q SHEATHING FASTENING W Q) i p Z 6 5EGTION THROUGH EXTERIOR WALL-PARALLEL FRAMING v1 c: SCALE:3/4'=1'-0' - -- - Q PRE-ENGINEERED FLOOR IL TRUSS,SEE PLANS w w J di h Q ~ 2xb 016'O.G. 2xb 016'O.G.BEARING WALL w Q BEARIN6/51iEARWALL � H � - -- - 2xb OIb'O.G.BEARIN6 WALL - 0E_LET/2"= CEAL SECTION APA RATED WALL SHEATHING,SEE GAB.,GOORD.W/ 1'-0" L--• GENERAL NOTES. ARCHL O SINGLE 2xb SOLE PLATE ' - 3 2xb WOOD STUDS®Ib'O.C. T16 PLYWOOD PROVIDE CONTINUOUS 2x4'RIBBON" SUB-FLOOR CL w FASTENED TO EA.FLOOR TRU55 W/ O g12d NAILS 1 1 1 O J 4 L..LJ w PROVIDE AND INSTALL TRIPLE 2xb STUB = O P05T/SQUASH BLOCK MOT SHOWN) 2x BLOCKING AND TM65 _ m BELOW ALL JAMB AND P05T LOCATIONS CONNECTION HARDWARE PER JOIST 1 < ABOVE. w DESIGNER. p 0 �'APA RATED WALL �— �j �PRE-EN61NEERED WOOD APA RATED WALL 2xb STUDSG NOTES. RALFLOOR - u g DOUBLE 2xb TOP PLANS 'E''SEE SHEATHING,5EE GENERAL v N PLATE,TYP. NOTES. 2x BLOGKIN6 AND TRUSS = 0-' CONNECTION HARDWARE PER JOIST - v DESIGNER. Y SINGLE 2xb EN VEERED ROOF = z PRE-ENGINEERED SOLE PLATE 5,SEE PLANS WOOD TRUSS, PROVIDE t INSTALL - 05ECTION THROUGH EXTERIOR WALL-PERPENDIGULAR FRAMING SEE PLANS 'TIC,APA RATED HAf51 TYP - N SCALE:3/4'=1'-O' PRE-EN6INEERED PLYWOOD SUBFLOOR = O _ L "Tt6 PLYWOOD TRUSS DESIGNER NOTE: HE ROOF SATHING PROVIDE d WOOD TRU55, N5TALL UPLIFT SEE PLANS PROVIDE SEAT TO ANC.I10R 465 PER ACCOMMODATE LEDGER. _ •CZ 'APA RATED TtG PLYWOOD TRU%DE516NER f x CL SHEATHING LAP SHEATHING PROVIDE AND INSTALL UPLIFT I - tl'-11%"MINIMUM ANCHORAGE PER TRUSS r_ S = LO DESIGNER L01I'-O"MAX CONTINUOUS 2xB LEDGER®HFFI OF PRE-ENGINEERED FLOOR VPROVIDE t INSTALL UPLIFT Y MONO-5LOPE TF465E5 FASTENED THROUGH TR!>55ES,SEE PLANS L.V.L.BEAM.SEE PLANS ANCHORAGE PER TRU55 i TRU55 DESIGNER NOTE SHEATHING AND INTO TRUSS 1-M 5 WITH(2) DESIGNER J'x3�'SIMP5ON 505 SCREWS 6 Ib'O.G. FASTEN PLYWOOD TO AGGO>ODA IDE SEAT TO REFER TO TRU55 DESIGNERS REQUIREMENTS L.V.L.BEAM W/(2) CONTINUOUS 2x10 LEDGER 6 HEEL OF 2x LADDER FRAMED RAKE FOR TRU55 FA5TENIN65 TO LEDGER AND WALL. ROWS OF bd NAILS MONO-SLOPE TRUSSE5 FASTENED THROUGH ®4'O.G. SHEATHING AND INTO WALL STUDS WITH(3)#'xb- Y PRE-EN6INEERED SIMPSON SD5$CREWS®Ib'O.G. _ 'APA STRUCTURAL I RATS? WOOD ROOF TRU55 REFER TO TRU55 DESIGNER'S REQUIREMENTS FOR EXTERIOR PLYWOOD SHEATHING. TRU55 FASTENINGS TO LEDGER AID WALL. 9HEATHIN6 SHALL EXTEND TO pRE-ENGINEERED • TOP OF GABLE END TRU55 10 GABLE SECTION T LOW ROOF SECTION AT SHED DORMER - END ROOF TRU55 3 - SGALE:3/4'=HROUGH 1'-0' 2 SEE ARCH.FOR EXTERIOR SCALE:3/4"=I'-0" - FINISHES,TYP. 4 RAKE L LADDER FRAME DETAIL AT TRUSSES SCAE:3/4"=I'-0' CAMERA•O'NEILL CONSULTING ENGINEERS :ir s.;s,.nl=r:.ir.r2�rrr:o-7riyrr Camera/O'Neill PROVIDE AND IN5TALL 4b"LONG.20 6A 5IMP50N COIL 5TRAP FROM ONE 51DE OF BEAM,SEE PLAN �`..- �� P05T,UP AND OVER THE TOP OF THE BEAM, ft!�'�'~ YAK AND 004-4N THE OTHER 510E.FILL ALL AVAILABLE NAIL HOLE5 WITH IOd NAIL5. BOTTOM OF POST 51M,5EE GENERAL NOTES E X. f` ? x IWJMP50N PG OR EPG P05T GAP, ' :�a. u W Z LLJ Ift oc v 5EE GENERAL NOTES s=.Z 510, ' ..�:- r .......................................................................... P.T.POST v o W U ALL PORCH BEAMS SHALL BE ALL PORCH BEAMS SHALL BE J 4�.��• cc p W a�_ o \'; FASTENED TO POSTS TO 5EE A ^� --- FASTENED TO POSTS TO ` � SABLE END BRACING RE51ST UPLIFT WITH 51MP50N ¢ABLE END BRACING RE515T UPLIFT WITH 51MP50N —_ = 5 GEILIN6/BOTTOM CHORD OF TRU55 COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRUSS COIL STRAPS,SEE DETAIL PERMIT SET SHALL BE FASTENED TO EFFECTIVELY SHALL BE FASTENED TO EFFECTIVELY PROVIDE 51MP50N H25A PROVIDE SIMPSON H25A ` Z U BRACE GABLE EtE)WALLS. BRACE GABLE END WALLS. a v UPLIFT ANCHORS AT EA. �,, TYPICAL DEGK/PORGH BEAM 5TRAP DETAIL �*,, P UPLIFT ANCHORS AT EA �* Q V, END OF ALL ROOF JOISTS, V6 dk� I --- V, V6 END OF ALL ROOF JOISTS, �'Q Q TYP. Q SCALE:3/4'=1'-O" Q Q TYP. Q A, Q' CONTINUOUS TRIPLE 2x10 BEAM ) GONTiM10U5 TRIPLE 2x10 BEAM(DR ) CONTINUOIf5 2x10 LEDGER FASTENED - __ ___ __ = CONTINUOUS 2x10 LL�6ER FASTENED- I THROUGH SHEATHING AND INTO WALL = = OVIDESIMPSON LU5210 _ __ ___ __ _ __ __ __ __ = PROVIDE SIMP50N LU5210 THROUGH 5HEATHIN6 AND INTO WALL A 2 10 IS O I6 FACE MOUNT HANGERS AT 10 R OF IST ®Ib FACE MOUNT HANGERS AT STUDS W/Y4'x4Y2'SIMPSON 505 SCREWS N -. STUDS W/Y4'x4�'SIMPSON SDS SCREWS N-+ •I6.O.G.STAGGERED " O.G.8'M I N6) AL 1 ROOF-JOISTS,TYP. O 16'O.G.STA66ERED X A O G.8'M NAI N61 ALL ROOF JOISTS,TYP. -: PROVIDE d INSTALL �( �[ jc U`� 7! ' PROVIDE I INSTALL PAIR OFN PAIR OF SIMPSON ___ ___ :. •_'== ______ --- DTT2Z TENSION TIES � ._� -^�. ------ •�•=•= DTT2Z TENSION TIES -fir TRIPLE 2x8 TRIPLE 2x8 1t'L E 2z8 j TRIPLE 2x8 TRIPLE 2x8 TRIFLE 2x8 •/r --- ------ 1R1QLE 2x8 TRTPLE 2x8 1PI E 2x8 TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 HEADER HEADER HEADER d� HEADER HEADER HEAD5Z N w �_ X X (T < PRE-ENGINEERED ROOF 61ROM / IIII I' < TRUSS BOTTOM CHORD ce< PRE-B�GINEER®ROOF GIRDER DTT2Z TENSION TIES DOUBLE ROW OF ry ' TRU55 BOTTOM CHORD 0TT2Z TENSION TIES DOUBLE ROW OF g BLOCKING J BLOCKING IL ADJACENT ADJACENT Q \ c UNIT W W i(1 N 2 ~ O �DW� h x PLUMBING LINE LOCATION, - _ _ _ 2 PLUMBING LINE LOCATION, 2 > ou� '' S02 'o 502 y� zom e�� zo J `'u C� PROVIDE d INSTALL LLJ � PROVIDE d INSTALL v III ,o DESIGNER TYP. Ill w A DESIGNER,TYP. v s, s, z p PRE-ENGINEERFJ7 0 •:............... PRE-EN61t�ERED . _ ..... N GIRDER TRU55 OR QUAD GIRDER TRUSS OR QUAD I'' V AN I' AM p / � N TAPER BEAM END A5 REQDJ �s+ c o TAPER BEAM END AS REQV TO MATCH ROOF PROFILE �,p�• TO MATCH ROOF PROFILE `� `S• (MIN.DEPTH REMAINING=b") g LL- 2x4®Ib'O.G.BEARING (MIN.DEPTH REMAINING=6") g+�• -2x4®Ib'OG.BEARING 0/ c WALL(SHOWN SHADED) _ �? WALL(SHOWN SHADED) O � N 2x4 016"0G.BEARING it C,`� -THIS WALL IS THE PARTY 2x4 alb"OC BEARING ry p`� THIS WALL IS THE PARTY O i p® —' :• :•"' WALL BETWEEN UNITS El® WALL BETWEEN UNITS J -4-- �d4 ��-. LL p w v /�?� tD a v Q z p 0 r ��f N C, NQ �/ OQ� N u N p`fl j/p, �W . }u qi 2- PRE-EN&NEERED 61 TRU55 QEL "z pC�$ 2-5PAN PRE-EN611�ZEO 61 TRU55 ORO � DOUBLe Il a i5•L.vL.BEAM O DOUBLE ubl5'L.VL.BEAM(FLUSH)TAPER BEAM U410 dJ TAPER BEAM �IIII c i END A5 REQD J CE 2-SPAN PRE-ENGINEERED GIRDER TR1J55 R IIII c i END A5 REQt) J � AN PRE-EN6INEERED 61RDM TRO55 12'DEEP UwJTO MATCH ROOF � DOUBLE IIB?5"L.VL.BEAM(FLUSH) I TO MATCH ROOF �x4•PDOUBLE 119"15'L.VL.BEAM(FUr% W � � w U Q l� PROFILE(MIN. PROFILE(MIN. 0 'n 0 FASTEN FIRST JOIST THROUGH IIII DEPTH r-• FASTEN FIRST JOIST THROl16H I�I DEPTH _ di 16"O.G. SHEATHING AND INTO WALL IIII REMAINING=b') ry q ~ 0R k' -,�IpI REMAINING - c __ SHEATHING AND INTO WALL _ STUDS/RIM W/Y4'x4J'7 SIMPSON PRE-EN6INEERED J PRE-EN6iNEJ82ED _ w. 5TUD5/RIM W/Y4'x4Y2'SIMP50N 61Rb9R TRU55 J PRE EN6INEERED J 61R2 TRU55 505 SCREWS AT 16'O.G. in> SDS SCREWS AT Ib'O G. m> m? a.l9 GIRDER TRUSS OR QUAD p J m>, GIRDER TRU55 OR QUAD p J :Q o L— .. ••�„y ii:i IIB75'L.VL.BEAM(FL.U5H) I1b75'L.VL.BEAM(FLU5W .............. ........... .. lII� per P III` oc `fir x TAPERED 2x10 ROOF JOISTS®Ib' N TAPERED 2XIO ROOF JOISTS®16' n O.G.(8'MIN.DEPTH REMAINING) x III w N - X JLL O.G.(8 MIN.DEPTH REMAINING) N I K �-_ d� O.C. AS REQUIRED TO �, I K _ _ y1 AS REQUIRED TO—IR S� x > I II uj n w �w J HAIJ6ER5 ; III ry w LU w J J HANGERS Z GONTIId.OUS 2x10 LEDGER FASTENED III w p CONTINUOUS 2TRU55 VE51CANER NOTE: x10 LEDGER FASTENED IIIwTRL55 THROUGH SHEATHING AND INTO WALL III THROUGH SHEATHING AND INTO WALL J x STUDS W/Yi x4V2'SIMP5ON SD5 SCREWS Ij-K 9 INDICATES APPROX STUDS W/Y4 x 'SIMP50N SDS SCREWS //-K IIII s INDIGA APPROX. O 0 16"O.G.STAGGERED � � ADJACENT `� � ti ADJACENT W COORD.W/ARCH/6.C. LNIT d9 16"O.G.STACs6ERED GOORD.W/ARGHJ6.G. UNIT r ..........?A PRE-ENGINEERED ROOF 61RDER �k pt� .<. :......p XA' I PRE-ENGINEERED ROOF 61RDER :,: p� - O 0 P 6 �F TRJJ5'5 BOTTOM C iORD 6 P /I 6 �� TRU55 BOTTOM CHORD r FASTEN FIRST JOIST THROUGH- FASTEN FIRST JOIST THROUGH SHEATHING AND INTO WALL 2 SHEATHING AND INTO WALL / 2 STUDS/RIM W/Yi x4Y4 SIMPSON STUDS/RIM W/Y4"x�'SIMPSON 505 SCREWS AT 16"O.G. `�2 S05 SCREWS AT 16"O.G. :4 2 - J Lf) 2xb @Ib'O.G.BEARING 2xb®Ib'O.G.BEARING - n` N W N IIII �, Illlo 0 IIII� IIII - D 6 D G O IIII, - 6 7 D GT O ............................... TRIPLE 15--L.V,L,F�.ADER..._..........:.:..............::••..::.... �II N :::::::::::_... ................. iRIPI.45...L,�ld..:i ADER.............. ........ >►� IIIIx =____________—_____= Ipl x ''............................. � IIII I-IK j ��?,�IIII ��I@I � IIII� N w /-/K •�, `'' l,f� TRIPLE 2x HEADER TRIPLE 2x8 HE:AQER� TRIPLE 2x HEAD R TRIPLE 2xs5 R� 3 3 Y 51.1 51.1 _ A SECOND FLOOR FRAMING-WITH ELEVATOR B 5EGOND FLOOR FRAMING-WITHOUT ELEVATOR SCALE:I/4'=1'-O' 5GALE:1/4-=1'-0' PAN NOTES: PLAN NOTES GONT.: • 1. #J-#K JACK AND KING STUD5 SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6®T06ETHER IN ACCORDANCE WITH MANUFAGTURER'5 FULL-HEI6HT KING STUDS WITH 2 JACK STUDS SUPPORTIN6 THE HEADBZI REQUIREMENTS AID PREVAILING STATE BUILDING GORE. 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S 2. -INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANOER5 REQUIREMENTS AID PREVAILING STATE BUILDING CODE. ' - SHALL BE INSTALLED PER MAWFAGTURER5 SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. z CN 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH GONGRETE.PROVIDE Ys'THICK'SPRINGFIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THI5 PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMN5. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL - 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL GONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND GOLUMN5 ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATION5,5HFJ_VE5,BEAM POCKET5,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,5LA135,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO GONSTRUGTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVE5.BRACKETS,GUTTERS,CORBELS,BUILD-OUTS.PAD-OUT5,AND ALL OTHER APPLIED - 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURE-5 AND EMBEL1I5HMENT5 BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS'.AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS LADDER FRAMED RAKES NOTE LADDER FRAMED RAKES ARE NOT 5HOWN Camera O'Neill FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION TRUSS DESIGNER NOTE TRU55 DESIGNER 15 RESPONSIBLE FOR SPECIFYING ALL CDNNEGTION AND UPLIFT HARDWARE.TRUSSES SHALL BE <�i t DESIGNED TO MEET ALL BEARING REQUIREMENTS APPROACHES TO Z Z ACHIEVE REQUIRED BEARING INCLUDE. s :•:i� c' w e w A J L cv c BUT ARE NOT LIMITED TO,BEARING L D > J �^f > a ;,•4iy. vs < o ENCHANCER5,ADDITIONAL TRU55 ,, � 0.U PLIES,DIFFERENT MATERIALS.ETC ae 0 w o= p o SEE 6ENERAL NOTES FOR ADDITIONAL -w. ,' O - ° REQUIREMENTS/INFORMATION U = 3 j PERMIT SET Z U TRUSS BLOCKING Q PROVIDE AND INSTALL SOLID GABLE END BRACING BLOCKIN6 EA.SIDE OF ALL RID6E5, &ABLE END BRACING CEILIN(5/BOTTOM CHORD OF TR1,155 —., __ VALLEYS d HIPS AND AT ALL EAVES CEILIN6/BOTTOM CHORD OF TRI)55 SHALL 13E FASTENED TO EFFECTIVELY I TO SUPPORT AND FASTEN SHEATHING SHALL BE FASTENED TO EfPEGTIVELY BRACE GABLE END WALLS. PANEL E06E5 SEE 6ENERAL NOTES BRACE 6ABLE END WALLS. o o FIRST RAFTER/FIRST TRU55 o a TPLu� �x¢ FASTEN FIRST RAFTER/iRU55 THROUGH 7TF1- u� HEADER HEADER SHFATHIN&INTO WALL 5T1DS/TRL)55 HEADER HEADER — ——— ——— MEMBERS W1Y.'x4�1'e SIMPSON SDW _ __ -- SCREWS AT Ib'O.G.5TA66ERED IUNI-E55 OTHERWISE NOTED) I PRE-ENGINEERED WOOD I PRE-EN6INEERED WOOD GIRDER TRU55 I - 61REER TRUSS - - i \Y x ce \� tic p( tu z 2 2 O -- > TPL 2.b .o '.• N w a i"S a``'• \ IIII p I ADJACENT IIII;�p `�., ADJACENT UNIT UNIT TRU55 TRU55 BLOCKIN5,� \�' BLOCKIN6,� SEE NOTE - — 5EE NOTE I / 1 IIII n rRl)ss _ t x TRUSS N �BLOGKIN6, w Z ry I IIII a SEE NOTE n IIII BLOCKING, 70 515c NOTE 4... Q N \� 'X w W �° IIII W 1 � LL_ !IIIIeL -o LL_ p _\ate r 0 Z c n TRL65 .\� ., x TRI s O 0 w f BLOCKIN6, u� (IIII u' BLOCKING, Z Q IIII ! SEE NOTE 5E�NOTE , d w ' GOORD.ELEVATOR Lv U J w OVERRUN W/ARGH'L I 'n Q ~ ................... Dw6s. ; _ w U Q :x-\ . . . w0 . ... Iill ' IIII O CON 1 2x10 LEDGER HEEL OF i GONTI 2x10 L.ED6ER HEEL OF i ca - MONO-SL ASTENED THROL16H � MONO-SL ASTENED THROUGH SHEATHIN SHEATHI 3 }'xf I SCREWS 16'O.G. #'xb I N 5GREW5 Ib'O.G. REFER TO 5 REMENTS R�TO 16NER5 REO?REMENT5 FOR FAbTENI TO L 6ER AND FOR 5 F TENIN65 TO AND 1— H V � PRE-ENGINEERED WOOD Ir= PRE-EN6INEERBD WOOD I ? `,,,L,, I GOORD.ATTIC GOORD.ATTIC Y ACCESS DIMENSIONS ACCESS DIF EN51ONS O W/ARCHL DWCfi W/ARCHL DW65 ---- --— ----- fW &fRDER TRU55 I? `-- -- ------ --- fRE 6=WDM TRUSS — • z � PRE-ENGINEERED 6i2DEit TRU55 I PRE-ENGINEERED 6 TRl)55 _ q— IL�J _ U _ SUBSTRATE FOR 9-EATHIN6 ADJACENT I p SUBSTRATE FOR_SHEATHIN6 c ADJACENT TRU55 DES6NER NOTE FASTENING.FASTEN TO TRU55 P UNIT 51.1 TRll55 DE516NET2 NOTE: FASTENING.FASTEN TO TRU55 lei . _---{ 1 \ UNIT rl� N TRUSSES SHALL INCLUDE SCREWS®Ib'OG.STAGGERED ro TTU.�S cS ALL fNCLUDE SCREWS®Ib'OG.STAGGERED N w CHIMNEY WAIL GEOMETRY CHIMNEY WAIT 6EONtETRY �— v� PRE-EN61 IAL WOOD'GH 9 Al Y.'TRl)rf ;PRE-EN61 IAL WOOD'GH Y' l�4i D . _ z ^` V) ZAI 1. L/)PRE-Eha '41AL HOOD'G,Z7TRU55 _ - 0 �!EADFR 1EADE1� J$ADEB HEADER ff-&AR = E Y PRE-ENGINEERED �� ---- �� PRE-ENGINEERED I I s HIP TR11��5 -EN6 ONOSL HIP TRUSS -EN6 N�SL PE - �— I WOOD SE 24' ! TRIPLE 2xb HEADER WOOD 24 TRIPLE 2xb HEADER -- — - - -ARGHITECTURAL EMBELLISHMENTS BY OTHERS. EMBELLISHMENTS BY OTHERS. COORDINATE WITH COORDINATE WITH T�5 CONTINJOU5 2xb LEDGER 6 HEEL OF ARCHITECTURAL DRAWING5 T 5 CONTINUOUS 2xb LEDGER®HEEL OF ARCHITECTURAL DRAWINGS BLOGKIN6, TRU56 DESIGNER NOTE. BLOCKING, TRUSS DE516PlER NOTE: MONO-SLOPE TR1155E5 FASTENED MONO-SLOPE TRU=J-S FASTENED 3 SEE NOTE PROVIDE SEAT AT THROUGH SHEATHIN6 AND INTO WALL 3 SEE NOTE PROVIDE SEAT AT THROUGH SHEATHIN6 AND INTO WALL SI.I TRU59 HEELS TO ACCOMMODATE STUDS WITH(2)J'x3►'j SIMPSON 5D5 51.1 TRU55 TO ACCOMMODATE STUDS WITH(2) °x3�i'SIMPSON 5D5 L.ED6ER SCREWS B Ib'O.G. LEDGER. SCPZW5®16"O.G. _ REFER TO TRU55 DESIGNERS REFER TO TR155 DE516NER'S REQUIREMENTS FOR TRU55 FASTENINGS REQUIREMENT5 FOR TRU55 FASTENIN65 <_ TO LEDGER AID WALL. TO LEDGER AND WALL. ROOF Fr/4"= MING-WITH ELEVATOR $ ROOF FRAMING-WITHOUT ELEVATOR = �`^�f SCALE: I'-O" SCALE:I/4'=I'-O" CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill J IN Fp `> r �/J.. *. 7 W C= tJ ~ ^ - Lu O _ r PERMIT SET U °C :J Q AT WALKOUT BASEMENT OPTION,PROVIDE'STI' STRAP HOLDOWNS IN LIEU OF'H2"HOLDOWNS AT FIRST FLOOR FRAMIN6 y,Tl -aTI -.�m STI STIi H4 H4 H2 H2 H2 H2 `.•• H2 H? to Z O N W Q� fv ... ....... O 7 Q N ........... J c N 00 � p C) Lu z •j o � Q Oe w u J w ............_................................ :..,. .._. .............................................................. \' vUi THIS SF�ARWALL 15 THE w PARTY WALL BETWEEN UNITS HII HII: O . SW3 ........ .rye N�4L h� hr llJ N LU O O1 _ coVr=� _ � I r� N N . Z � O IL V/ is >`•'t; A FIR5T FLOOR 5HEARWALL5 6 BASEMENT 5HEARWALL5-WALKOUT BASEMENT OPTION SCALE:1/4'=1'-O" v SCALE:1/4'=1'-O" SHEARHALL SGHEDULE SHEARWALL PLYWOOD 5HEETROGK WALL STUDS BLOCKING NAILING a HOLDOWN NOTE-5: 10 TAG FACE FACE a PANEL ED&E5 ®ED6E57 PANEL ED&E5 - 1. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY 5Y5TEM INSTALLED IN STRICT 5141 OUTER INNER 51N6LE 2. BLOCKED 8d a 6"O.G. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOW45 SHALL BE GANGED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND 6ENERAL NOTES. 5W2 NONE INNER 51NGLE 2x BLOCKED 6 SCREWS a 4'O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR 5HEATHIN5 AND FASTENED TO 5W3 BOTH BOTH DOUBLE 2x 1BLOCKED bd a 3'O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL 5HEARWALL DETAILS FOR THER 4. ALL DIMENSIONS, 0ELEVATION5�TSHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIE5,PIER5,FOOTIN65,5LAB5,AND ALL OTHER ITEMS HOLDOHN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL.ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOLDOWN THREADED CONSTRUCTION. ID TA6 51MP50N HOLDOWN FASTENERS ROD 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55.TH15 PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL a FASTENED TO: TO FRAMIN6 DIAMETER EMBED•INTO FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®6'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE CONCRETE PRE-EN61NEERED WOOD RIM TRU55 TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/6d NAILS a 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5052.5 DOUBLE WALL STUD SD5 SGREW5 5/&"DIA. 12" WITH 8d NAILS a 6'O.G.(3 NAILS PER VERTICAL ME114E ).THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HDU4-5052.5 DOUBLE WALL STUD 505 SCREWS 5/8"PIA. 12' NAILS a 6'O.G.(3 NAILS PER STUD)ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS a 6'OG"EXCEPTION:PLYWOOD PANEL SHALL HII HDUII-5DS2.5 5 25"x5.25"PSL POST SDS SCREWS I"VIA. 12" ` BE FA5TENED TO EVERY FULL HEIGHT KING 5TUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) STI G5-20x54'LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM l� J I GENERAL NOTES GENERAL NOTES GAS FURNACE W SPLIT AIR CONDITIONER SCHEDULE LABEL(ID) :MAKE MODEL(INDOOR UNITS HP INPUT TUH OUTPUT VOLT PH AMPS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES 1 THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE BTUH BTUH MODEL i 9 BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR , o.OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS ALL EQUIPMENT AND AHL-I CU-i HEIL N9MSE100_1_OA 3 4 100,000 97,000 I IS 1 14 6 20 ED�14X48L_I NXA648GKA 4.0 16 W 08_30 1 6 I 40 AMP SEE NOTE 1 Z 2 E DEVICE OUTLET �++(�w 0% ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB H_= c 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 �n I >c �°• NOTES:1 PROVIDE SPLIT SYSTEMS WITH HIGH LOW PRESSURE SAFETIES,TXV VALVE,CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS c W 'i U Q •O PRESSURE DROP oe uu c m LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED PROVIDE AUXILARY DRAIN PANS 0 c¢ 0 TESTING OF THE MECHANICAL SYSTEMS THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE I I THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED AIR DEVICE SCHEDULE U = 3 FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS THE RANGE U �m FOR PERMIT COSTS LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES m Z u 2 THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED 4c 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 CD-1 HART&COOLEY A682M 12x6 7"a SEE PLANS 2-WAY CEILING SUPPLY DIFFUSER - 2016 NEW YORK STATE UNIFORM CODE SUPPLEMENT SURFACE,BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER FG-1 HART&COOLEY 421 12x6 7'p SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR 3 THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0 016-INCH MINIMUM THICK METAL RR-I HART&COOLEY 661 12x12 SEE PLANS WALL RETURN GRILLE �,,aµ4rji N# - DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M1502 ��S��+-•""'• y FULLY INFORM ITSELF OF ALL CONDITIONS RR-2 HART&COOLEY 661 24x 14 _ SEE PLANS WALL RETURN GRILLE a 4Fr'M 4 THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER PLANS CEILING RETURN GRILLE _ i r t EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION' PROVIDE COMBUSTION AIR RR-3 HART&COOLEY 661 24x E) SEE PLAN 5 THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND NOTES I COORDINATE AIR DEVICE LOCATION',QUANTITY,THROW,SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING ' j AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE 2 EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES ss',s APPLICABLE CODE REQUIREMENTS PROJECT 3 PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN,BALANCE PER CFMS LISTED 13 ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS 4 PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK '" 6 THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MANUALS AT THE CONCLUSION OF THE �+.,,,• PROJECT 14 APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 7 INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS ALLOW THE DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES t EXHAUST AND SUPPLY FAN SCHEDULE 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, LABEL(ID)MAKE MODEL CFM S P VOLTAGE PH AMPS WATTS DISCHARGE NOTES FOR A RESOLUTION EXTERIOR WALLS,HEAT SOURCES AND SUPPLY AIR DEVICES EF-1 PANASONIC FV-05-I IVKSI 80 0 2" 120 1 016 - 4" SEE NOTE 1,2,3,4 8 ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH HEF-I FAN TECH FG 12 EC 600 0 3" 120 1 - - 12" SEE NOTE I,2,3,4 INSULATION TO MEET CODE REQUIREMENTS,DUCTBOARD OPTIONAL ROUND DUCTWORK TO BE SF-I FAN TECH FG 12 EC 1 600 0 3" 120 1 - - 12" SEE NOTE 5,6,7 H METAL WRAPPED WITH INSULATION TO MEET CODE REQUIREMENTS FLEXIBLE DUCTWORK SHALL Z BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO 14'MAXIMUM ALL EXHAUSTNOTES 1 EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS 0 2 PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE _H AND INTAKE DUCTWORK SHALL BE METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO 3 INSULATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION MEET CODE REQUIREMENTS 4 PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION pe 5 INTERLOCK WITH OPERATION OF KITCHEN HOOD 6 PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER 7 PROVIDE WITH CONTROLLER,MOTORIZED DAMPER,FAN WITH EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM ELECTRIC WALL HEATER SCHEDULE NOMENCLATURE LABEL(IDI MAKE MODEL CFM HTR WATTS VOLTAGE PH AMPS NOTES WH-i QMARK CWH-1202 65 1.000 240 1 42 SEE NOTE I,'_,3 Q N b UNDERCUT DOOR I" NOTES 1 FURNISH WITH INTEGRALTHERMOSTAT (/) 0 2 FURNISH WITH DISCONNECT LL N �I EXHAUST FAN 3 PROVIDE WITH ALL NECESSARY HARD WARE O Lei 4— f1f Zw J ® FLOOR OR CEILING SUPPLY DIFFUSER Q w U_0 Z RETURN GRILLE Z Z O = O Q N a = w MANUAL VOLUME DAMPER U U 0 —j F— W Z Q o �Q u 0 (}— MOTOR OPERATED ZONE DAMPER OTHERMOSTAT Z F— O L O I� Lu °° N J O O O 04 J o� � O N Z o E Lo D WIED1 JAN 2 3 26'020 VILLAGE OF RYE BROOK BUILDING DEPARTIMENT au zzme mo Em F usH m o C O. W U Q11 OCR W C m^ O r a m� U U �Z o U Q �y�uuwuy 4 V t C 7„ C 7" C 7" C 7" CD-1 7"HONEYWELL 75 CFM N FRESH AIR z DAMPER 0 74 aj� I0 7"4 7+ Z � O CD-I N 75 CFM 50 CFM �/ N MAIN SUPPLY&RETURN C 7"f 4"p EXII UP O _ TRUNKS WILL NEED SOFFITS J Q r IN THE FINISHED AREA. FA 1,, L L C 12„+ W - Z) EF-! z 7" W C 0 7"4 N Q Lu u m J Q U w U Q Q N RR-I 200 CFM f3J 10"b 7¢ a Z x K O eV �O 16xl0 L.L O 16x10 SUPPLY& ui ^1 N 12"0 BYPASS RETURN UP W W DAMPER N HONEYWELL W8150 FRESH AIR CONTROLLER � WLo 20x 12 O ``I AHU -J ^C)�' 16x10 ZND FLR ^^`` `�1 ZONE DAMPER W r- 10"0 BASEMENT Z O ZONE DAMPER 16x10 1ST FLOOR 7t"+ ZONE DAMPER E .L a- 7"0 Lo 1 UNIT TV BASEMENT PLAN M-1 SCALE:1/4"=1'-0" 1 0'o z zu+ m0 Em ........................................................................... I .......................................................� y� >� C W a c u a °D C - e a m U x m II �Z i s•- - i ....................................................... ................. i i _. _ .. ill ..... .... ....... _: __ -•••...._.-_.•...._...-...•_-.-.......-••••••_._...... 1'r ' CD-1 CD-1 FG-1 FG-1 FG-1 Fri-1 ; 50 CFM 50 CFM 90 CFM 100 CFM 130 CFM 130 CFM FRESH AIR INTAKE .,... 7"0 FRESH AIR DN � - �! KITCHEN HOOD W 1NLINE EXHAUST 50 CF z Z IN ATTIC.INTERLOCK O ............................................. ............ ............................ ....... EXHAUST FAN WITH MAKE EF- h •... UP AIR FAN 50 C � 7.. 0 cu-1 INLINE HOOD EXHAUST Z 4.0 TON 4"0 EXII D (� �' r ) FAN 1N ATTIC.(HEF-1) Q 'rye: 10"0 EXII UP TO ROOF J CL .. ...::: 4"0 EXII DUCT O O 10"o KITCHEN HOOD EXIT UP 10.1 UP TFiRU ROOF O (V 7" EXFI DUCT J WH-1 4"0 EXH DN 7"0 EXII DUCT LL- - N FG-1(WALL) o 2x8 STUD WAT 50 CFM CD-1 - FOR RETU 90 CFM Z EF-I N O 850 CFM FG-1 7"0 Q 4 W FG-1 w Z 50 CFM N 55 CFM 4"0 EXII DUCT R = i ® 4"0 lI DUCT �\ 1.14 MAKE Lu cr D CL LU AIR ~ p� w F- LL U t/) Q Q ----T.�� -- -- SF-i w w U b 4"b EXII DUCT ` { -P, jl EXHAU�T TIP HRU ROOF. MOD - rl 7'$EXII UP RR-3 F 410 CFM G-1 ............ 60 CFM •............. !'It! 2O 14x14 FRESII AIR FROM DRYER ABOVE Z BOX F6 '; o O CD-I CD-1 O 50 CFM 50 CFbt U. m - Lu /I� N _-- - � 16x10 SUPPLY& 14"0 W RETURN DOWN 14"0Cie I 16x10 SUPPLY&RETURN Lo DUCT UP&DOWN O 70 J CV I 1 CD-1 1 ' ' 100 CFM :w::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.,.::::: FG-1 FG-1 i I .....................................9 -...... ....... .!. ..... ...............;...... Lo -...:f!.....................!.... 110 CFM 110 CFM , s .. ....... �....................� ................................................................................................. :::......................................................::.................................................... ..•.. ......._...._..•._---••-•_•--._-..-_..---.._•...•......._.__...__...._........ ................................................................................................. ....................................................... 1 UNIT TV FIRST FLOOR PLAN M— SCALE:1/4"=1'—0" 2 UNIT TV SECOND FLOOR PLAN M— SCALE:1/4"=1'—0" .................•.'I1iI!I, I,Ii;I'1!•.!I.,i.�,�I'. 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N .............................:......... it ' . ................ _ ....'.....:l.. I.. ... .. �....j...... !...... .... .�� . !i ...1_...... '....... ........ !..... _........... ....... ...... .................... CL ...................... . .. ................................................................................................. .......................................................................................... ............. ......................................................................................... ............................................................................................................................................. UNIT TV ROOF PLAN M SCALE:1/4"=1 OffI Z ELECTRICAL SYMBOLS Q RECESSED DOWN LIGHT OSURFACE MOUNTED DOWN LIGHT PANEL -- WALL SCONCE i Q LINEAR STRIP LIGHT AMPS:200 �fl WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M.L.O. ��JJ MOUNT 48"MAX AFF oc WALL MOUNTED TWO TONE DOOR CHIME. PHASE/WIRE:1/3 MOUNT 7'-0"AFF Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE:120 if240 `P MOUNT 48"MAX AFF U.N.O. A.I.C.:22,000 z Z m E c Q 3 THREE WAY WALL MOUNTED SWITCH, y(� c v'o Y' c u U <a MOUNT 48"MAX AFF U.N.O. m w c a Q 4 FOUR WAY WALL MOUNTED SWITCH, CIR. TRIP NO. NO. TRIP CIR. C u+ c m o $ MOUNT 48"MAX AFF U.N.O. t `* O 12ov.MULTI-STATION SMOKE ALARM NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G. AMPS AREA SERVED NO. =_ 121 0a m S U WITH 9VDC BATTERY BACKUP m LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) V n Z 0 CO 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 U WITH 9VDC BATTERY BACKUP a EP 20 _ ELECTRIC POWER PANEL 3 (BSMT) MP RECEPTACLES:MEDIA PANELS BSMT #12 1 20 RECEPTACLES:BSMT BATHROOM 0 MEDIA(TEL OR CATV)PANEL AFCI 1 #12 AFCI DEDICATED GFI(1) 4 ,�q{ittYlrq�y, LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st) 2p 2p RECEPTACLES:1st FLR BATHROOM '�•�� j} �i 5 #12 1 1 #12 6 a Ja JUNCTION BOX CLOSETS(1st&2nd),HALL(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) � r �EA �:Pk' DUPLEX RECEPTACLE,MOUNT 18"AFF U N O LIGHTING:GARAGE 20 20 LIGHTING:ENTRY,FOYER&DINING = 4 rf s t 7 #12 1 1 #12 8s RECEPTACLES:GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES:ENTRY,FOYER,DEN&EXT.GFI(1) DUPLEX RECEPTACLE.ONE SIDE SWITCHED, MOUNT 18"AFF U.N.O. y• '7 t 4:_.• 9 LIGHTING:LIVING&DINING 20 #12 1 1 #12 20 LIGHTING:W.M.ROOM 10 it GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U N O RECEPTACLES:LIVING,FP,DINING&MUDROOM AFCI AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) ,,,,;,,,,,�• DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES:KITCHEN COUNTER 12 RECEPTACLES:KITCHEN(GENERAL) AFCI AFCI a TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES:KITCHEN ISLAND 20 AFCI #12 1 1 #12 20 AFCI RECEPTACLES:REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET.PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING:RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING:REAR PATIO 20 20 Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES:LAUNDRY&HALL(2nd) 18 0 C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER H INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 20 RECEPTACLES:M.BATHROOM KI 12"MAX BELOW COUNTER 19 RECEPTACLES:M.BEDROOM&M.BATHROOM AFCI #12 1 1 #12 AFCI DEDICATED GFI(2) 20 01� GFP INDICATES GROUND FAULT PROTECTED LIGHTING:BEDROOM#2 CLOSET 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM(2nd) WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES:BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 22 .N GD INDICATES GARBAGE DISPOSAL N DW INDICATES DISHWASHER 23 DEDICATED GFI(2) AFCI RECEPTACLES:BATHROOM(2nd) 20 20 #12 1 1 #12 AFCI RECEPTACLES:DEDICATED WASHER&DRYER 24 H Q R INDICATES RANGE O w REF INDICATES REFRIGERATOR LIGHTING:ATTIC 20 Z/ cq H 1� D INDICATES RANGE HOOD 25 RECEPTACLES:HEF-1&SF-1(ATTIC) AFCI #12 1 FUTURE MAKEUP/SUPPLY O 26 v FP INDICATES FIREPLACE 2 #6 50 DUCT HEATER(ATTIC) 0— N D INDICATES DRYER 27 28 Z 0 W INDICATES WASHER WH-1 WALL HEATER 20 #12 2 %n 0 } (W.M.ROOM) V t/1 INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 30 w Z CU-1 GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH J w O SIDE OF INTERIOR DOOR 2 #8 40 OUTDOOR AC CONDENSING UNIT J N Z D 31 HWH-1 32 Q w O J ELECTRIC HOT WATER HEATER 30 #10 2 GENERAL ELECTRICAL NOTES. (BSMT UTILITY) 0—= Z 33 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 ;:=�/Q w 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015),AND ALL APPLICABLE �U & Lu LOCAL CODES AND/OR AMENDMENTS. 35 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 w J= U Q 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. LU L,00) h - - - - - - 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 SPARE SPARE 38 PHASE AND CIRCUIT NUMBERS. - - - - - - 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED 39 SPARE SPARE 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP. APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP. 41 SPARE - - - - - - SPARE 42 5.UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC. 6.CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT 7— 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 8.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. PANEL U. w � ^' 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR 120/240,200A,1 P,3W GROUNDING. \METERW TERMINAL SERVICE BOXES STACK w/BREAKERS, M.L.O.,TYPE 1 3)120/240.200A,1P.3W 10.CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER TERMINAL BOX (1)2"CONDUIT REQUIREMENTS 120/240 V O WITH(3)#3/0 CU 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE 400 AEZI AND AMPERE RATING TO SUIT EACH FUNCTION. 1-P,3-W UNIT'C1' U C Lo^' 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL UNIT'C1' RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES. 0 0". ^' RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER. UNIT'A' ^^`` `N � W � 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT #6 CU GROUND, O O MP-CATV MP-TEL CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL O SERVICE GROUND UNIT'C1' L- 14.PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER 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. ,,o 16.WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. (2)2"CONDUIT WITH(3)#3/0 CU EACH -OR- 17.ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. (1)3-1/2"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. (1)1"CONDUIT WITH 18.ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5.5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND(IF#3/0 SERVICE) TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED -OR- APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS. Woo CU GROUND(IF#600 SERVICE) = 19.A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL TO BUILDING METAL WATER PIPE UIT WITH #6 CU GROUND TO "C 1 OND DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1) CAT5E OND CABLE 3/4"x8'GROUND ROD SECTION/S.FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS. CD 20.PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY.PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY. 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21.AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-0 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. f� z.z.W o E o W 0� Oro in y >O O, C C W U ra m U x m U ^Z c � U a �r �wWy% '��i t�•Ts ................................................................................................................................ i 3jt g I 'w J I3 = ............................... i of, _Q UNFINISHED UTILITY .......................................... I I — ................................................. I I \ 1 1 \ Lu'c a b \ / I a TEL I FINISHED 1 I BASEMENT i ry D 1 � I IqpQ I 1 CL 04 O � / 1 C( )O — N \ n /, EF O } 1 / WALK-IN i ' O = cn I I CL BATH I I I Z II C3 cy- )o 0 Lu LLJ OE) a m w U Q Q \ TI w \� CL o� H 0 UP 3 / 1I / 1 UNEXCAVATED I Z I ` - \ W °° N �"v O SE -� 4 r MAKE-UP AIR UNEXCAVATED CONTROL PANEL ^, I UNFINISHED � N UTILITY """ _ � J N fMP-TEL I eHWH \ 1 Z O L MP-CAN O 'EP Lo r- ...................................................................................................... .......................................................................................................................... .............................................................................. 1 UNIT"Cl"BASEMENT PLAN E-1 SCALE:1/4"=1'-0" ....................................................................................................... Z Us E.1 us N u� C� U .............................................................................................................. I.—N~ ;NO cp. O W U Q oc 'gin mgpW c m- O r°a m� U x m a U �.Z $ U ............................................................................................................................................. ..... ....... t�OF N T, WP ............... t'... �� .. ......... I................II I I lil ..I..........,.......i..I'.I_�..._i................ I .. _...II..I.iI......i.I..I; ..................... _............... ........................ ................. .................................... ............:.............. ........... ...... .. .......i.:... ... .. , ;- :i'......................... ................ ........................... ......... .............. .................. ..•................. .......... --- ........................................ . . . ......... ................ C� ;I �u'•i 1•`.�.'. r`v�:' 2 \ / / � I;II •II !�I �II !{ ,I !li! -ill it \ CTV _. \\ OPTIONAL GARBAGE�\ ---- i p \ DISPOSAL [� i\ LIVING =;1 \ ROOMi - \ /..: ................................ �I -�• Q\ j- \1 MASTER EF TFP KI� �KI C BEDROOM z :::.............................:. . ...................... , - I i N IN \ \N. \ / KITCHEN c !;I, ; i j i i I I MAR \ \ / ]o� `'� TEL D I I BATH EF TEL \ N.\ / ----- c Ij Z e IN -01 431 --f .� -� GFP { ;: , i C �,-� C / // AM. CL WP ® REF® � I I / 3 I V O PANTRY { , Tv D -Q WALK-IN (v EF ' i I• i g CL HEF LOCATED IN THE ATTIC LL- _ N i DINING �� \\ �tC ' ;',; BEDROOM#2SF Z C O ROOM JQ——— D TEL / -tp�}4 i /0 I I 0 wH / o U �' 11 MUDROOM I BATH I' i `———— ——— I l' W C / ' � I ------- I I C OQ r -- ' OS \ I \ {' 0 o� a. w \ \ CL w uj U Q i INN. ::;. _�._--- 3 _ , ! 1 W GFP D GFP qj limp C \ C I OPTIONAL Z �•- \ ( \\ / \ l i i ,+ I;) N.-(�} I \ ELECT.DRYER FOYER / 100, / EF :....__� BATH ,L \ / a LAUNDRY O 00, GARAGE I' '' , ...... ,; :, �; .......:..:::................................... \ \ ........................._ _ _........ ..... C \ O O �' i �' (�+� !• � � I 1N THE ATTIC ABOVE Lu \ \ \ GDO® i 1 \ ; ;I ! I i I '• a TEL CNLo —� \ \ I�!� .{� it it ;� 'Iti I't {• II i�l BEDROOM#3 _ , SWITCH TO CONTROL N I :i ! \ \ ! I, LIGHTS IN ATTIC DENTV> 7. 0 \ li. .I � .I• � � I !II 1 � ! \ i Ll \\\\ I j�.1 I�i (:• I�I ; ��li !f;� j: !�:i it '� it \\ ................................................ � il• I.I ,� i ...... ....... ....... .......................................... ............... ............... ....................................................................................� 1..::: .................................... ........................................................................ I I i i/.`.:• i..................................................... ; r ........... ............... I s�.....................,,.............................................,.................::a .........................................:. ................................................................................................................. i. ii� ,.. ...................................................................................................... : ................................................................................................................. {;.'............. ..,—___--_---------___._.._.._.__._._._.... 1 UNIT TV FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN E-2 SCALE:1/4"=1'—0" PLUMBING LEGEND VENT GAS TIGHT BASIN COVER PLUMBING FIXTURE SCHEDULE ___:__ SYMBOL ABBR DESCRIPTION ��;�� "DISCHARGE PIPE TRIM CONNECTIONS u s SorW SOIL or WASTE PIPING INLET /a .� SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL SOIL/ VENT COLD HOT REMARKS S SorW SOIL or WASTE PIPING(BURIED or BELOW SLAB) WASTE WATER WATER -———————- V VENT PIPING - - �� VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, �� ,, _ KOHLER K-4636 �. � PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" X„ ELONGATED BOWL,TANK TYPE, ——---—-= V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM �`. ® SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH PLANS FOR TRIP LEVER`PLAN VIT EO S CHINA,TWO P ECET10 8 GPF,WHITE, z 0 W ' U _LW LW LAUNDRY WASTE PIPING W as m o N c ————LV———— LV LAUNDRY VENT PIPING P-1A WATER CLOSET KOHLER K-3998-0 - - 3�� 2�� _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 n W u a' m SEAT,SEE ARCHITECTURAL ELEVATIONS& w c w o-E o g iw IW INDIRECT WASTE PIPING PLANS FOR TRIP LEVER LOCATION = r a. m u x m J2 iw CWW CLEAR WATER WASTE PIPING V CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" hot hot WHITE,VITREOUS CHINA W/OVERFLOW, ^Z u TP TP TRAP PRIMER PIPING POLISHED CHROME FAUCET W/POP-UP DRAIN. a SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE 1 WHITE,PEDESTAL W/OVERFLOW.POLISHED M,a+�u�=� h► cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2 2 ��� ��� '0 OF NEty"'" CHROME FAUCET W/POP-UP DRAIN. ,r°' CHECK VALVE � ..•-��•. Hw HW DOMESTIC HOT WATER PIPING g R`' � �'P. r ocw NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" �� h„ WHITE,VITREOUS CHINA W/OVERFLOW,CHROME :m. ! y BALL VALVE STEEL COVER FAUCET W/POP-UP DRAIN. 06 NATURAL GAS VALVE �FLOOR SLAB UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, 291/2"x 15 2(4"x 7 St"DEPTH,PROVIDE GE �„ 6 GFC325V 3 A"HP,120V,1 PHASE,60 HZ DISPOSER, BALL AND DRAIN VALVE P-3 KITCHEN SIINKN KOHLER K_8813 KOHLER K-10433-VS 2" 2" 1 1 �� CONTINUOUS FEED WITH DISHWASHER DRAIN INLET DRAIN VALVE � HIGH WATER ALARM PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW YZ --PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES d6 OS&Y OSBY GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ hot _ A TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES Y3 696-G1000MF 2 REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) SHEET METAL SAFE WASTE PAN 2"UPTURNED Z Y 1=3" �] TMV THERMOSTATIC MIXING VALVE Y2=3" OXBOX ONE WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR TRAP PRIMER Y3 H _— 12" P-5 MACHINE VALVE SIOUX CHIEF 696-24138E - - 2" 2" hot hot PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN 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& P-6 TUB KOHLER K-1150-0-RA KOHLER CID 2" 2" 1 1 RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, Q FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA BATH SPOUT,SHOWER ARM W/FLANGE AND LuN *_)0 OED OPEN END DRAIN P-0 NO SCALE _ K-304-KS-NA SHOWERHEAD. O Q O NOTE:PROVIDE PIT EXTENSION RING(+/8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, N M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 2„ 2" X„ hotSHOWER ARM W/FLANGE AND SHOWERHEAD. ?L~LJ N �I� PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. Z -- W ] PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" X" h" UTILITY SINK FAUCET W/LEVER HANDLES ('Z �• 111 PIPE CONTINUATION THERMOMETER J Q LL C3 N Z 0 PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE HW s FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" LAUNDRY ROOM UNDER WASHER Z Z J O 0 PIPE DOWN THROUGH FLOOR SHOWN BLADDER TYPE O = Z EXPANSION TANK HOT WATER TO SYSTEM m PIPE RISE/DROP SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS oC _ L O( WB�T WASTE AND TRAP BUILDING cn STRUCTURE Lu —U Q Q co CLEANOUTAREAWAY,CAST IRON STRAINER,VANDAL �FL V) h � Y I AD AREA DRAIN JR SMITH 2142-U - - 2 211 - - $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER PROOF SCREWS INLET W&V WASTE&VENT PIPING cw WH WALL HYDRANT JR SMITH 5609QT PB - - - �4" - 1/4 TURN,POLISHED BRONZE,FREEZE PROOF WITH INTEGRAL VACUUM BREAKER WBWV WASTE&WET VENT UNION(TYP.) �— BV BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE a TEMP. PROVIDE WITH EXPANSION TANK,SEE DETAIL Z RELIEF VALVE VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC HOT O NTS NOT TO SCALE WITHIN 6"OF FLOOR WATER 120 GAL � O CFH CUBIC FOOT PER HOUR HEATER L ca SF SQUARE FOOT ei DRAIN VALVE � a L.O.W. LIMIT OF WORK U.N.O. UNLESS NOTED OTHERWISE f-6"AFF V 8 C VALVE&CAP FLOOR '^ FM FORCE MAIN V^'/ c� (INV.xx'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL —3 N P-0 NO SCALE z O GENERAL PLUMBING NOTES: 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015)AND ALL APPLICABLE E LOCAL CODES AND/OR AMENDMENTS. 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE ___________ ___________ GAS PIPING TO UNIT ^ INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS. C1 BY PLUMBER L 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 it I SHALL BE CPVC OR PEX. I I� 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE. I I it UNIT C1 LEFT I UNIT A UNIT C1 RIGHT GAS METER BANK 6.ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE ' PIPING FROM METER AT 114"PER FOOT MINIMUM UNLESS OTHERWISE NOTED. I I it I TO EACH UNIT BY PLUMBING CONTRACTOR 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED. I I i it 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. I I i it I 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-C1 RIGHT 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED. zzLu Em F y F >ccC a oWU Qr OL W C O = °� C m U s - U N Z `0 be U Q ,uu.aun�kr .............................................................................................................................._.................................................................................................................. +�OF ly lr .................................................................................................................................................. r i K:gyp r i I � � ! � ,'ham'��•tiw�G•` .r 4"AREAWAY DRAIN m � 4 PIPE TO FOUNDATION DRAINAGE SYSTEM AD i i cw 9 2 or cw I HW I ................................... GAS TO UNIT C2 2"BV SEE UNIT C2 DRAWINGS Y2°Cw Z PACKAGE FOR CONTINUATION 2" 3"S GAS TO UNIT A t f2"CW h SEE UNIT A DRAWINGS ' "HW w ce PACKAGE FOR CONTINUATION G Y2"CW 'n I PIPE 1h^CWI3<HW TO 2"HW&CW TO\PIPE 1 PEX MAINFOLD PEX MAINFOLD Q 2"G S t V4"G(181 CFH) P-2 ~h"CW 1"cw� I III 2"W&V ✓4^G 'rZ"Ew or fz"Hw c7 o DOMESTIC WATER SERVICE I I I I I 'PPE th"CW&HW TO r— O 2"V Lu F FP SERVICE I I I I I I I PEX MAINFOLD P-1A 1! h-CW ` N 1J,,JJJJ.1 N REFER TO CIVIL �Cw cw V—� -j Lu Z N I I -T DRAWINGS FOR G tt/a^G "CW s V) Q CW 1 I CONTINUATION -HW H1N Q J - N UNIT GAS UP TO ABOVE "CW HW P-6 C ��2"V m O 2"W&T _ GRADE BY PLUMBER II �"HW cw V O Cw "C W G S DOMESTIC WATER SERVICE HW /2 Cw m 0 �� 0 UP TO ABOVE GRADE BY SITE CONTRACTOR ' FP SERVICE LL (SHOWN FOR COORDINATION ONLY) G 1" 4" cW BY GC BELOW SLAB Y2"CW Z _..! 2"LW Ll.l "H W �"C W UNIT GAS UP TO ABOVE t 1A-G *cW 2"W GRADE BY PLUMBER (281 CFH) "HW Q Q UNIT GAS UP TO ABOVE —S— * 0 rU Q GRADE BY PLUMBER II ll Y2"Cw 2"W&V "H W TYPICAL FOR 2 4" PIPE 1/2"CWBHW TO PEX MANIFOLD 1" Z O SIMPLEX SEWAGE EJECTOR O SE-1 O SEE DETAIL ' ca �----2"FM ui ` PIPE lf2"HW&CW TO 2" FM J a INDIVIDUAL FIXTURES HW 3 1"G(100 CFH) HW Hw 120 GALLON ELECTRIC Al r W '^ HW HOT WATER HEATER L / HW PEX MANIFOLD— W �il�? HWH-1 ^' 1"HW VALVED DROP u � `�I� 1"CW VALVED DROP p CW PEX MAINFOLD J N4" 0 cw 3�4" j z 3�4"CW E CL L r 1 UNIT TV BASEMENT PLAN y 3 4 P-1 SCALE:1/4"=1'-0" 0 c 4" u z z Lu W j O N C U R ..........................................................................................................................................� N ; e-; EI C W V Q oe •."� ! OL Q W C fa o _ co (, u i v Fm (; r.Z o I( a .................................................................. _ i ............. ........................................................................................................................ ............... ; ; ..t ....... N I.. lolvpfYyr� NOTE: e ON UNITS W/WALKOUT BASEMENT, WALL HYDRANT SHALL BE LOCATED ON - •................... y I t -o- : r a ............... ...... ,;% WH LEVEL BELOW,3 5 ABOVE GRADE. ....................................,...................................._.............. .... ................ ................................ ....................................................... %...............................:'::_............................. ; li II "{ :; (I` i! li li! I i ill _.........._.. !...- _.. s3 r _... ............... ........................................ ................�..{.......... ............................. ........-----................. }i !( ; { j i I;! ( ........................... e ,� .:.... Y2 HW TO DISHWASHER I E f f i ( (( I; ) I ( •,,,:�.,,...�, ` PIPE 2"W FROM DISHWASHER 3/4 "CW TO SINK TAILPIECE 2"W 2v—� —4 t 2"BV { 4i I j i i {(i i ��� 3"S W / ::::::::: i i f2"CW o————oC I s`•J t•_� •�—2"V i i 9 I !i i I / P-6A ••• ! 1"G(136 CFH) ; (! ;J I P-1 HW 2"W 8 FD-B •�2"V �T G ( M i "G(25 CFH) ,/2" ( 2"V Z HW 1"G(136 CFH) i H ............ 2 V " I E UJ CW P-3 I� !�. ( oc I( ((( { P-28 P-2S \ G 11/4"G(161 CFH) "G(25 CFH) P-4 "C W �p f—2"V U P l E 0 I I ` 2"v CW Y2"CW :, i' I• h"cw IJ{r�► N N O 2"W&V t1/d"G(161 CFH) ( 2"W&V Z N DOMESTIC WATER METER ^Hyy " — h"HW O� Q MINIMUM 12"AFF t"3 S CCU-2"V DN E J = N W/SHUTOFF VALVE wo CW 1• 3"S Hw t • • • �— i_ START OF PLUMBING WORK O GAS DOWN TO BELOW DOMESTIC WATER SERVICE DOWN TO h" "CW h-CW { GRADE 8 VALVE BY PLUMBER CW StBELOW GRADE BY SITE CONTRACTOR h"HW P-2A t 2"V ! E, I ! o O O TYPICAL FOR 2 1h-CW o /2"HW ! ( - D UNIT GAS METER— h"HW P-1 2"W8V I ! Z ILL- C "CW ! ( Z m � START OF PLUMBER'S WORK t/2'G(20 CFH) ! TYPICAL FOR 3� ' ! ~ `\ ( DC � LLI w U J <UNIT GAS METER— t ��� �Y2"HW ''• � •'{ •! I vu� CL Q Q -c GAS METER ASSEMBLY 2 W8V \ I I( 333 "CW t 2"LW i H BY GAS COMPANY h-HW h"CW I �'� ! t TYPICAL FOR 3 TYPICAL P. 2 i j /1"G(20 CFH h"HW t 2"W UNIT GAS METER __-__ h^CW f2"HW 2"V 2"LW ; t" f2 CW — ~ "HW 3"S 2"W&V P-5 "CW j CW _ ��... GAS SERVICE UP FROM I 2"W&V ITTj' h"HW 2"LWBV BELOW GRADE BY GAS h"CW t /L"G(20 CFH) �•• COMPANY h"HW h^Cyy'' f Q— J /2"CW TYPICAL FOR 2 •••• _.................... .... ... P-7 GAS METERS,MASTER to^CW 2"V --11�--��� (2)2"V h-Cw l••••- SHUTOFF VALVE,&GAS 3"RADON 2"W&T �� 3"S 2W • !' ' ';; i FD A REGULATOR BY GAS "HW PLUMBING CONTRACTOR TO (2)1h"HW h"CW ' PROVIDE INSULATION ALL 2"W (2)2"V COMPANY 3-RADON PIPING IN UNHEATED GARAGE. 2"W :� P-1A "CW O PLUMBING SUBCONTRACTOR Y2"HW TO COORDINATE W/G.C.TO `v.. 2"V I ' MAKE ALL NECESSARY ,.,.. �.....! ••`•'• PROVISIONS TO PROTECT h-CW.........;''.....................x.........................• ................................................................. PIPING FROM FREEZING 3^g I %�................. ..........:::::......i.. ^'`I -.._ ui 3"RADON ..................,................................. ... ............ ;^ ...............:::::•....; i..!........................................ ! .................................... I t az E ' : I itI.......... ........................................................ it ; •� . ,..................... 1.. { ; c .:................. iCL .. i � I' Ili ( I .I i .............................................................�.......................... I iil I+ I. i! f !I 3LO i... r— ( /4"CW WH .......... ................................................................................:..... ........... ..........................................................................................._.... ................. ...;:.............._. ........_...... {.. . :: :..... ............................................................................................................................................. 1 UNIT TV FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" zzW Em O°` to N F ;NO COS 0 W V Q OCQ W C �^ O = °C° r- V V D m-2 U ................... 1 P.4 i , P •r I ! .... !... !'!..liIII...l.. ..I. ... !....111... t.i it I I I i I 1!" it ... ... II, s � i'..i.,'. .j..'..�. ..I I. .,j.�. ..� .i. .!' .i..l.. .-'�• •III. ?j•I •'..............- .i. .j .(.' j.�l. .�i�: #I• .i .) 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(I ;' II li !!I # ijili �i' 'I�` MATTIGSPA E w j---------��—} °� i I i k. I. •I' I 'I l 1! 2"V ,I _ l CL } i1 I II z _ D i. I O Z --� i I I 3"V PIPING RUNS}" m W L I' IN ATTIC SPACE __ IiQJ � t/f 21 .. .it ,: '• I I 1 1 3"RADON--�Q 2 • 2"V 2"V THROUGH. I i I 2"V 1 f ROOF I„ 3"RADON f`---------- — { li -J. i j ---- , , 2"V 1 i I I.. I, i 3"RADON RUN IN ATTIC SPACE .. 1 .i Z I i I ; i • I : I i i .... ! I i. 1 :. i ,: i I.1 I yi:::.:::::::::::::::::::::::::::::::::::::::::::::':::::::j i , N ! �!it ;I •1� !: I I. , ! '! 'j , ii iji. I ' ,! I ! I ' ' I ! ;I 11 ; j ' 'i i `i !• ti •,, I' , j' 1 ;•I.• j .; I I' l j � •! I I ; ! .1 ;'I ,I' ,, ! it i, i � nl� � •I'! i I i'!! t' 1I I ii li i I i' I� i '; 'I i I(I .I 1 �i�;•...........................: i ULo ! 104 i ;, i f, ; ; I!, ; i. i ( fil , �! (I li; ill .' i 1 I ,........ D\ fl 1# !! I�! '•i'i•I� ! I I I ii li I� j '! 1�!I... .... ...................... i�. 'i '; it I I ' I ► is 1 11 :, j1! i;l li II 1 !) i 1 11� , (I I i�l! i'' .. . i.� ! ! I iI ......_.................i.................................................,................... I i iTi ! I n I 1 I II Io '....................................................................................................................... ! ......................................................................................................................................... 1 UNIT TV ROOF PLAN P-3 SCALE:1/4"=1'—0" NEN r rATE WE rm+ru+s eoT� KIN F1 V PM NTWA oaN1�8.'i M THE DM Q 914 16'WIN{9Y OILERS) 913 r9 ill iu i,11 fig i21 i� � sm 1 M irrrt t0utm t is f- JI r t - iutx loci CLUSTER'A'-23,25,27 LAVENDER LANE 1 5 PRIMROSE LANE — UNIT 1 n ;: ; � =ti= l -14,16.1E LAVENDER LANE C f i;,, :I �- s' C U 8.10,12 LAVENDER.A E CLUSTER''-15,17,19 LAVEND•_l�LANE RYE B R 0 C]K N Y• I WATER SUPPLY r-2;---- is - 'J IT CLUSTER V-9,1t,t3 LAVOIDER LAN: ! —:=,ro iuw—5 I �11i13 '.ZED�„ cLusTE;z•c•-3,5,7 LavEND�R LANE STATIC PSI: 50 PSI ` ' '. ;1 r,�S !-;-,1 C'LISTER 1--2,4,6 WEENDER LANE RESID PS.: 40 PS is r' -�'r�''iu i ,��!' 1���4119 I`?�'p 1 -0 S�-2A6�E LANE FLOW: 1050 GPM 'ti►n i13,`;�� �a wisp •1- ' ,CIS�-10.12.14 ROSE LM: i+s `1;' Y`1t per t -�,� +mot' -3,5,7 R05E LAN :is CLUSTER*S.-16,18,20 ROSE JWE 114 JIP CLUSTER r 9,11,13 ROSE LANE i12 `' ice 115 `-' :, 4 ♦ J/' CLUSTER - .23,25 HONEYSUCKLE LANE 10 i10 ,y �i'� \� f/ _,r-h�1a In NraRAvr(m CLUSTER Y-911 139HONEYSUCK f '' LANE f i ------- l e'ItraEl�Ra>to 1TAT0i j•rn is `,912'�J is A Grp 9 1 - � WOOD N!AM6 r 1 t ♦ '�`.\ j WM Or MHM) %, 610 ^1 \ CCU Ems' 3.5.7 PRIMROSE LANE 0o SCREW ! y is ;r� ,��♦�� CUSiER JJ•-8,10,12 PRIMROSE LANE A\ �♦ ! ? tl� �� isi{��' > \�< CLUSTER Xg'-11,13,15 PRiMROSE LANE :� tE11D'tAI1k�RDIA01Ml1ER 12+ CLl1SlER SIN'_212325 JASMINE LANE ( G��,.. ` _•� - - �/l�-.,♦''N.•', WN OILERS) '\� iis CLUSTER'SS' 13,15,17 JASMINE LANE NFPA-13D GENERAL NOTES - \ .\ n" i' �'`' �/;� 9, JASMINE LANE PIPE��- ' --- \ IS TIE MOST RMNA1('UT ✓/ pJ \♦. 1,11 IBM OF TIE OISTETIm ayes 511 to / I i14 �\ `�(:..-,r15 CLUSTER'XX'-2.4,6 JAWNE LANE O1 SYSTEM DESIGN-RESIDENTIAL AREAS ET SYSTEM t \ \ r'�`,�' C 1'1�-1,3,5 JASMINE LANE ) } /'� !13 No w ,r'',��ry��-4,6,8 MULBERRY COURT SPRINKLER SYSTEM IS A HYDRAULICALLY CALCULATED WET SYSTEM \ ,�-J`s OYSTER OF-,SET HANGER —/ `, i2 r�` i 909 ,� . •,�'�:•/,j rll PIPING HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF.05 GPM OVER MOST REMOTE 4 SPRINKLErtS "? �I � `�,•'/��r� �• Y _ Cl R'AAA'-3,5,7 MULBERRY COURT OFFSET a' \ ♦� \i'u`i i-�\�'\�\."?,'���'����r3 , 19 IN A COMPARTMENT USING RESIDENTIAL SPRINKLER HEADS \ i J \ ( ♦ ! l ''B�'�1^ r� + MAXIMUM SPRINKLER HEAD SPACING-324 sgJft WOOD TRUSS OR BEAM ��, 910 1 ♦ WOOD SCREW AM$z 1 t? i,♦ \.\ I ♦ �' �'i `• �r r] / r t 'i7 ,_ /,1_i \.r. Dam1K 1,1111090M � SYSTEM DESIGN PER N.F.P.A/13D(2010 EDITION \.. WOOD TRUSS OR BEMs J \- i \ \��♦•\/r5 �� '� r FX"p E R M r Iq P PIPE MATERIALS it Q #. Own wa ALL PIPE AND FlTtNGS ARE iJLAZEMAS1EP CPVC + r8 ? 1t'-S �t , ,`?1v'r r OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL _ t♦3 CONTRACT INFORMATION N.r_a LILTS. -^/_ H y s�L i 5 WORK UNDER TH S M47RACT CONSISTS OF THE RIO FOLLOWING: D SIGN AND NSTALL A WONG SFIRNKLLR SYSTEM PER N.=P.A.-13D 2010 EDITION - - GATE APPROID -7RA.=T STOPP NG SHALL BE PROVIDED BY THE OM ER IN ACCORDANCE Y,rT11 THE B.C.2033 EDITICAV SITE PLAN- " �'�OW -BATHROOMS LESS THAN 55 SO.FT_SHALL B_IN COMPLIANCE N H THE R`OUIREMENTS OF N?A-13D _ ' P�) t A--BATHROOMS ARE NJNCOAIBUSTi3I•E SHEET ROCK WiTH A 30 YIN THERMA_BARRIER N.T.S. 1�11rt I6' LSE _ ~ NBt B'FIVE BLF 9'11 C0 BDX� I-CLOSETS LESS THAN 24 SQ.FT.SHALL BE IN:OtIPUANCE WlTli THE RE�J3+EMEN75 OF NFPA-13D , CLOSETS ARE CONSTRJCTED Or NONCOMBUSTIBLE SHE'cT ROCK WITH A 30 WN THERMAL BARRIER 7 -ATTICS ARE NOT USED FOR STORAGE MO DO NOT CONTAIN ANY FUE_FIRED EQUIPMENT !1 1• WILDING 08 EC OR, Ilage of� I �-ram —_;�'.----- ---- (}f'cfFiNlS'i°8--- - 'i t 1 -�- ----- - :1t�FF'•ISr� -_ __ ------•L -- - ,. M _ - FINISHED UTILITY -__-_-- _ -- TIL - i, 3ASEMNT SE t• i NOTES TO THE OWNER �l• l I •i NT- } PER NFPA I i i I ' -- r,SE NT --- -- - - - - -- 6 9'MAINTENANCE 1 I �• 6 91 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION I I ,,r, i• { j I,I. 6.9.2 SPRINKLER SYSTEMS SHALL BE INSPECTED,TESTED,AND MAINTAINED IN ACCORDANCE _ ^�—_—_.__.- _. : 'l 1• , _��„ ?" - WITH NFPA 25.STANDARD FOR THE INSPECTION,TESTING AND MAINTENANCE OF = : u f•; WATER-BASED FIRE PROTECTION SYSTEMS ---- -.--- ---- ^ - L -� A6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE ; C 6_6 1 8-6 ,}j „f , T,� ,• /^ I'' ,t s{ OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION - --t -- ---- 1Y -4---------T— 1=-- --•-- 1 - �- - - - - -- _____11F--- --TIC _ — #1E FOR FURTHER INFORMATION.SEE NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE j - ,••0_ _ _ OF WATER-BASED FIRE PROTECTION SYSTEMS 1 -- -- -- -- - - - .I--"-' got �L L 1 - I ,1 IN Wit 10'-6 ADDITIONALLY ---— - _...------._....__....,,:; --, I!P TO iFE - 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO --fig - PREVENT THE WET SYSTEM FROM FREEZING.2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAINJAN 10:,I°• 1' �' t' �� _ — ______--__--— — —- - L02O THE SYSTEM. :- -- T- I. -.. .. � .....I(�a l f'j f' -r L, r> 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY i 2' ?t __--_-L—__ !V1 =P•i I —_ __— /._ _ ;' /�. ' / 1• , - - _--'- _T II �I-- e ih - -- _ _ VILLAGE O 11�= .. RYE BROOK BATH -I` B' T ELE: i AT ij�� , AT 4 BUILDING E PA RTM E N T Ur W LLE MODEL 72'd'SCRFIED B7Ti&I WOE 1KV IX>lfGl"1 A 9tMk TAM St C1i ;-' -- -_ _-•----L�_`�--- `;�m � NF Sti ,-� - - ---- ---— ` I Ur YrkU MODEL 74r 6i001f DC8 201E OMW�R IYCROID L7H i--•-• -_---- _ -- _ -- - — �— _ _ _ c Of TtFE ROW zonal,11ATER PROR GMT;:a 1 113r/olt rt YAL1Er _ - — — - — - _ -- - - i TI, T1Tt 2'ZW 1A X'950X MI DM OECX C 11117Xti ASZKKY Will I-; - - ow Bman VALVES 111maLL 1 , r 2LF31 Imo 9smUmr6F DaeL of0:T>ETmm A59my TdRt I-- --- -----—----- TAI I ;:—,�'-------a'-— — L - - __ _.l ¢ I 1 60 ( ''' L' / ,—I I } U? R 2'ZA NXEL'95MnW DOUSE OCK(RECTOR AWRY SM WFIG ammy W1YES TWO D011GCI A Njok TRIM 5111'OES I � �1:1 i�L" � �_ i r ;� I F I SCItETED EUfTH31Y VALVES TtLA'COIIAi A KIFICW TAYPFR SIMiQES %— - ;1}�' -- �`�-1�(�'��f'I-; , 0u-:;:a=or i / 0 L NE STUD WA--- 2' YrnFF1 -¢fD pR TRIM �I U7 ALL I I ' �- I-- _I I A-sJVc(_1 &.. Y YAL T}LU o�M41i AI- - -•------ I UN�XCAVATED! m I ' �• A i AIR + p N T r' o UNEXCAVATED t't W.ERJ ! j MODEL.4r DW 903 hu B� Vol_ _V.N TIPc LATER QJfFSARr' d i' VE / i--A E 902 6 o 6 6 o , / + E 3 6-a 902 904 510 508 606 I �-- I VCMU KM 72e sc a SMET+a�L VOT T1W WUN A WOW IAt S acres 7sf M TG SPRY SPRYxLEIts i l ! , 4 l' / �— -�•- --- - -:_ WE�FLON 1Mi WE M FO tdl -TESTWHIDL S VAIM 2'Fff SEM 1141FF SUPPLY Il'& EX VA_C t,RCFI ED ' 1x AVWX MODEL*247'VWL DX,ZQE CtMTa FM 1rANIAL*11' 1 � ' � - =/ � L TY- -- TiDE Itfla .11ArIR rALc a r TESi/l7tld YULE 1 u i- _ t N;FAf M1 ©�.H„APPROMAA j // _ ROMM MR 7X.Y'UJ�X UM 79 SOW EIMUS411 A%r iT:A"CUYLW A N1UK 7AWU 91110 1 � � 09 BA��O / r I w PREVENTION DEVICE. f I i UNEXCAVATED �25:JS 1xTUAx tmEi ESL'aIDOhL ai>�1tit F.DIar c_a,0 G�eDE • SCSI 607 r —- - 1 Uri I i L — 2'21D VVI'950:QTIMBF"DOUHE OE X DEWOR Affiff1Y 1N1H sgloFm i9JTTERRY 1A,1S THA:WITM A NT R R IOU StIRgi S i --- - -/ -- // ��SE OF NF _ _ _ BASEMENT FLOOR L I �"JEI ~�O S ELEV.-0'-0 _--_ UNIT fociFF �//�//T�%,♦�� �//�l/T •f "Cl._ CP A 10 EASEMENT FL 0OR FIRE 90�°'°721 SPRIi KLER SYSTEM RISER DETAIL - -- � c'. a -- ---- FIRE PROTECTIO,l1/PL.40V N.T.S. SCALE.-14".1'-0" SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION 1 Al.pipe iocations are to be field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROJECT:KINGFIELD DEVELOPMENT and installation by the sprinkler contractor -Head Cabinet spare heads and head wrench per NFPA 13 , HYWALIICROUIDUPON1 •tD r:dG-E,pfWL'RU BrnkMU4lFp,grilEr,SWMJ t,vr►Fr K 4.9®I65pEVF-SM IR ,6 2 All dimensions shown are end to end -Provisions for flushing connections and draining of all pipe REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE C�•�J E0ATIONRELONTODOFSTEEI CONTRACT:ODOO CITY:RYE BROOK STATE:NY ZIP:10573 3 High temperature heads are to be field Installed where required -Inspector's test connection shall be provided for each system D••7 FlE1'AT101A801EHEFIEDROOR REWBtE f�i6 OlBOrRELbNCFA:E Pt•51'iNGFIt,R iFLK=56.@2000EGR�,Sw tRAuts CLIENT:THE WARJAM GROUP PHONE:19141 761.250 /�\ J�11-- LL. 4 All pipes and hangers are to be installed per NFPA 13 Hydraulic identification plates 8 NFPA 1.3 required signs oos :o-o, aFVATV4WVPOFSTEe CONSTRUCTION:WOOD 5 Gridded wet systems shall provide a relief valve per NFPA 13 LTD. ■ ■ 136 All new piping is to be hydrostatically tested at not less than 200ps1 It Is the building owners responsibility to provide adequate heat for all areas in the CEO CEILING IBGIO RflAU'FI RES L"i MUNSiA HMOYTAL WONALL SP IU R 117 hTR K�4.4,®175O�,SN I RA33M1 ADDRESS:S INTERNATIONAL DRIVE-SUITE 114 for 2 hours,or at 50 si in excess of the maximum pressure, building protected b a wet type sprinkler system and for all water filled supplypipe valves f ��'���"E" OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIPN OS73 p p 9 P y yP e y -�-/-o- PPERLE,P Q M.VW'FIFR;Sot CKMPo WR,2MkSMEWMISPwt�¢FRWWT.K=i5.�sMfie-SLdRA1435 15 INDUSTRIAL PARK PLACE,MIDDLETDWN,CT 06457 �. when the maximum pressure to be maintained is in excess of 150psi and system users to dry type systems SYSTEM TYPE:WET P:860.632.8053 F:860.632.8054 7 A quick opening device is required when ory system volume exceeds Air pressure shall be maintained or all dry type systems by an approved automatic air /'� PIPETMDMN DATE:03/27/2017 FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automatically '�- WERSMIURf WWW.MAC KFI RE.0 0 M IL 8 NFPA 130 apply as required maintaining the required air pressure I 0 3 PPEGRoovE WyLW.S&9r RM PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(860)398.502 q g p W-A-1 101 1 PPEMMANDLaEf.STNGTAGS TUTAL THIS SHEET:• TDTALTHisA=- AHJ'FIREMARSHAL E-MAIL:CHRIS`MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 R1:000347 U. KI N F1 D V PM NT 1 5 PRIMROSE LANE - UNIT C 1 RYE B R o o K9 NYE DECKING �l O 1 D.DECK OR E'EEEE�I i� t• I i� — —;!�� WD.DECK O BLUESTONE j 1�`I jij WD.DECK OR BLUESTONE PAVER ' BLUESTONE PAVER — !, PAVER _ INI ROO=ABOVE I� ^ •i' R M i _--yam rn o " JVINGKITC;IEN j / i,f I I I I Ivi ROOM 1 9 o i ,13 ' i -0 R OMA\ f(I .3' I I a-IVi 1 t• ° o ! ,• a 1• ! i � ) _ o Uzi IN I. FISBY TROL VALVE AND ALL UNDERGROUND PIPPING r---� —� I ^, 3 _ ;� 1 �. THERS. MACK IRE PROTECTION'S,.01 �>o '=9'1' 2 CONTROL VALVE AND Au UNDERGROUND PIPPING • NTRACTsEmo i1ooR u Bf s�a x uI ); ° ! IS BY OTNr'T2S. MA1,K FlR.PROTECTION'S CONTRA T AT 2 FlR=SERVICE WATER LINE LEEFT INSIDE 1 _ THE BASEMENT. I l r rGINS AT 2'RRE SURi VICE WATER LINE LEFT INSIDE �� I' � - - 10 THE BASEMENT. PANTY I I' s P RY EMENT. l�J L - ` ' L -- T• ,_ I urj ram, ' t= O 1 Ez' �SrxYlu tIEWill DINING IW kM BE 11105 1T RON(W 011M) , ROOM Y ' t'9' g� _ 1lwBEltHOlEO WE+ _, t' T 01ommlRm RE Sma so tK WIM o- uF TD tit ,, I f I '• uF ttE /• 4•. M ,t AM too OE IMS!"Rout(En ORETZSJ 2'CONtROI tYUf■Rl ERQBt4 TAIPBt SMTW t 9'-0' 1' SEtOtD ROOK — , 5 F IP THE 2'OXRR VRLVE MM NSW TAM Si O t *1 TYPE W,TFA FUN Sff10,(Of OMMMMS) I t�.nn 1 ! 402 Bl� ' -, � � - WE„PE MI R RON Sfldi(BY MEW 2.LNEUM FIE SEIM 00 111E UP _T Rio NEUM E OXX(Br ONE) ( ) z•ulmtBaeano ICE SERVICEvu1R uE UP 9' 9 � !' 2'-,0—t� 0• ,' 'L i I L 1 �� 9�•! L 9-6 1 Will)fE1 M DIDOSI E(Br OMRS) n I', 9'-f / 0- I AIN Y SFIDm RZ//DRO.Ot,4, b — I -a' i ` , ' ,_ :" " 00 trP TIE a �- j All,•,9'i' ] R,1 b'-4 T' !'' ■I• _1, / u 9'-0 -' 1,• lP TD IIE 7 j _ 11P 1FE 9'-0' ,fib.. 1• SECQmFIM. I, 10 RN I',9'-1' Q� �.'� '1 D-0'O r f '{. -lOx �> Ry yam`t• - + _ 1• ,• IJ ' 1 i /�ECQD Rom! \4 /\1' /REF ( -4 , COID 1 I t ,.0 •' e I I t $A I V CL A / t 2=• r' • `—fir~--— `•.- t><,to' I ——� , i� i i , fill UF'0� 1't" I 1 I i j ST '' 1F THE BL SEcmo Roan �BLUESTON FOYER I i I IIr SIP FROM RE J i tw FRDY TW / FO cR ;I'. 1' uF.Atw GARAGE B,SFIELT / f' j G AG' �._ _ Bar,! f fill 1 1 � I " 'l ( /lctrlc .FILM o --It`\, TONE _=Wlk BVT B&LAIM File A RACE M 011 W OEIM C3ff =FOIE 1 c It rr �� I �_I -�--Tit KEA 1 FiMY 4WW A1n ttltoE EADI UNIT A i— ,-- - -- -—--- , 99MQD FIFE MO SPIlr B LEAD WST ff BA2fYlSU M.FJ51K SPPIr✓0 PIT: I p� "Cln I FTEE FROM IRSILM SO TINT FEAT FROM THE ROLL , 1 U/,►/T F mFIROL w6 in NOW TWD WDi t—/ i ��C> �r i UNIT ET30!Dw tNMFAB,AH Ah'UINTE TELffRIRiE / wt�T,PE SORat WD!(et'aBIETts) Ei<rnx-Fitt , ARM TIE PPE Mla SPiBIOEF f _ �� — r ?•11110 FIFE SFRYCE WER ltf IF I• L FIX%*cam 11191"M `- HTG WE DaClL'SiQE(Br 1111EP5) - - —----.--- 2'CONTROL VALVE MD ALL UNDERGRCL'ND PIPPING � IS BY CTFERS. MACK FIRE PROTECT;OIC'S CONTRACT EEGINS AT 2'FIRE SERVICE WATER LINE LEFT INSIDE �z'.t:came FwA; Ti-E BASEMENT. _ OFNF , FIRST FL OOR FIRE FIRE PRO TEC TION PL A N 'z -� 0 INSULA T/ON DETAA. FOR ALL SPRINKLER- SCALE.-114--_P-0" �A9 ���,21 IN OR ADJACENT TO UNHEA TED SPACES "SSIO N.T.S. 1 All pipe locations are to be field measured prior to fabrication LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION Whether or not indicated on the drawings the following items are to be provided I SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN and installatior by the sprinkler contractor Head Cabinet spare heads and head wrench per NFPA 13 PROJECT:KINGFIELD DEVELOPMENT M Q+ HYORAIIICREF73tIPOW ,( FELIiBLE RFG9LL•FEE ITALCOKM40IB,MSPRB M17NPT,K=,.9,®166DEiRET:SditWllTl6 REVISIONS: DATE: `+2 All dimensions shown.are:end to end -Provisions for flushing connections and draining of all pipe ADDRESS:INTERNATIONAL DRIVE C19-3 EUNAT1ONaSOWTO?OFSTEEL CONTRACT#:000O 3.High temperature heads are to be field installed where required. -Inspector's test connection shall be provided for each system CITY:RYE BROOK STATE:NY ZIP:10573 4.All pipes and hangers are to be installed per NFPA 13 Hydraulic identification plates 8 NFPA 13 r L.+t ELEVATMOFTOPOFSFkDROCIt Q REtTrLStE Gsset>Inacl u3EooF AtFOpF�oENT�FaIOgt 17Fr°rT,K=56, oE(iiE SCLSRA3r15 P Pe 9 P - y p squired signs � w-ol Esft'ATmNOFTo?aFStFfI CONSTRUCTION:WOOD CLIENT:THE WARJAM GROUP PHONE:(914)761.2500 Q 5.Gridded wet systems shall provide a relief valve per NFPA 13. LTD. PROTECTION 6-All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for at.areas in the ® CE10SWWT /'i d RELMET1 RES LVREMMIKIMIGiAl.SIOg1k1SF■l(LER.tTWr,Ka.r.filT50EWLSk8lRkM1 ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 for 2 hours,or at 50psi in excess of the maximum pressure. building protected by a wet type sprinkler system and for all water filled supply pipe.valves 'f COACUTETiGBIERtTEDPAIalt OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is in excess of 150psi and system risers to dry type systems. '�-�� PPE 1r6EUP Q �M`-F1�E� SE TALSO:WALL�PR91M V2rWT,Ki.6,@=OEOREE.SIk#RA11S SYSTEM TYPE:WET 1 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 N 7 A quick opening device is required when d s stem volume exceeds Air pressure shall be maintained on all d type systems b an approved automatic air -E��-2- PPE rim D%VH DATE:03%27/2017 RE60-632-8053 F:860.632.8054 q p g e4 dry Y P dry YP Y Y pP FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automatically PPERSERWP.E WWW.MACKFIRE.COM IL 8 NFPA 13D apply as required. maintaining the required air pressure 0 J PPECADM$DCOU?1M&FTTWM PORT CHESTER DESIGNER:CHRIS JUDO PHONE:1860)398.502 0 01 PiPEYAt!uAWLINELISTKTArS TCrALTHIS SHEET:- TQTALTHis Joe:• aHJ:FIRE MARSHAL E-MAIL:CHRISQOMACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-'20494 Rf:000347 KI N 13 F1 V RM NT 15 PRIMROSE LANE - UNIT CI RYE BROOKS NY■ HYDRAULIC DESIGN CALL AREA 03 SECOND FLOOR MASTER BEDROOM HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN HYDRAULIC DESIGN CAt_C AREA a1 .05 CAL.0 AREA dI SECOND FLOOR Density MASTER BEDROOM Spacing VARIES MASONDFLOOR TER BEDROOM K Factor 4.9 HYDRAULIC DESIGN CRITERIA Hose Allowance - HYDRAULIC DESIGN CRITERIA .05 DensityThis System is Designed to Discharge .05 at a Rate of .05 GPM per sq ft Density VA g of Floor Area Over a Remote Area of Spacing VARIES 4.4kt.Fbctor 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 Hose Allowance at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance This System is Designed to Discharge at the FP D6Dva WK Ys � g T =l_4�ROOF BELOW This System is Designed to Discharge .G at a Rate of M per sq ft rLAT R00.<BELOWFLAT ROOF BELOW at a Rate of�GPM per sq ft of Floor Area Over a Remote Area of of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water ri i —!! I!—'L{ u, I 2 Sprinklers when Supplied with Water at t� LR�$6f �BAaI of PSI I at the Rate of 28.1 GPM at 39.8 PSI FP 06DM NODE 7 at the I N _ _ � i at the FP 06DM t10DE V uN of u ! g I• LOW \1 ��- ♦ -- ,� t SS AS MASTER I ,/ •i r; ST= 3EDROOM i 'I i, \ ,• !i- (-y: - - �.�;j i 3 M R T�'M B_Z I :I• MAST=R W K-1. TE 1 1 2 1 i ;i �$ r 3AT I ! C _, l y ` SAT I 1 N UP - SAt_ �b l - ! i I LL IQN 9' F ti 11 t I i < S(� I I i 9'-a• i 11' iiT ' y I I "'p S2 / ?' / 11. \ �` S2 BEDROOM#2 r' , BE 0 '• I J I t I i J I L ND LIP FROM THr FjW FLOOR I�' -i 1• Film R � 4d ! LIN II ! ( I � � �• o WALK-IN II SA ' WALK- �l• i I ) 1 o SKY ,HT I I { I -IN i I I lROy 1-9 l l s I CL I l -- - L CL FLAT ROOF I.-h, -:' 7.9- I;�ii• I— ,I i f;{ � �� 1 1 ' 1I FA T R OOF BELOW 7 a--OWL N Lj 1!�I N AN i I I 1 ! jf I' � — !I' 1•` 3va 0 4 \. i II• ' 41 `�,I I BATH 0-7 lie iAT o I t-tlf I .' `'' �"j i�I;.�-I LAUNDRY I i s L N .Y I �• v �j 4-2 i CL '• '• �L 0.-6- B RO N BE O x 3 a A BEDROOM#3 i j %� DR M..3 ! --l.i. i I• I I NOTE: i ALL SIDEWALL SPRINKLERS ON TPE SECOND FLOOR SHALL.BE LOCATED AT 0'-1 BELOW THE CEILING r 'I UN/T"C1" UNIT'A" _UN/T"Cy" SECOND FL OOR FIRE F/RE PROTECT/ON PLANT ��p�SO Nc A}O9 A SCALE.>.4=>-0 '¢� m o¢ 2 fi N = OcFSS10T4P� 1 All pipe locations are to be field measured prior to fabricationWhether or not indicated on the drawings the following items are to be provided SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATIONDRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN and Installation b the sprinkler contractor Head Cabinet,spare heads and head wrench SYMBOL DESCRIPTION SYMBOL DESCRIPTION Y P per NFPA 13 PROJECT:KINGFIELD DEVELOPMENT 0' KYWALWREF POIT 5 MY&E13U9L_'t�DERRi MNCiALBKKB1rSPi90GFAVTWT•K 4%@165DEG'EESN ORA1115 REVISIONS: DATE: 2.All dimensions shown are end to end Provisions for flushing connections and draining of all pipe ADDRESS:INTERNATIONAL DRIVE [is BEVATIMSELOWTOPOFSTEEL CONTRACT#:0000 3.High temperature heads are to be field installed where required. Inspectors test connection shall be provided for each system CITY:RYE BROOK STATE:NY ZIP:10573 [e••�l BJ:YAllftt ABOVE FP3511®FLOWi RF1)A81='GS56'11UYX Rl.SPOPiSE CORCEAtID PEtAB1T SPFR7QFR LT 1FT,Kp OEGR�E.Sol.t 115 4.All pipes and hangers are to be installed per NFPA 13 Hydraulic identification plates&NFPA 13 required signs �S.�LI IW CLIENT:THE WARJAM GROUP PHONE:1914)761.250 O (tCs ?D-o) BI:VAiIONQFTDPOFSTEB. CONSTRUCTION:WOOD 5.Gndded wet systems shal provide a relief valve per NFPA 13. LTD. - - P. ■ ■ 6.All new piping is tc be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the ® CEO`° T REtueLEflisEsu•IBlTu1IDR¢pxrK�ErAusPq+eaER vrrvr•K�i•@n'oE(8EE g11 sRA>D1 ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 for 2 hours,or at 50psi in excess of the maximum pressure building protected by a wet type sprinkler system and for all water filled supply pipe.valves -f R-RITFRGt3�vEDNAnGFA OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is in excess of 150psi and system risers to dry type systems. PFERISEUP Q a fE1JABLE71FR3E'11Udt11ESFON5ElipggplfxsOtwAuseaaasturtaPr•si5 @tpopEq �ew11<r SYSTEM TYPE:WET 1 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7.A quick opening device is required when d system volume exceeds Air pressure shall be maintained on all d ''* P:860.632-8053 F:860-632.8054 q p g Q dry y dry type systems by an approved automatic air DATE:03/Z7/2017 FIRE SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA 13 compressor or plant airsystem s specifically approved for and capable of automatically -{t}- PFERISERNME CL g p P p p y pPy DESIGNER:CHRIS JUDD PHONE:(860)398.502 WWW.MACKFIRE.COM 8.NFPA 13D apply as requireo maintaining the required air pressure 0 ]WEGROOVEOCOM13SanrtuGs AHJ:PORT CHESTER f�• of PBEMANDMI.'tNGTAGS TOTAL THisSHEEr:• TOTALTHIsJoe:• FIRE MARSHAL E-MAIL:CHRI5�aMACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 R1:000347 FIELDWORK COMPLETED: September 28, 2021 Underground structures, if any exist, are not shown hereon, except as noted. The location of underground FILED MAP REFERENCE.• improvements or encroachments are not always known Subdivision Map of "Kingfield" F.M. No. 29210 and often must be estimated. If underground filed August 30, 2018 improvements, easements, or encroachments exist and Common Area 5 are neither visible during normal field survey operations •ec t Lot: 78 DI C-4-1 A 1 "NOT BUILDING LOTS" nor described in instruments provided to this surveyor, Sub f Qthe may not be shown on this ma and are not Known as 15 Primrose y • Y P r�mrose Lane certified. Town of Rye Tax ID. Section 129.25 Block 1 Lot 1.94 ,'�S74°05'14"E 47.25' This property may be affected by instruments which have not been provided to this surveyor. Users of this DI C--3--IA 1 CRW map should verify title with their attorney or a qualified cry w/Fence title examiner. r �: Patio Patio Patio Only copies from the original of this surveymarked Legend � RW CRW - � C �-—--—---� ———— —--—---� with the surveyors embossed seal ore genuine, true d w/Fence O.H. .. O.H. O.H. w/Fence and correct copies of the surveyor's original © Sewer CI can ou t W o P y work and If o opinion. A copy of this document without a proper CRW_ Concrete Retaining Wall �0 3 0 � application of the surveyor's embossed sea!® to pp y should be Curb Stop Water Service � �, ._ � ap assumed to be on unauthorized co ®— Electric Box ♦ PY- ®— Electric Manhole N — Gas Valve 0 ::9 Q w 7 7 -- Ligh t Pole O o 4 t I(0 a � cn C o-- Telecommunication BoxCb 3 "� ®— Transformer Pad �; t Frame a ECE V E O— Water Valve a � � � �- � Building76 +�— Hydrant � Q � � o W NOV 18 2021 Z � yV �ob0 � �� o 0 Z o co o? VI GE OF RYE BROOK Area mo A 534 Sqw Ft. B G DEPARTMENT N795821 E Ln 10.57 A (n Open Porch To date, no Title Report or Abstract of rt/e has been w/R°° provided. This survey is subject to a current, up to date rtle Report. Walk Pavers Pavers Walk Pavers Walk Property corner monuments were not placed as part of �' Drive Drive Drive this survey. L=41.76' � is N74°05'14 W 37.26' This map may not be used in connection with a TyP' "SurveyAffidavit" or similar document statement or R=25.00 Stone Curb C8 A--4--1A mechanism to obtain title insurance for an subsequent A=9 5°41'50 As Bufft Survey or future grantees. LanePrimrose• - • 15 Primrose Lane Unauthorized alteration or addition #o a surveyma ewer Ease. I SMH S--4—� bearingo Licensed Land Surveyor's i ' P Access, Water & S + Cg A--S • • . y seal s a violation of Section 7209, sub—division 2, of the New York State Per F.M. 2921 O _—_ _�� Unit 76 C8 A-4 Education Low. - - Pr4mrad for According to NYSAPLS policy adopted January 23, 1993, the alteration of survey maps by anyone other than the Sun Homes, Inc. original preporer is misleading, confusing and not in the general welfare and benefit of the public. Licensed Land slhm to i'f fife Surveyors shall not alter survey maps, survey plans, or survey plats prepared by others. .—.- A • To wn of Rye At %9 T E DOCUMENT Westchester County, New York ENGINEERING, SURVEYING & GRAPHIC SCALE 2+0" Date: october 4 2021 LANDSCAPE ARCHITECTURE, P.C. of 20' 40' 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—9690 • Fax (845) 225—9 717 New York State License No. 050749 www.insite--eng.com C) 2021 In si to Engineering, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch •= 20 ft. Lot Maps/Lot 78.d wg