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HomeMy WebLinkAboutBP20-148PERMIT #,[JGDATE: LZK P; SECTION 9w 5 BLOCK_ LOT TYPE OF WORK _ / Wlfl shtf ,�tS'e/rle��t JOB LOCATION _ /'/%'YJ Y �f� / i/1'� OWNER �� 4 r Ck �C?�-f!'lerr LLC 740/ c CONTRACTOR // II /� IC. l� c f'- �� ' %EST. COST �4 5 FEE � t 'Coo CO # � - FEE` �� Q/ ,Ab DATE I 3 a TCO # FEE DATE INSPECTION RECORD FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS 0/ SPRINKLER/ ELECTRIC LOW -VOLT f ALARM AS BUILT FINAL OTHER APPROVALS AR BOT PB Z8A OTHER -MPaU- I lei Mac I� fi re c c le�-ier- a�, jac L P�c�-a)516n)Pe orlse 6kc4ical Coms4j o, ' Pal-ao7%S el.Sou•�l�/o,meSewicc s Co: �° --� �� .. �� �.� � � ��-J'v�a / C'o` ���-..��►c.. -- �.c )� fie,,- �. AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING MUST BE P0511:0 WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; v FR PRIOR TO THE ISSUANCE OF C/0, AS REQUIRED BY NY STATE LAW, VILLAGE OF E BROOK X WESTCHESTER COu , NEW YORK NO: 22-025 (fertiftrate of errupaucp This is to certify that c��� �� By0ok— Pov! /" - 's L.Lic of, , having duly filed an application on Februo r v 1 20�requesting a Certificate of Occupancy for the premises known as, ! r/m ra Rye Brook,NY, located in a PLA 1D Zoning District and shown on the most current Tax Map as Section: 690.1J Block: / Lot: ). ``/ , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. - , issued I L4 20 �,?U, 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: � oh e ~ F / , for the following purposes: N60-hp-d / l dwe / Ina Yv/ Subject to all the privileges, requirements, limitations and conditions prescribed by law, and subject also to the following: APPROVED FOR USE AS A SEPARATE APARTMENT 0 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 ha be ma ern hall the building be moved from one location to another until a permit to accomplish such change has bee u ing Inspecto Building Inspector,Village of Rye Brook: Date: FEB 14 2022 DR fi 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury www.tyebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE February 14, 2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak bane Suite 325 White Plains, New York 10604 Re: 11 Primrose Lane, Rye Brook,New York 10573 Parcel I D#: 129.25-1-1.90 This document certifies that the work done under Mechanical Permit#21-111 issued on 7/28/2021 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building& Fire Inspector Ag BR 4 tat'}.J Y 19 0 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914) 939-0668 Christopher J. Bradbury u-Nv .ryebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David NI. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE February 14, 2022 SC Rye Brook Partners LLC c/a Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains, New York 10604 Re: 11 Primrose Lane, Rye Brook, New York 10573 Parcel I D#: 129.25-1-1.90 Mechanical Permit#20-110 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 E L Ij__ i � r;n; _; For office us, oath: FEB - ` 2Qac � BUILDIING iEPA;R'TIVIENT PERMIT# Q- �/8 VILLA,pl i OF RYEBItoOK ISSUED: -f VILLAGE OF RYE BROOK 9P8 KING STREET;RYE BROOK,I�lEW YORK 10573 DATE: BUILDING DEPARTMENTJ (914)93Q• A 939-5841 FEE:` t?e JCS— PAIQX Win) 0 APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO RE SURMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION ra+aaar++saasaarataaaatasrtataarattrtatrtwrrsrtatr+tttararprrarsera»raasa►asrarrsassarsaasrat+artratsrssrrraruasarrr+rr Address: 11 70-1 M 19,& t A",J k_ 9q 4 I CS- J lit-rti I -r- � Occupancy/Use: CWS Parcel ID#: 1 Zti - 2­5 -1 1) Zone: 1 Owner: _SC V_gk-UJI C)L e&&0--ILLS L L G A� ress 1 A 1� 3 5 �+VWt� f AIMP.E./R.A.or Contractor: C k N3 �- 4$ DtV 019111 lt-sT Address 1 �,<Q_232_5 W 14ta RAet. t5 Gp Person in responsible charge:__Wj LL 1011(l (ZI k LA L< A dress CAOL- US 326 1 A ffk, f Application is hereby trade and submitted to the Building Inspector of the Village of Rye Brook for the issuance of Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: VJI 4L I AM C I IC H L being duly sworn,deposes and says that he/she resides at ✓�� W <Tlc�'t l� Y�?Qk+r� (Print Narne of Applicant) (No.and Street) in STR r nf-oeb ,in the County of j"-'1q f eJ'-14 LT') in the State of C T ,that (City/Town/Village) 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 � b D for the construction or alteration of: Iq C��� SI rJ Lk I�p1'N I��—l—t S�crnlctJT 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 belied the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per §250-10.A.of the Code of the Village of Rye Brook. 1 Sworn to before me this `i'I Sworn to before me this 1 day of QOC be , 20,;�\_ day of ��� , 20_S2,L 0i CA t CNI, - . 1- 1 Signature of Propel Signature of Applicant W I I.L 1 a/Yl "d 4 W NKV"'L Iti I LL IAIVI eIkkL— Prin amc of Property Owner Pn ame of Applicant R ' r 9 o Public otary Public TRISHA MAR INEZ TRISHA MAR INEZ NOTARY PUBLIC-STATE OF NEW YOR' � "� NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 No.pt MA6331843 pualified in Dutchess County Qualified in Dutchess County My Commission Expires 10-19-2023 My Commission Expires 10-19-2023 BRC��. w � • 1982 BUILDING DEPARTMENT [B" UILDING INSPECTOR `'El 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 G - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - I ADDRESS : 'I J_t ti'CTi I�� DATE: - PERMIT# t 4 ISSUED: ! ---,SECT: BLOCK: t LOT: LOCATION: :1 E,l:: � 5A�-• �, ` ` S `_ 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 r ❑ NATURAL GAS �- ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ,(,'ROSS CONNECTION FINAL �❑ OTHER I w � BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSIST.ANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 F! (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - -- - ADDRESS : DATE: PERMIT#�� i ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED 0 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 4RCZj�, cu � 1982 BUILDING DEPARTMENT BUILDING INSPECTOR Q ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.orzs - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : ' JA� � DATE: � L PERMIT# .^� �ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION Cl UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ,ROUGH FRAMING `INSULATION u NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRC�v�. w � 19812 ` BUILDING DEPARTMENT ❑BUILDING INSPECTOR EfASSISTANT 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 - - - - - - - - - - 1 Zvi C (�� �`.;�4 .ADDRESS. Ov , DATE. I PERMIT# � ` ISSUED:Q�I NSECT: BLOCK: LOT: 14 LOCATION: V }�Y "'� 4� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: -❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION -o NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER * o * 4- 0 * w u cz 14 * 41 Qj 04 Aq p c 4o b a * W � r w x * W aww o a P15 � �* WOP a v Z * a ij z on * a� IIC BRa?�. 0 1- BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK %'1-1 CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - -- - - - - - - - - INSPECTION REPORT - - - - - - - - - - -- --- - - X.I ' ) -7 c)-? ADDRESS : , ` ° ? DATE: c� - PERMIT# �� ti ISSUED: Z SECT: 2 Z LOCK: LOT: ' f- LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING Q ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION © FINAL ❑ OTHER Q�E DRcb O`` tim Fo 'gat 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: I I , � r-rl DATE: 1/2DII , 1 PERMIT# ' - � _ G. ISSUED: "SECT: ,ISLOCK:/ LOT: I LOCATION: 1 4� �+ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... /4►'. ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION ``�� / REQUIRED El 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 ❑ FINAL5 CN [a OTHERC l �E DRCZjk, 198'2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR T 1119 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 :— G fi� � DATE: IZ 4 PERMIT#_ _ I`0SUED: r ��1� SECT: �� �. L� BLOCK: _l LOT:_ ?' 50 LOCATION: 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 t f `mac•����,_ ` 1 ❑ NATURAL GAS ` L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER FINAL PLUMBING 0 CROSS CONNECTION ® FINAL OTHER 4�yE BRc�j 0 2m 19612 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: `I\ <-an aCL%Q DATE: , -21, i-2 PERMIT# �o ! I SUED: , ft ACT: 1 BLOCK:LOT: lJ LOCATION: !�! U C'e , OCCUPANCY: �- ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER 1 , QyC BRk 01 '9a BUILDING DEPARTMENT ❑BUILDING INSPECTOR pfASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET• RYE BROOK,NY 10573 (914)939-0668 FAx (914) 939-5801 www ryebrook.or - - - - - - - - - - - - - - -- -- - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: ' .7 GATE' PERMIT# -T] ISSUED: ' 1 SECT: BLOCK: LOT: LOCATION: I OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION ' REQUIRED FOOTING '' <-w (1 ut Y� ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE 4Ra? +��0-c 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK [I CODE ENFORCEMENT OFFICER 938 DING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - -- - - - - INSPECTION REPORT - - - - - - - - - -- - - --- - - - - ADDRESS:- A Cn LU DATE: PERMIT# ISSUED:_SECT: BLOCK: LOT: LOCATION: � � l`p OCCUPANCY: -�� ❑ VIOLATION NOTED THE WORK IS... 0 ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION UNDERGROUND PLUMBING L� NOTES ON INSPECTION: ' O ROUGH PLUMBING �`�`�`� - "� �` ❑ ROUGH FRAMING C t�vPS INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BR(�j� M' O� 2m 'qa2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - -- - -- -- --- - ADDRESS : ( � �/f l rr- (t(,l �A I-e' DATE: Ul I � [-Z 6 C PERMIT# } �`J �t ISSUED! ONECT;e N� - / Q -2�.� BLOCK: LOT: �✓ LOCATION: ! `✓ �G-r1 OCCUPANCY: VIOLATION NOTED THE WORK IS... EL/ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING 0* FOOTING DRAINAGE ❑ FOUNDATION 0 UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ,l Q�E I3RC��• W � 19t12• BUILDING DEPARTMENT ❑BUILDING INSPECTOR Cl 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 - - - - - - - - - - - - - - - - - - - - DATE. ADDRESS jL` - LOCK: , LOT: PERMIT*. ISSUED:3 LiL4 I Q_ \ OCCUPANCY: 1 LOCATION: _ ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ R.EINSPECTION REQUIRED ❑ SITE INSPECTION FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION NOTES ON INSPECTION: ❑ UNDERGROUND PLUMBING ❑ ROUGH PLUMBING ROUGH FRAh ING ❑ INSULATION ❑ NATURAL GAS p L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER p FINAL PLUMBING ❑, CROSS CONNECTION ❑ FINAL p OTHER BRC��. O4 ym BUILDING DEPARTMENT (.&BUILDING INSPECTOR ,f l 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: r ' �, { L J DATE- Z PERMIT# � ' _ ,�� ISSUED: SECT: BLOCK: LOT: LOCATION: LtLL Az-� 1 - `� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... Eif ACCEPTED ❑ REJECTED/REINSPECTION ❑ ,SITE INSPECTION REQUIRED [� FOOTING -U 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 �yE BRC��. o� tim BUILDING DEPARTMENT ❑BUILDING INSPECTOR [ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.Uebrook.org - - - - - - - - - - `- - -- - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - 3 ADDRESS : 1 1 'J ���1 \ `� �slXS`� LDATE: -2 2 f � ao 0- ' ( r PERMIT# ISSUED:< `�I)ECT'1�- --'�S BLOCK: LOT: LOCATION: 1A s OCCUPANCY: <<� ❑ VIOLATION NOTED THE WORK IS...xel ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED .❑ FOOTING np"'nQ( ❑ 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 6 _ in z s N N ` O � n1 N LZ. n =_ r W — — ►.a -x w zcli 400 f a 6 Cie 00 $ LQ 3 ¢ ae 3 9z F- -- 4J3 a"$ ce • r, � 0. 0=0 a � z i F�1 M Jil ce GJ CA o u: It uo z x 6u w � a y -�� DRCv� Bum FT" , MENT VI]L E OF RYE' OK OCT 3 0 2020 938 KIN ET RYE B> '' ,NY 10573 (914)9 6 A 939-5801 B.Q -or ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: ';C) ` T EP#: o('U-o2 I5 Approval Date: NOV - 2 // Application Fee: $ Approval Signature: t/1 Permit Fee: $ p Disapproved: Other: (fees are non-refundable) Application dated, f as hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or re ove 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 bein conformance with all applicable Federal,State,County and Local Codes. I.Address: // �l��I'y/c f���y f SBL:/d/10?6- 9e _Zane: FuD 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 10573 Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, New York 10573 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino@enterpdseelec.com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10573 4.Proposed Electrical Work/Fixture Count: 011 Q1"16_9nIq /00 /04:5:/AJ t /Gz I A)� /A S5 'yo144!5-J-(fq/ll0a,c) f>��-Crck s W.e)'.e-pe (/cx_-7,n � STATE OF NEW YORK,COUNTY OF WESTCBESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name or individual signing as theapplirant) 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 snake and file this application. (indicate architect,contractor.agent,attomey.etc i The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me th' Oth day of ,20 day of Oo r Signature of Property Owner Signature of Appli)DAnis M. Fortit Print Name of Property Owner ins ame of Ap Notary Public Public '`\,�� •o M rq��G� 'ROQUALIF&I3e28j:0 c't L IFp IN _ _ O _ j0MM.Cowry. — '��11111!!l1111���� V estchester Rockland Electrical Inspection Services, Inc. r Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 105523 BUILDING PERMIT NO. TEMP it DATE CI7`f.OR VILJ.i10E,„ ZIP cock TOWNSHIP CIOUNNTY _ STREEY AND Nr JROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION--, LOT OCCUPANTS NAME BUILDING OCCUPANCY C_T/JC OWNER'S NAME AND ,/')� `��� HOME TELEPHONE NUMBER CURRENT SUPPU D BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO, WATTS EACH INSPECTION OUTSIDE 7� BASEMENT - - 1'FL. OCT I 2-FL. 3'FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: IIQIAA�, GYa 6/iV THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION CDMPANY.WREIS,INC. IS NOT LISTING,LABEUNG,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW-'] ADDITIONAL,'-' EXPOSED 1 J CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD N...' UNDERGROUND C: AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY _ DATE OF APPLICATION SIGNAT O APPLI x TELEPHONE NO. C7 /✓C �� QR UCFNSE NO.WHEN APPLICABLE ��/ 1 WESTCHESTER ROCKLAND ELECTRICAL INSPECTION IRE15SIERVICH,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: 11 Primrose Lane Rye Brook, NY 10573 Certificate Number: 1032657 Section:129.25 Block: 1 Lot: 1.90 BDC: Permit Number:EP:20-215-BP:20-148 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: 11 Primrose Lane Rye Brook,NY 10573 Basement 1st Floor 2nd Floor 3rd Floor i 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 01/18/22 Name Type Quantity Receptacle Convenience ------- 68 Switch Single Pole ------- 41 Fixture-Luminaire Incandescent ------- 12 Fixture-Luminaire Undercabinet ------- 4 Fixture-Luminaire Recessed ------ 38 Cook Top ------- 1 Dishwasher ------- 1 Electric Room Heaters ------- 1 Exhaust Fan ------ 5 Furnace Gas or Oil ----- 1 Bell Transformer ------- 1 Dimmers Led ------- 12 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 anyway. '--7jjfG �L This certificate is valid for work performed before date of inspection only. IF WESTCHESTER ROCKLAINO ELECTRICAL INSPECTION INEIDSERVICES,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: 11 Primrose Lane Rye Brook, NY 10573 Certificate Number: 1032657 Section:129.25 Block: 1 Lot:1.90 BDC: Permit Number:EP:20-215-BP:20-148 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: 11 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 01/18/22 Name Type Quantity Water Heater ------- 1 Cable Homeruns ------- 5 Phone Lines ------- 3 A/C Unit 3 Ton 1 Sump Pump ------- 1 Panel ------- 1 Receptacle GFCI ------- 15 Smoke Detector ------- 4 Carbon Monoxide Detector ----- 5 Microwave ------- 1 Refrigerator ------- 1 disposal ------- 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. � � � ' This certificate is valid for work performed before date of inspection only. i/V A f e . n , •! y t O O G C1 O N cz a x � CL U :i I� ^ 0l w N U � �- Y y i ■ kri LTJ a : t coA �T U Q T W `D z U W m.V t z � F c x > = cc } ON �► Z < �% E- d m cid H o o z126 a F c 1Q rw Z F C Q C7 G G .. •• C p„ Z Sri 0 0. ,OrCIA OC _ < D EC ENE BUILDING DEPARTMENT VILLAGE OF RYE R OK AUG 19 2021 938 KING ET RYE B ,NY 10573 F R VILLAGE OYE BROOK (914)93 939-5801 BUILDING DEPARTMENT .or ELECTRICAL PERMIT APPLICATION DD Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: tDD EP#: (::Q — d Approval Date: A00 Il Permit Fee: $ CDD5 /66 Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, s hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of _ZZa Permit to install and/ r 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. L Address: ( !M SBL: /4'7 t r�—�• 90 Zone:PU 2.Property Owner: 5(, ��. u) l `�-y.� Address: Phone#:Tq- Cell#: I/y ;I/ y c i-i 6 email: J (A, 0 3. ter Electrician: �1ft'n /J/Lzdad �A Address: I vN1L-04 7c.#: one#: 8kT Li j 153 FI Cell#: email: DO-rl Ig 5aX-r c,)j Company Name: - C Address: 4.Proposed Electrical Work/Fixture Count: Lew yu 1 �a- 5✓"�� 1�C. aT flz - STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) / state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the 4cl-evi -:/ Cd,14MX r� for the legal owner and is duly authorized to make and file this application. (indi�hhek contractor,agent,attorney,etc.) The undersigned finther states that all statements contained herein are true to the best of his/her knowledge and belief;and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to l—f——e this day of ,20 day of 20,s j� Signature of Property Owner Signature of pplice; t Print Name of Property Owner Name of Applicant Notary Public Notary Public SHARI MELILLO Notary Public, State of New York No.01 ME61600663 Qualified in Westchester County Commission Expires Janusry 29 20 93, 3/21/19 • Phone: 914-347-3595 Westchester Rockland Electrical Inspection Services, Inc. `y DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 � �' BUILDING PERMIT NO. TEMP k OATE CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY STREET AND NO.OR ROAD - POLE NUMBER ,r , e BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT C' OCCUPANT'S NAME ^ BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS 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 1"FL. 2'FL. 3-FL. UILDI G D�PA TMEN REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 5+ THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED. IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC. IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT.OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW J ADDITIONAL❑ EXPOSED❑ CONCEALED G MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED, NAME OF COMPANY DATE OFFAAPPP/ILICATION� /] SIGNATURE OF APPLICANT X, STREET ADDRESS^ TELEPHONE NO. CRY OR POST OFFICE ZIP CODE NO.MMEN APPLICABLE Aft WESTCHESTER ROCKLAND WRE 11)ELECTRICAL INSPECTION SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Safe&Sound Home Services Corp SC Rye Brook Partners LLC PO Box 101 NY,Cornwall 12518 Located at: 11 Primrose Lane Rye Brook, NY 10573 Certificate Number: 1032999 Section: 129.25 Block: 1 Lot: 1.90 BDC: Permit Number: EP:21-207-BP:20-148 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 11 Primrose Lane Rye Brook,NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage t 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 02/03/22 Name Type Quantity Heat Detector ------- 1 Smoke Detector ------- 3 Smoke Detector/Co2 Combo 4 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. Y d ti • o a C a a ON ON e _ ANSo 3 E■ 91. Q C7 a at © r >. a � F. L4 co LL; cys oc w z m rn o a Z ONO U. vow �t r BUIL iki 'DE' MENT VIL A��f E OF RY RbOI{ ESEP20 938KINGREETRYCB NY10573 ,. E BROOK (914)939�4�68; n'Ax 939-5801 / - / RTMENT wwwn}�blao •.ot•g PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: ' r 14 f> PP#: 0 I V 1 SEP 1 5 2020 00 Approval Date: Permit Fee: $ � ,J Approval Signature: Other: Disapproved: (fees are non-rcfundahle) Application dated, 6Q0 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: SBL:1Gl i. /—�' %V Zone: PUP 2.Proposed Work: PlumbMacY fw' i Y1 Wtl enfs In�h 3.Property Owner: �,C LAC 6-600 L I a S CLC Address: 'Wes I �ane 12 n J�' Phone#: C1ILJ--461 — 9500 Cell#; ��N'-���'ra0 t tRv ' Dn email:�r�_,j;j� �19�'�O.Mt`.�YC1l�l�• Can'1• 4.Master Plumber: '?0'01 fv Address: Lic.#: Ot JO Phone#: — Cell#:2is 783--666i email: in r loty► `n!Q- M, Company Name: � Address:101A ja 1 ' #t cfiE INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCH EDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other" Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 st Floor 2nd Floor LA 3'Floor 4'Floor 5'Floor-- Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 321l19 BUILDIIV brkRTMENT /";/ r V1LUtiRE �A E OF RYE BEt00K SEP � 1 '202G 938 KING ET RYE BRQ}OK,NY 10573 �i VILLAGE 01= RYE BROOK (914)939 &G$ Ax1439-5801 � \Vv/ fye�i�ook}org BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE 216• STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OftWER 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 F NEW YORK, COUNTY OF WESTCHESTER ) as: f s Q T, 5CCY � 'Di S , residing at, 4 ��es J, IL OCt L�.Fin ��E#��+1.lt I la ms (Print name) (address%%here you live) being duly sworn,deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at;. �f j yy ca-s�e Ly-N , Rye Brook,NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of Mow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Si.onature o rop ) ner(s)) -PrinH\ame of-Property 0�vner(s)) - Sworn to before me this 3 day of 20a (Notary Public) Christine A Uoyd Notary Public,Staff of New York No.OIDD6166307 Quauw in%acbeater County Commitision Expl n May 21,2W 2_0-3 3/21/19 STATE OF NEW Y0RK,COUNTY OF WESTCHESTER ) as: P�o�t Jt' QLI ,being duly swom,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Cn 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 1 s! Sworn to before me this day of A bLn t CS-f" ,20 L 10 day of 20 �e Si to roperty Owner Si ature Applicant t it 001 S pw K)&1 GIa, Print Name of Property Owner Print Name of Applicant sA ' ,, Pobiilic,SWO of Near York -(/� a� a & No.d111!lO61 6307 if Notary Public inWIMtchesterCotmty Notary Public WENDY J ABBAGLIATO Cotntntss'On Expires May 21,11W NOTARY PUBLIC-STATE OF NEW YORK a� � No.01 AB0378706 Oualified In Orange County This application trust be properly completed in its entirety and must include VX—EMtn?.L ftn ?)70�-2022 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- 3Rl/t9 O ` r•1 r i••� O C O v i N i cif YF 16 vGG ' C o `06 Gr3 :, O fir, ^W � N �• � i r3l;% Poo i' :.r .s e'' � � � � � v 1 r'' � �D � � {�►� � ai .� 'C .-ter � oo •0 _ rs 00co W'D O's � JW o� 3f � � 40 r � Vj � � O � Q � 4 ` •e� ,C 'd V E E i i BUILD.tNdd �-RTMENT OK JAN G2 0 �7'RYE YVli � FOFRVBR 938 KING 10573 (914)939-5801 VILLAGE OF RYE BROOK wv4.ry MUM BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: M�fn Approval I)alVG 1 3 20 Milo:oCVJ�Application Fee:$ Approval Signature:-- --- -- — - Permit Nees:$ 1 Disapproved: _ -_ - Other: Application dated:_5--5S-I'}- is hereby made to the Building Insivoor ofthc Village of Rye Bnwk NY lbr the issuanc:eol'a Pemiitto install a Fin: Suppression System as per detailed statement described below. I. Job Address: imrosr-- 24, I!wemtc t My _Parcel I.D.: l�q.a s_ I- %,%)_%one: 2. Proposed System(Describe system in detail including suppression agent): ler Su--inn m -�hmt]QhQ52- - iS�►1�L ---.---- _�_.._ 3. Number&"Types ot'Fire Sprinkler[leads: 45 _ 4. N.Y State Construction Classification: --N.Y.State Use Classification: 5. Cost of[nstallation:$13 ,4520--_ _ (Cost shall include all labor.materials.fixed equipment.prolcssional fees.and materials and lafwr which may be donated gratis.) 6. Properly Owner:�L 'k-de _Address:gl } ""n-tz Phone# 51 )y�,r)-5r plra Cell# -- email: Applicant: Ma�l�_ ;tom Gh �►cs�r;ar,.------- —Address: 15 t rat A60L- PIGer- Nli� ['hone# Cell#(MO)883-+U1 email: f ►�, „ �.��;r� e�m Arehitect/F.ngineer: .W �u11 Marx EnG�n Address: 519 Rmn3tivct- Iur4L;k02, R boa "'N oak aq-I%Q-+ Phone# 3- Saar Cell# - _ email: .1ulliven general(ontraclor: �Address:3 Phone#_� P 111 QW Cell# - - -- email: -1- 12AA6 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE O NF,W YORK.COUNTY OF WBS'FCI II;STFR ► as: R,,ft,M,i�„ %LIS � being duly sworn,deposes and states that he/she is the applicant above named, (print i ame of individual signing as I lie applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)hc is the _M%&V. g% for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,at(orney,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 belbre the this Sworn to belitre lne this M.,y day of 20 day of 3` 1, 201-�_ Signatureot'Property Owner Signature of Applicant 21111;1ae "-1 kn�crcJ Pnnt Name of Property Owner Print Name ol'Applicant Notary PnbfiC Notary Public ik C:l fWW A"d Notary Pftg.Stw of Nw ya& Na 01W61"W QulaJE W is We0doft Cry Commis6w EXOM?ft 21.iM 3 12X 16 _ e a t {� N a N a� a � o�C W a s a� v o 6 \ i% W CL w Ems , P' L cEa a o � Q I� U 45 • w � p02 0 w N « ed 0� ON w � con m I 0 �4 V Gir t� l 2 p a� ci '.� x a7 L1 pC �n cm`� v o -D o o � fV�f W l Hj LT. 'T p w v E 3 v Gar E .., M oz Gc7 �t u ISM �--• MCI D A .�� � > OEOno -er .� a C3 �T t= M C/] U X c ,., a r > .o � v c'r' . p*y Q C .a aQ O 3 a8 u tj F M♦t � Z a � @ d' � � u�42! 4 'L. 1-0 0-4 Q o COD aR C R RYi V o °' EE � � a Z G •• p� 4 CCtC zsIS > > Ir r BUILD - - OTMENT R V VIL'J E OF RV E\MWOK 938 KING ET RYE BR,_- NY 10573 JUL 11 2021 ID (914)9 9 '39-5801 A .or VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EO UIPMENT) FOR OFFICE USE ONLY: PERMIT#: P P Q /- / ! I Approval Date: vZ��vZ�� / Permit Fee: $ D Approval Signature: JUL 2 8 2 Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor s Liability Insurance.(Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance On a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100,00/unit COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, Wai 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:_ 1 ]1' ' (alpe l y SBL: �"1 S , ' %Zone: 2. Property Owner: ( L �r�•�� /` Address: Phone#: Cell#: email: 3. Contractor: T �A GD M k ,101P Address: Phone#: )O�)- 07 23 rZ 7 r I Cell#: email: 4. Applicant: 11.1 4�4 el rp Address: Phone#: 26j7- 34S 4-7; 'T Cell#: email: 5. Scope of Work:New Installation( Replacement( ) Removal( {O^Other( ): 6. List Equipment: L) 1 `r C G N. i'V 7. Location of Equipment: 8. Method of InLl s tallation/Removal(list all eq `pment needed to perform job): / G,f 4 e, 4 I 3121/19 STA E OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,,,A. d ,being duly sworn,deposes and states that he/she is the applicant above named, (print name f 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 Cox/XZLGA!J-k/ 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 1 Sworn to before me this day of ,20 day of 31 20 1 Signature of Property Owner Signature o pplicant �- Print Name of Property Owner Print a of Applicant TRISHA MARTINEZ , Notary Public NOTARY PUBLIC-STATE OF NEW YORK go- Public No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/21/19 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSG 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 Home applications (0401410 through 1202420)with accessory (order separately) M • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ" primary heat exchanger • Stainless steel secondary heat exchanger ufusbanons and photographs are may representatrve • High temperature limit control prevents overheating some p,oduct models may vary • Direct ignition with Silicon Nitride ignitor • Hi h ual' ,,corrosion-resistant, prepainted steel cabinet t WARNING EATER TO INSTALL AND SERVICE • Direct vent(2-pipe). single-pipe veining or ventilated combustion Failure to follow this warning could result in personal injury, air death,and/or property damage. • 24 VAC humidifier terminal 8 electronic air cleaner terminal This furnace is not designed for use in recreaton vehicles or • 35"(889mm) high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed intemal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easy door removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflowldownflow/horizontal (left/right)installation oEs'Ba • At least twelve different venting configurations ENER(AUIDE • Through the casing flue pipe for counterflow or horizontal A—WrWusamm.aee"fARE) applications with accessory(order separately) • Concentric vent available T45 u • Self diagnostics with super bright LED • Slide out heat exchanger and blower assembly ., LIMITED WARRANTY ra% 9?% a►% 97% : • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limited , ceartvieo warranty " For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for u••or M,WRr c.,cned TM Mr*,gym .nula-5 ou*vwe m r in e pogo— ot other applications. '"ad— eK•eo m emm e b b ,,din d.N po,o..+-wen.w.ector,yg Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow ®.5 In.w.c.(125 pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408 40,000 96.0 95.0% 400-775 35 x 14-3116 x 29-1/2(889 x 361 x 750) 120(54)— N9MS E04014t0 40,000 9fi.0 95.0 625-90 35 x 14- 116 x 29-1/2(889 x 361 x ) 123 55 ) K9MSE0401712A 40,000 96.0 95.0% 650-1050 35 x i - x 29-1 2 889 x 445 x 750) 1 1 9 06014t 95,596 .0 6 5.1130 35 x 1 6 x 29-112(889 x 361 x 750) 1 57 N9 0601714A 60,000 96A% 95.0% 650.1420 35 x 1 -1 x -1 2(889 x 445 x 50) 144 65 N9MSE08017i6 8 96.0 10-1 x x -112(889 x 445 x 750) 154(69) NgMSE0802120A 80,000 960% 95.0% 1335.1970 35 x 21 x -1/2(889 x 533 x 750) 162( 3) NgMSE1002114 100, 00 915-1545 35 x 21 x 1/2(889 x 533 x 750) 169 76) N9MSE1002120A 100,000 §6.o% 95.0% 13 -2065 35 x 21 x -1/2(889 x 533 x 750) 169(76) N9MSE1202420A 120,000 96.0% 95.0% 1320 10 x 4-i x -11 (999 x 622 x 186(84) N9 1402420 14C).000 96. 94.4% 1290 0 x 2 -1 x -112(8B9 x 622 x 190 86 spedecaba,tam subject ln Change etlNromnotlre. 440 11 4403 05 1213/18 NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 1230 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, �r,�M�7�� ri • 5 year compressor limited warranty "W01-ted with appru"We and mn . hiow ter prow Mh 9mint charw ar'd prop"air now are vmcN to ach;e«a aged mpacily and eflioer y. kl Wabon of •5 year parts limited warranty (including compressor and this �r shwid fdlrm the manuracturgrs refngt"ent coil) chwging and err now instruCitipts Failure to oondrm proper Mw9p orb airflow may reduoe energy efAa"icy -With timely registration, an additional 5 year parts limited ax sh°'tm o°" 1i1e warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty cerlificate for complete details and Ir u` US restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Ma•k roicales a manufacturers partiapat,tn r,the program For wrnccanon of coniflclition for ncvduai ptooucts go to w .ahnduectory orq Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1', 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/183 (719 x 792 x 792) (83/67) NXA630GKA 2112 30,000 16.8 25 32-5/16 x 31-3116 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/165 (719 x 889 x 889) (93/75) NXA642GKA 31/2 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/ 120) Lf(A660GKB 5 60,000 32.4 i i 50 45-11/16 x 35 x 35 318, 280 (1161 x 889 x 889) (144/ 127) $pecAcat+ons sublect to Change without notice 421 11 6201 05 5/17/19 D CC EM ester AUG 13 2021 c�XTOM VILLAGE OF RYE BROOK BUILDING DEPARTMENT George Latimer ['ounty Executive 5herlita An lei-,Ali) Commissioner oPHealtli August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13321-21-DCDA Application for Backflow Prevention Device Kingfield Development 11 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 VI I, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: htt s://health.westchester ov.comlima 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-BFlow(C�westchestergov.com . Respectfully, Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager—Suez Water Michael Izzo, Bldg. Insp. Rye Brook �/ File fi 000 ROSE RECYCLE Department of Health 2.1 Aloore Avenue NIOLHIL Kisco,NY 105-19 Telephone: (91 l)8(;1-7296 Pr«: (91 I)r;l:3-1 91 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. 13321-21-DCDA Facility: Kingfield Development City, Village, Town: County: 11 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): Dog House Description of Device(s): One (1) — 2 inch Wilkins 950XLTDABF DCDA) Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified back-flow prevention i device tester test the above backflovr prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered'iri 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 1001 I= E71-No TuE7 CTATC r-r111ANA1CC1rg,1C:D nr-: H�AI TH BY: IJJUI-1../ 1 \ll\ I I IL .71 n I L v VI V I I V f I v v I V I r LI\ vl I ",%-I IA\Cop- L// DATE: August 2, 2021 Delroy aylor, P.E. Assistant Commissioner 1 �. YEW VORK STRTE;7EP 4RTMt;NT OF 4FA1. FEB 1 1 2O2,[ ± __ 9uredu RP ' CarninpTowe ft.." ic Water Supply Pm Report on Test and Maintenance tme GW - ,tiv�at3r Em not�,' VILLAGE OF isYE BRG' �I ^Fi��, -r -��I of Backflow Prevention Device Please use a separate form for each device. tar e years _ ompiwre ArHiro brm .Annual!W•ianple(s part A Orly i PuWl1c Water 3{mcly vOC-� + I CasriM etdde ' Lot ` t Facuity Name !�`L .► L'C- on of aevtoa Addran 11 rn.r lcz, ri m LJ L t��l 1�5�5 R Street Der Device f M1anuftclutar Type 0 RPL Model Size(in inches) serve Number IrAonrtation I i i t ti \n-s t)cv Cam?' ch.dt vacua No. check vales No.x Moir ntirat Pkasaura ttetieF une Ptsaaurs psi vary Tout hero Leaked � Leaked � Opened at Rt eta psid Date Goosed_got _�psesllgRt-- � Ir R.pure drop atxvss first check valve M D Y Z _psid Z. Cv �Py EW Repaired by entearfaitr Name Glad Lic 4 Gate repaired: � mmm of o Y Fnaltee't Closed tight � Cloaed light � Opened at!`ll-L psid 'LAq 0 n1 m Presa;ire Th drop across at check valve 2-Spsid G 4� i Water M&P,Number Meter Reading Type of Service: check one) 9 Domestic 9 H •F 9 Other Remarks(uesuibe,oafiaendee:oypasaea,ougets Wore u)e devicc connections between she device and point urentry."teeing w rubtlaquate alma",sec.) GarUAcaunn:This devcce meets, dow NOT meet,the requirements of en ac to containment d at the time Of testing I tereby certrny It-, for a;ng data to be correct. P""'"''"a cwtfhed Teaser No. ire ra e,pirenw,ogre PfgWty craters(orawn�ene""t)aq,d ban that lest was performed: oth-a�reby c t5 � ^�j� � � SO roteTeieprwae tlkm fist inataf ation la to accOrdanca with the approved plans, Re ee eotftgiele0 by tke deaipn sngtnsor or archiW.d wmior ) artr7y ttr9t ittln Ireste�aCan is it++dance vrM the approved Pions mama Russell Paiucci TWO Engineer Dona0 9 0 H Nye Dom ag LicenseNumber 78721-1 Phone(843 )337-6NO m d R�prexnunq Isr-Irre Soluticns, LLC Ccin—suA—ng--EngIneerS [3egcrlhp minor inelelletian rhangea Addrase 140 Princeton Drive city Shelton Shilie. CT Zip 015484 8lgnature fM3! Owrpl�enG��ttM w pn h 'A r"ef'Zl ng"Aanta.,re and one cony tt)nta water tupptiar vrl in aay4 a iM:;a5 mg OaviC2. h ppll.r tmmod4ted rt devise Iwe testa,d repG rc canoe]mmetlwiely t)a merle. note iay3{st>ai) r 11 Primrose Lane Rye Brook, IVY 10573 I - 2015 IECC Energy " - 1 2022 Efficiency Certificate VILLAGE OF RYE BROOK BUILDING rFPAR T MENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Gracie Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): H8 Glass& Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Heil#N9Ms 1 o0 1 aA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: .lobe Leonard Date: 2119/19 Comments Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti Address: 100 Mill Plain Rd Credentials: BPI Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 1911-11 PRIMROSE LANE RYE NY Name: Address: 11 Primrose Lane Address: 11 Primrose Lane Rye, NY Rye, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.08 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 1911 Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,235.7 (+/-2.7%) Effective Leakage Area: 71.5 in Building Volume: 35,600.0 ft3 Enclosure Surface Area: 4,044.0 ft2 Coefficient (C): 105.3 (+/- 17.2%) Exponent (n): 0.630 (+/-0.048) Correlation Coefficient: 0.99712 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 °F Post Indoor Temp: 68 °F Pre Outdoor Temp: 28 °F Post Outdoor Temp: 28 °F Altitude: 100.0 ft Time Average Period: 30 seconds Test Date and Time: 2022-01-10 10:53:53 2000 - Depressurize — � 1800 Y 700 d 600 a, 500 c Z 400 300 200 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envetope Leakage Test Test Readings: Target (Pa). Bldg(Pa). Adj Bldg_(Pa)_ Fan (Pa). Flow (cfm). Config Baseline -4.6 -60.0 -65.2 -59.4 -65.6 1,461.0 Ring A -54.0 -61.1 -55.3 -58.9 1,386.7 Ring A -48.0 -53.5 -47.7 -50.4 1,284.7 Ring A -42.0 -47.5 -41.7 -41.8 1,173.7 Ring A -36.0 -43.8 -38.0 -37.0 1,105.0 Ring A -30.0 -35.4 -29.6 -30.1 1,000.1 Ring A -24.0 -24.2 -18.4 -136.3 692.8 Ring B -18.0 -23.6 -17.9 -132.0 681.8 Ring B Baseline -6.9 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • The interval between building pressures is greater than 10 Pa. Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: l � k WC�pSC_ Wi--JF2. SBL: Zoneq Use: Const Type:. ,3 Other. Submittal Date: Revisions Submittal Dates: Applicant: A7, Nature of Work A,-- G - �`'� �` ►•� S l eview :ZBA: AUG 1 3 2070 PB: BOT: Other. ICED (•�( ) FEES:Filing: 7S,T'�BP: 11 Z l .`� g C/O: - Z t Q� ( } (,�'APP: Dated: ✓ Notarized: ✓ SBL: Truss I.D. Cross Connection: H.O.A.: ( } ( } Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( } ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt: Tree Plan Other. ( ) ( ) SURVEY:Dated: Current: Archival: Sealed: Unacceptable: ( ) (1YPLANS:Date Stamped: Sealed J Copies: -Z.- Electronic: Other. (� ( ) License Workers Comp:_�, Liability: Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: ( ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery.—Other. (� ( ) PLUMBING Plans: Permit: Nat Gas: LP Gas: N/A/: Other. ( (IJf FIRE SUPPRESSION:Plans: ✓ Permit: f N/A Other. H.V.A.C.: Plans: Permia N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( T ( ) 20I7 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.due: approval• notes: { )PB mcg.date: approval: notes: REOUIRED EiTIG PROPOSED NOTES APPROVED Onto• AUG 1 3 2020 Cirde: Em"_ Fr= ErQW Sides: l3far. N ain Cov Ate.c�v Ft Sb: H S SGFA: Im Imp: EL IMP: HHight/Stones: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: 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 $I5.00/$I1000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Mdi g Pem3it Fee Basement= T S sq. ft. x $65.00 = $ 'CS . . ' x$I5.00/$I,000.00 = $ 7 37 ° ?Fl. = ff 23 sq.ft. x $225.00 = $ 4f-3 2, 6 7s. x$I5.00/$I,000.00 = $ _ ��t • �3 2�d Fl. _ LE�> sq. ft. x $225.00 = $ 4-b 5_ '.5 x$I5.00/$I,000.00= $ �? � z.- Attic= sq. ft. x $225.00 = $ x$I5.00/$I,000.00=$ + Total Sq.Ft._ �sq. ft. Total Cost= $ 7 y ? 6��, r Total B.P.Fee= $ 2- ° Includes Attached Garage if Applicable. Total Amount Paid = $ Total Amount Due = $ Z $ AUG 1 3 2020 Date: Signed: l 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: 4CItIe ! S14uLL — rCR-rDS(,_ ! 7,>U66 1 R/ZC'H �!'lr@C� Subject Property: I [ rrl mnse, - SBL: one:1 ( �J Please take notice that the subject; 11"One or Two Family; ❑ Commercial, EKNew Structure El Addition to an Existing Structure El Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; B"irruss Type Construction(TT) Dl're-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders& Beams(F) ❑ Roof Framing (R) ffFloor 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. Dale Ucsi cssiona 1 - - 2-D Date er Date Notary Public (7) TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 �%�A CERTIFICATE OF LIABILITY INSURANCE °"Tp`M � 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 m certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT w : AOn Risk Services Northeast, Inc. NAME A e -7122 B 6 a` Boston MA Office Crwsll: (Bf6) 283 _53 State Street E.MaI y o Suite 2201 ADDRESS. _ Boston MA 02109 USA INSURER(9)AFFORDING COVERAGE NAIC f IIBURED POURER A! Navigators insurance Co 42307 SC Rye Brook Partners, LLC INSURER0: Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity d Liability Company 39318 MURER 0. INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:57DO82993250 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 LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Umits shown are as requested TYPE OF ANSURANCEa ICY EFF POLICY I" POLICY NUMBERFM L.BRa X COMMERCIAL.GENERAL LIABILITY EACH OCCURRENCE S51000,000 �OCCUR PREMISES Ea rrenCe $100.000 MED EXP(Arryone parson) Excluded PERSONAL&ADV ILIURY S5,000,000 GENT AGGREGATE LIMrTAPPLIES PER: GENERAL AGGREGATE $5,000,000 PRO- tiXi; POLICY X JECT LOC PRODUCTS-COMPIOPAGO SS10001000 OTHER n AUTOMOBILE LIMBJTY COMBINED SINGLE LIMT ANY ALTO BODILY INJURY(Per person) O SCHEDULED Z OWNED BODILYlL,IURY(Per apgdaml a AUTOS ONLY AUTOS HIRED AUTOS NON-OWNED PROPERTYDAMAGE ONLY ALTOS ONLY Per accdsnl u 0 UMBRELLAUAB OCCUR 1000579693201 /3 1110112021 EACH OCCURRENCE U X EXCESS LAB CLAIMS-MADE AGGREGATE S5,000,OrQ DED RETENTION WORKERS COMPENSATION AND PER STATUTE I IOTH. EMPLOYERS'LIABILITY Y I N ANYPROPRIETOR,PARTNEP EXECUTIVE E.L.EACH ACCIDENT OFFICE REMEMBER EXCLUDED9 U NrA (MNW*Npy In INQds E.L.DISEASE-EA EMPLOYEE MOTION daaa0a ur DESCRIPTION OF OPERATIONS below E-L..DISE ASE-POLICY LMT DESCRIPTION OF OPERATION/!LOCATIDIi!VtHBf7.tYB(ACORD 101,AddIMal RamarYs BeheduN,may be aaaehaE N more apnea 4 required) a� i CERTIFICATE HOLDER CANCELLATION 26 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street t Rye Brook NY 10573 USA Cc71 9 88-20 1 5 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers'Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Appplying For: (Legal Entity Name and Address): Building permit SC Rye Brook Partners,LLC From:The Village of Rye Brook NY I100 King St Ste l I4 g y Rye Brook,NY 10573-1057 PHONE:914431-1531 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 S100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: l) 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. 1 hereby affirm that the statements made herein are true,that I have not made any materially false statements and f make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately fumish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: Date: : 77 1 Z . ! O o ed ExeMOOP I Nkicate Number f.a �. ?a 20 24 Ila 020 NYS Worker " nsatton:Bourd C -200oln0ta ---eattill a A CERTIFICATE OF LIABILITY INSURANCE �'�1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(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 riot confer ri hts to the certificate holder in lieu of such endorsements. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANY NaME; HOME OFFICE: P.O. BOX 328 AICNNo E.t:888-333-4949 ACLIENT QQNTACT CENTER rc No:507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.CO_M INSURERS AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LJABfLITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR PAMAIOE TO RES IE,ENTED 3E MSscurroncol $100,000 MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL&ADV INJURY $1,000,000 FXP 'L AGGR A E LIMJECT IT APPLIES PER: GENERAL AGGREGATE $2,000 D00 OLICY PRO ❑LOC u PRODUCTS-COMPIOP AOG $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,DDD Ea a I rt X ANY AUTO BODILY INJURY(Per person) AUTOS OWNED AUTOS ONLY AUTOSSCHED LED B N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED AUTOS ONLY P I PROPERTY DAMAGE XJ UMBRELLA LIAR X OCCUR EACH OCCURRENCE $10,ON,000 B EXCESS LIAR CLAIMS-MADE N N 6D42337 05/11/2020 05/11/2021 AGGREGATE $10,W0,000 DED I I RETENTION WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY YIN ER ER X PER STATUTE ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBFR EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/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. AUTHORI7ED REPRESENTATIVE G 4 © 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(20161M) The ACORD name and logo are registered marks of ACORD PORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a. Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK 5 MIDDLETOWN.CT 064577-1501 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 3b.Policy Number of Entity Listed in Box"1 a" Rye Brook NY 10573-1226 6042338 3c.Policy effective period 05/11/2020 to 0511112021 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) �]X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under temp 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: Y-�— _ 04/1312020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb,ny.gov DATE(MM/DD/YYYYI CERTIFICATE OF LIABILITY INSURANCE 1/21/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONIACT NAME OTT AGENCY ��No EXt (845)895- FAX 8873 A/C NO PO Box 659 AD Wallkill, NY 12589 DRESS ottinS2001@yahoo.corn INSURER(S) AFFORDING COVERAGE NAICS INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER C National Grange 7 Ohara Rd INSURER D National Grange Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER'. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE POLICY I IN SD VND POLICY NUMBER MM)DDNYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000 000 CLAIMS-MADE F7XOCCUR PREMISES Ea occurrence $ 500,000 MPU7i 919F 1/21/2021 1/21/2022 MEDEXP(Any one pars°nl $ 10,000 A X X PERSONAL B ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE s 2,000,000 POLICY OX JECT LOC PRODUCTS-COMPYOP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY ANYAUTO Ea accident $ 1,000,000 OWNED SCHEDULED B1i77919F 1/21/2021 1/21/2022 BODILY INJURY(Per person) $ $ AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE- AUTOS ONLY AUTOS ONLY Per accident) $ $ UMBRELLA LIAB OCCUR D EXCESS LIAB CUU7919F 1/21/2021 1/21/2022 EACH OCCURRENCE $ 5,000,000 HCLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ $ WORKERS COMPENSATION _ AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR,IPARTNER/EXECUTIVE YIN WCU7919F 1/21/2021 1/21/2022 C OFFICERIMEMSER EXCLUDED' a NIA EL EACH ACCIDENT $ 1,000,000 air, (fyes, es ri eu E L DISEASE-EA EMPLOYE $ 10,573 If yes.describe under DESCRIPTION OF OPERATIONS below E L DISEASE POLICY LIMIT $ 11000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101.Additional Remarks Schedule.may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK NY 10573 AUTHORIZED REPRF�SENTATIVF� OO 1988-2015 ACORD CORPORATION All rights reserved. ACORD25(2016103) The ACORD name and logo are registered marks of ACORD NEW Workers' YORK CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHAR1 c NYS Unemployment Insurance Employer Registration Number of MILTON RD LTON NY 12547 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 141829022 2 Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK KING ST RYE 3b. Policy Number of Entity Listed in Box"1a" RYE BROOK NY 10573 WCU7919F 3c.Policy effective period 01f2112021 to 01121i2022 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partnerslofficers included) X❑ all excluded or certain parinerslofficers 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 WQ_m.3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2 Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? DYES E]NO This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend. extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print name of authorized representative or licensed agent of insurance carrier) Approved by: (Signature) (Dale) 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.wcb.ny.gov KINGFIEL EVELOPMENT CLUSTER V9 KK INTERNATIONAL DRIVE RYE BROOK, NEW YORK copy SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 ._....._..._.... ..................='**.:'.:.'_' ....__.. .111 .....__........._............................................. -- .... ....... /,// ........... ........................-.. -.. -.: -- _...-...-..- ......................... - _._.........._._._.. ._......_........... NYS Uniform Fire Prevention & Uniform Building Code: --- 2015 International Building Code, 3rd printing __..............__..._....._........................------- ......._......_.....--- _----- _....: _._.................................................._.._......................---..............------........................ _:.................................._._.........._...._._...__............_.......--•-----•-- ... .... 2015 International Residential Code, 2nd printing 1 2015 International Fire Code, 3rd printingzvz T I 2015 International Energy Conservation Code, 2nd printing 2015 International Plumbing Code, 3rd printing ..........--_------ 2015 International Mechanical Code, 3rd printing 2015 International Fuel Gas Code, 3rd printing 2014 National Electrical Code , [� F-= L C 2016 Uniform Code Supplement 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 THIS BUILDING MUST BE - Area: 10,274 sq.ft. IAIRH A PERMANENT CONSTRUCTION FINISHED BASEMENT NOT Volume: 90,141 cu.ft. TYPE IDENTIFICATION SIGN; APPROVED FOR USE AS A V SEPARATE APARTMENT OR FR DWELLING UNIT PRIOR TO THE ISSUANCE OF A C/O, A3 REQUIRED BY NY STATE UAW. PERMIT# 7 Thurston Avenue Structural Consultant Newport, RI 02840 Cameral O'neill Engineers SBL# t �Z , Z S 1, W IE 117 Black Point Lane CordtsenDesi n.com Portsmouth, RI 02871 g "TE APPRO D �Q� 401.619.4689 �. JAN 2 3 c�20 MEP&P Consultant AS-BUILTIFINAL SURVEY R.W.Sullivan Engineering BUILDING INSPECT �, ,Ilrg_e of529 Main Street#203 REQUIRED PRIOR TORye�'OO�`'NY YE BROOK C 0 R D T S E N Boston, MA 02129 FINAL INSPECTION VILLAGE OF R BUILDING DEPARTMENT DESIGN ARC H ITECTU RE G 312.42 C_ 1 1.83 =L 1 30 7 6 2 C-3,:3.7_5 C-_;G:,.3_- 4'®r, 0- 53 Cl ILI 297J7 W 30i.67 '7��""' FL 1 2,9 4.:,7 G 2 9 300 33 A FLI'IF2.67 C, 3. S7 CI C2 25 SIGN-1GE -_LI 291.67 W/O 23 XI- SLLES OFFICE-1 A 'i X2-SLLES PARKIN,- G 2?i.92 C2 24�(;�2 C I 17 XL-SL--ES PARKING C2 I W X1-Z_L_E=5 PA,R^,I N DR i 3 X5-SL.ES PARKING*- Il Z Z LU 064 BR CloSIER)( Uj 0 �-;Cc 500 X6-DO NOT ENTER un v X7 B R $-- cic� DO NOT ENTER 7 < .27o CLUSTER 0 LU U D L 5 ae Uj 3 L 12* 2 as CLUSIER 1 0 n 0 gate f U X :) CLUSTER YL FL 1 313.17 U -i i5 CLUSTER B13 M G 312.42 z- 0 ;0 )17 ZR cc U CLUSTER CC FLI 30.5.67 z gate to be 15 0 G 304.92 IccVed at all len e BL n times 22 15 ZL(31]FLI 312.17 inlink t.,nce ILI 29,1-11 rn G 311.42 16 C, M cno 79 BR C In gate 7 G 2?3.33 > r- F I ',r i7 BL 3 .92 40 13 3305.92 Fl.1 29�4,7 0 BR C2 r- 11 Z L 09 1 FL 1 311.17 71 U_ z W/o 20 C G 292 92 2 M 9 ZR 8 G 310.42 SCI _,8 FLI 306.67 C C) G 294.33 G 305.92 25 (B 0 C_ It A q -05.92 > C2 1�n M n V, rn U z 1­ FLI 294.D7 VC >1 - 1`11 C: 7 YLS ILI 310 17 DR 20 r- G 3-09.42 0 1 306.67 A 13 rn IS 0 82 FLI 295.67 C-3r,--,.9 2 W/o 84 305.92 45 CIO Sn. 5 ZR G 293.92 3. C 23 G--94.33 1 1�n A 9 n 20 rn I,nk fence 70 choll UDL nBR 3 tw 3 I LI AG 156.6 7A .2 r- Z 3n5.92 C2 25 FLI 309.17 G 9 921 :y 10 70 C I - 0 12' 0 3 ZL G 308.42cif FLI 295.67 DR C) > 21 83 5 4- G 304.42 gate !a z W/o 16 0 -L 7 C YR(B 0 G 204.02 8 1". 2 > 61 14note: LLI n FLI 305.17 maintain entire length of w FIL 1 296.6 n 40!a I Q C., 0 G 304 internaticnal drive'ree �n I- :3�-915,2 CI .42 FL 1 296.17 M C BL A 304.92 from dirt&debris or all tinies e BL 14 rn In - 01, W/o 70 XA G 295.42 @ (1, z 1 305.67 A 12 70 G 303.83 0 cc Z\ < note: 'd . Z I 304.33 39 _,0 C I41 C' 04 c' NO TRESPASSING a' \\,� @ C,6 0 C, signs on oil gotes N', 8 G 297.42 z- L.0 NOT E C2 '4 F- FLI 207.67 DR 17 lo .6 FOR DIAGRAMMATIC PURPOSES W/O 12 C2 04 33 sales FF 306.50 13 V')C", GNI-N. REFER T..)CIVIL C%4 parking 0 G 296.92 FL 1 298.17 C; DRAWINGS FOR ALL RELATED 89 G 2117-12 SITE VJ0PK < C) 15 /+diiectiono � U V) coast si;,in LEGEND- :D 0 E FL 1 208.1 BL G_, -12, A A UNIT W/o C� C I FL 303.6737 BL 6 10 0 @ BL--B LEFT-UNIT BR--B RIGHT-UNIT U -+_ U LU G 297.42 C- 2 (1) .92 CI- -C"UNII,MASTER UP F_ 0 0 13 <<1 > C2--C-UNIT.MASTER DOVJN z Z_ 0 S .0 0 LP DR-"D RIGHT"UNIT U DL-*'D LEFT-uljil a- 04 G 296.42 03 22 cl� 0. FF 302.5G G 302.42 YR-"Y PIGHT"UNIT _j Uj YL--Y LEFT-UNIT c) < (9 DR 8 C 1 z V) < FLI 298.17 36 ZP-"Z RIGHT-UNIT W U < '] C2 FLI 303.17 W/o FL 1 29 V) 7.17 0 4 0 ZL--Z LEFT'UNIT G 297.42 G 296.4z +stop sign G 302.42 W/0-WALKOUT 95 301.42 A C1 6 O A 27 (I flag man+ C, c--95 81, FL 1 302.17 +stop sign B CI C2 G 3GO.83 G_W6.42 FLI 3102.6- /Z- C 1 34 @ C1, - A4 -7 - 18 C I G 301.92 gate for Lr 7 JGO.83 emergency z -17 C, (D conchuction 98 i(l, 23 FLI 29 7.17 G 293.42 XIIe- 100 traffic only W/o 11 +stop si C I 'V,, G 295.63 2 10, locked at all C2 FLI 294.17 @ BL t 99 C2 G 293.42 A olacktop 21 irr,e< O G 302.42 G 300.92 E 5 '1" 14 0 G 295.83 G 2_92 83 145 G C2 C, FLI 303.17 j C, G 302.42 19 C 1 FL 1 301.67 102 6 12 G 300.92 C; 0 C 1 12 16,x50, G 302.42 anti-tiocl,ing 1 8 C 1 0 17 A G 3uu.33 > z G 289.42 ood 10 z Uj (D Co G 301.92 A �2 FL 1 290.17 18 G 289.83 Postt 01./ 9 <<1 C 1 0 gate rice FLI I V) CI c.C, G301.33 2,%9.42 0 0 FL 1 291.17C2 ) L__ G) G 289.83 bI0CHop1_ __ G 288 83 134 A gate for constructior, C 1 10 G 298.42 co 6 entrance&exit to be G ju G (D Fl.1 288.67 1.35 15 77 G 289.83 13 C I%_ unlocked&open during >, W/o C2 constructicn activity only. A FIL 1 29 1.6 7 G 287.92 FL 1 299.17 CZ at all other times this gate 13 G 290.92 1 r G 298.441 109 4 must be closed&locked IC I ce& DL G-)q 1.81 4-4- 3 2"7.33 BL FLI 293.17 10 G 291.83 cis 7 70 10 r 9 C-292.42 FLI 294 67 C 1 69 q- blacktop,-­- G 29-4.92 9 4 C2 106 z 5 7 A G 2?,'8 3 A 13,289-42 C I t-lack tc*1-" 17 107 41 5 1p 7 FL 1 290.17 OS46 BR C2 C 4 A,/V Cl us r,-R 3 7 ri-I 2Q9.17 18 G 29 7.83 GG` G 289.42 12 4q- Jj @ 0,-- 5 A CLUSrLc 1- G 288.83 0 C 1 10 E G 298 42 CD Q US 0 DR A 8 cis :5 74 6 C2 6 CLUSTER FF 3 G 290.33 CLUSTER DD C I I- 110 ILI 288.67 2 0 0 FL 1 299.67 W/o FL 1 29 1.6 7 73 G_96.92 W/o 4 G 296.42 1,C (B G 287.92 G BR 2 2290.02 f r'-90 92 DR FLI 2r,�17 71 DL A BRFs FLI 293 W .7 G 298.42 S /o 2 G 292.92 C 2 z FLI 294.67 23 F L 1 29 5.7 W/o ',-,298.42 G 293.92 W/o G 294.92 z UNIT GI MD LEFT UNIT A UNIT GI MU R16HT CAMERA-O'NEILL 3(�'-�• ® CONSULTING ENGINEERS Str.::aril E:g,n.yrmg._Sys�� PROVIDE#5 BARS AT 24"O.G. .n::Ir.:i7::2r;quar- VERTICALLY a HORIZONTALLY I CENTERED ON WALL.PROVIDE I Camera/O'Neill ':r:",_•,::+..i•:_.r #5 DOWELS INTO FT6.TO 12'THICK GONG.FT6. REINF.W/05 BARS A MATCH VERT.REINF. 12'O.G.E.W.,BOT. ;'� r 15'-415' w- i.)�"' PROVIDE ADDITIONAL PAIR OF 45 ":, >�`• .'�� HORIZ.BARS A TOP OF WALL COORDINATE a F FENCE EXTENSION WALL(4 TOTAL \ q'_4• WATERPROOFIN6 t ! 5 BARS WITHIN 12'OF TOP OF WALL) L AND DRAINAGE W/ `. Z Z uj - - EXTEND 5'MIN.INTO BUILDING WALL ARGH'L OWG5. g• S a�«t-: 1 "'L9 oc ; T.O.WALL ------- --- ;. :. :9 "'- ; -o, ARGHL) I I PROVIDE a INSTALL p.++uj U -- SIMPSON ABU44 OR ABU6b�51 ^ 1•�• 4 I r. T.O.WALL STANDOFF 6ASE a FASTEN I,4. r?;` O 4 1-4" U 2 - * v I'-4° 5 I [COORD.W/ TO GONG.W/s/e'DIA. V - ~ 50.1 12'-3' ARGHL) '^ EPDXIED THREADED 12'-3' S0.1 5,_b. I _I• ANCHOR ROD(b"EM13EDJ \ I 7-3151' GONG.FT6.REINF.W/• I Q I COORD.W/ARGHL I'-Dri' GONG.FT6.REINF.W/#4 FT6.REINF.W/•4 BARS A 12'O.G.EA,50'T. I I. I in I BARS A 12'O.G.EA.BOT� BARS A 12'O.G.EA,BOT.. IT THICK GONG.FT6. O O O O 12"THICK GONG.FT6. REINF.W/•5 BARS A j `' I I I REINF.W/05 BARS A 12'OL.E!^L BOT. b L----1 ---J I ------ -- J' - L----� 12"O.G.EA,BOT. 3'-2' I 5 3'-2' 3'-2' b 10'VIA.REINFORCED p ;fl 10'DIA.REINFORCED is 50.1 3-2' SONOTU13E PIER TYP. ) I T.O.WALL®WINDOW-� 50.1 s SONOTUBE PIER TYP. 3-2. 50•I (BA.F.MIN.3'-b"BELOW I I O (GoortD.W/ARGHL]v T.O.WALL 5' 5• (B.O.F.MIN.3'-b"BELOW [B.O.F.-10'-10•1 --6RADeJ_----J I,� [-0'-�'.'] - ; --------- 6RAM [B.O.F.-lo'-Io') --- - - --------- -- -- ------------------- IL ' :. Im r -- -- ----- ------ - I I--------- -- --- ----- ----- --O------- ---------� I T RE-ENTRANT PROVIDE#4x48'� -- ---- -- ---- - -- ------ --- ---- --- -- IABONAL REBAR [B.O.F.-10'-10'1 1 r- = I i TO.WALL ®BED I 'I- I ASLAB CORNERS T.O.WALL I AD'AGENT T.O.BEAM T.O.WALL _ u- UNIT %D < POCxErI I T.O.SLAB [-0'-514'l O I FOUNDATION POCKET j I aQ0' TD.WALL A WINDOW ' [-2'-3�/4') LL ;k T.O.WALL A WINDOW i a O I I ELEV.-9'-b' T.O.WALL r 1 I O [-2'-3�/<') T.O.T WALL I [GOORD.W/ARGHL) ;- O A BEAM POCKET - F (COORD.W/ARGHL] I TA WALL `r [GOORD.W/ I 7 I I I 1 [COORD.W/ ir ARGH'L) I 10'WALL I I ^ 10'WALL [COORD.W/6.G.] I COORDINATE -- PROVIDE t INSTALL ' I SLAB DETAIL PROVIDE t INSTALL Y2' -- ARGH'Lj WATERPROOFIN6 '�.�PRIN6FIELD•GAP AND 1'-10'FT6. I 50.1 OI f I'-10'FT6. COORDINATE GAP AND 1 WATERPROOFING Z AND DRAINAGE w/ I I BASE PLATES AT ALL BASE PLATES AT ALL I I AND DRAINAGE W/ I ( ARGHL DH&S. I{ I LALLY COLUMNS,TYP. I I OI I LALLY COLUMNS,TYP. I FJ ARGHL OW&S. I i j 4'NORMAL WT.GONG. Cal �- I w � •• I 5 A��,r I � I I SLAB-ON-GRADE. I I ��}. g I � I--- ---- � PROVIDE#5 BARS AT 24'O.G. U' I I - PROVIDE�5 BARS AT 24'O.G. VERTICALLY a HORIZONTALLY SEE DETAIL 'I' V-2 � SO.2 •I; CENTERED ON WALL.PROVIDE O I I I I I , TO.WALL PROVIDE INSTALL ATCALL HSS AP AND50'I VERTICALLY a HORIZONTALLY r PROVIDE t INSTALLJ4'GAP AND I'-10' 12'-bV: CENTERED ON WALL.PROVIDE 05 DOWELS INTO FT6.TO MATCH O I I r' BASE PLATES AT ALL H55 T.O.WALL I I O [-0'-5�4") SFLAl1.8E1#c ITTH7 STIR- �' I O #5 DOWELS INTO FT6.TO VERT.REINF. _ MATCH VERT.REINF. in LL:I I T.O.WALL GOl11MN5,TYP.BASE PLATES [-0'_Syi] I � � 1 SHOP DRAWINGS - T.O.WALL I� (-_- 1 ®� O 12"THICK GONG.FT6. Q 12'THICK GONG.FT6. Q A BEAM f--- i SHALL BE SUBMITTED W/STEEL I I N - 12'O.G.Ell.,BOT. Q REINF.W/#4 BARS®�- m I I POCKET I I SHOP DRAWINGS T.O.SLAB I I I I I POCKET I I m REINF.W/#4 BARS® z N 12'O.G.E1"1 BOT. I• 1 I T.O.ELEV. 51A8 S I -q,�. I t ELEV. �I'-b• I I I Q N [BDF-.MIN 3'-b' I I I �F(Cam, I SLAB DETAIL I 1 0 I I THICKENED SLAB, • I L�__-.J�• 50.1 I .. I I I _ SLAB DETAIL I + I (B.O.F.MIN 3'-6" m � 76 BELOW 6RADE) I I T SEE DETAIL , r I 1 h --- FAJ I�BFiow GRADE) Z Ib'-0�i" L4'NORMAL WT.GONG. I I Q I I 50.1 4'NORMAL WT.Clow-AIb'-0Ts' �^ O � N b'WALL I I 5LAB-ON-GRADE. m I I TYP I b"WALL I--- �. TA.WALL I I I`J I T.O.WALL 5LAB-ON-0RADE• N i Sff DETAIL 7 A BEAM POCKET I I 3 A BEAM POCKET SEE DETAIL i ---� Q Q T.O.WALL [-1'-&4] 1.rp I Z Z -I O TYP PROVIDE ELEVATOR PIT FT6.STEPS I I 6.STEPS W/ I I O ' 1 PROVIDE GONT.#4 BAR to PROVIDE CONT.#4 BAR I 3 I I I I PROVIDE ELEVATOR PIT 3 I 0 ri ` I FOR ELEVATOR OPTION L5'-0' I I ELEVATOR ON - ELEVATOR OPTION O' FOR ELEVATOR OPTION 50.1 I CENTERED AT TOP OF WALL Z 0 Q CENTERED AKALL AND GONTIINUOU�r 2,_�, I I 50.1 COOIRD,W A 1 r I I 1• W/ARCH. I 2,-�. AND CONTINUOUS BEVELED � L.L_ BEVELED 2x3 SHEAR KEY O I I T.O.WALL 2x3 SHEAR KEY AT WALL AT WALL BASE I I T.O.WALL ' T.O.WALL s� - { �. < I I [-0'-5Y4) • �• - l BASE (p A BEAM POCKET I 20'-2' '-10' ABEAM POCKET U I T.O.WALL r I I T.O.WALL Q r- I I ABEAM I [-I'-EOs'] 2b I I 2b [-I'-Wi] ABEAM I f w U Q I I POCKET I T.O.WALL 50.1 I I g I I O O ' BA F 10-10 1 TO =< I 50.14 TA.WALL I POCKET I "v `n [-1'-F4►'4') I I O BEAM b I 1. h---- --[_r ----- - A >1 Q b O BEAM L-- FJ�J [-1'••Eyt'4) 1 L --J POGKET 50.1 p T.O.EL.EV. I ' -1 TA. `� S0.1 POCKET I PROVIDE(4)#4 VERT. I PROVIDE#4x4b' a9 f / O W I PROVIDE#4x48' PROVIDE(4)#4 VERT. BARS AT PIER I DIA60NAL REBAR [B.O.F.-10'-10') [-I'-�'4 l SIM [-I' ') m�I PIT 5 51M 1441'+) m -- L AT RE-ENTRANT ---- V.-10'-b' ------ ----- _-__ __ ~' ELEV l0'-b' [B.OF.-10'-10'] DIAGONAL REBAR ---- BARS AT PIER F---- - ----------- - - --- L- -- -- ---- ----------- AT RE-ENTRANT • SLAB CORNERS. LLJI SIM I I 1 SLAB CORNERS. =� r- �' i ---------- - --- --- ------ 5 0 IP. I -- --- --- ------ ---------- I I j - 10 I I r FT6.5 W/ [B.OF.-11'-10'] 50.1 O I I I• [B.O.F. II'-10") 1 r , ! 10 T + 10'WALL I I TD.WALL 50.1 I i I I 1-O' T.O.WALL 1 I PRfT/ID t INSTALL ELEVATOR OPTION W/ ATOR I - I -. I I W/ ATOR PROVIDE t INSTALL I I ABEAM I 50.1 ABEAM I BEAM POCKET AND P.T. IN THE EVENT OF SEP TE I I FT6.STEPS hU I I'-10'FT6. ELEVATOR OPTION BEARING FTC7.STEPS W BEAM POCKET AND P.T. I POCKET :I 11.-0. I I POCKET BEARING PLATE TO POURS,PROVIDE t INSTAL05 I ELEVATOR OFTI I FT6.S W/ O I I I I [-1'-&4] � I ACCOMMODATE BEAM. x 30'LONG DOWELS A 12' I I 1 SLAB DETAIL I I ELEVA OPTION ACCOMMODATE BEAM. I [-1'-f�'4) 1 1 I i I O � Q as I I I PROTECT UNTREATED VERT.DRILLED t EPDXIED I O `LL I 50.1 1 PROTECT UNTREATED I io I I 1r- I I FOK W/b' A BEAM I' I LUh�ER WITH BUILDING I -- i b"WALL b'WALL I I I LUMBER WITH BUILDIN6 I I .1 SIM T.O.WALL I I I 1 I FELT,TYP. 3 I pC x I b POCKET I FELT,TYP. I I I I O I SLAB DETAIL q3 v 4'NORMAL WT.CONG. I SLAB DETAIL I I I I I'-b'FT6. 8'FT6. I I I r I I 50.2 I SLAB-ON-GRAVE. I 50 [-1'-E�'4') ! �; I _ 1 �- - J I I TIM 50.1 I I SEE DETAIL PROVIDE t INSTALL I I I ip 50.1 I I L _J l_____��. I I 5 I BEAM POCKET AND P.T. I 5 I I - I T.: o L I I BEARING PLATE To I I T.C.KALE I I , o 1 L --- --) I 50.1 4 NORMAL_WT.GONG. �' ILL , ACCOMMODATE BEAM. I I^ A M �I I 4'NORMAL WT.GONG. w IM`�1 I I L- L- ---- J 0 (j 1 I 1 I SLAB-ON-6RApE. I :r O PROTECT UNTREATED 1 O P KET SLAB ON-GRADE. 5 nn ll W PROVIDE(4)#4 VERT. I 10"WALL 0 SEE DETAIL I m N LUMBER WITH BUILDING j [-1' 4') m i SEE DETAIL 0 I I 10'WALL I ` PROVIDE(4)#4 VERT. W z B AT PIER I I I I 7 I I T.O.SLAB FL3T i I r I I 4 8 I I I I BARS AT PIER 1 1 i 1 1'-10,FT6. i ► ELEV.-I'-0"A Q O I'-10'FT6. I E wcl T.O.SLAB I a GARAGE DOORS T.O.WALL I I O N ' I 2 T.O.SLAB I 1 v F_LEV.-1--0"A 6ARA6E DOORS I I [-0'-51'4') I 1 ELF/.-1'-0'6 I 5 F_ T.O.WALL I 5 50.1 a< I I IN THE EVENT OF SEPARATE I [-0•_5y4-) ! I GARAGE DOORS iL I I 1 0 I POURS,PROVIDE a INSTALL 05 U I O x 30'LONG DOWELS A 12"O.G. I L I I I nn`` O I I VERT.DRILLED a EPDXIED INTO [---- -- ----� 1 I : I I 1 O W co p I I I I I I MN.W/b'EMBED. I I O 1 I IN TIE EVENT OF SEPARATE I I IN THE EVENT OF SEPARATE I I T 4- ;� I I POURS,PROVIDE I INSTALL#5 I I 1 POURS,PROVIDE t INSTALL 45 I I I ILL 4 I I x 30'LONG DOWELS A 12.O.G. I b o DOOR - - ---- - I I o u 10'WALL 1 I TA.WALL -1 I -I I I 3 x 30'LONG DOWELS A 12'O G. I / 10'WALL I f VERT.DRILLED t EPDXIED INTO 0 I, � b WALL l� VIERT.DRILLED/EPDXIED INTO m C I-10 FT6. I [I'8') - I I � I FDN.W/b'EMBED. � 50.1 - I'-10'FT6. � I :o I rL FDN.W/b EMBED. I ^I - • 50.2 0 I T.O.WALL TD.WALL I L ----- -- -- --------� I �fM O T.O.WALL T.O.WALL 1 I O 1 I I b I (-0•_5y4•j A DOOR _________ _ __________ __ 1 LLT.O.WALL,�J LL I I T A DOOR [-r-b•l T. I i ° m I --------------. - ------- -----.----- r. i 4 [B.oF.-4'-b•] 4 -------- - ---.----- - --- ------- ' f I •• I = - _- _.- -- B.O.F.-4'-6'�------_ - 50.1 i- ___ __ __--[B.O.F.-4'=b'] _ - ---- - - --I I I I { cnW-1015/-7 e [4-4-1 T.O.WALL p in -------- -- --- ----- 50.1 I 8'-0' 10 I 50.1 -------- ---------- 8 51M tlb'-3'000RD.W/ARCH'L 50.1 SIM 8 50.1 50.1 tIb'-3' 14'-b' t4'-4K' COORD.W/ARGHL tl'-Id5' t1'-10V COORD.W/ARGHL OUNDATION PLAN-CLUSTER Y-E6RE55 WINDOW5 FOOTING 5GHEDULE @iZALE _ FOOTING FOOTING :114-I-0' O.G. NOTE: ID TA6 SIZE REINFE.K 130 G.G. NOTE: FOUNDATION PLAN NOTES: F 2'-0'x2'-O"xl2'THICK (3)#4 EJ^l.BOT. I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION O'-0' F2.5 2'-b'x2'-b"x12"THICK (4)#4 E.W.BOT. REFER TO INDIVIDUAL BU I LD I N6 2. ALL DIMENSIONS,ELEVATION5,SHELVES,BEAM POCKETS,GUT-OUf5,UNDERGROUND UTILITIES, F3 3'-0'x3'-0"x12"THICK (4)#4 Elul.BOT. REFER TO INDIVIDUAL BU I L D I N6 PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, DRAWIN65 FOR DETAILS AND GEOTEGHNIGAL,MEGHANIGAL,ARCHITEGTURAL AND ALL OTHER TRADE-5'DRAWIN65 PRIOR F4 4'-0'x4'-O"x12"THICK (5)#5 E W.BOT. DRAWINGS FOR DETAILS AND i TO CONSTRUGTION. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, i ADO'L INFORMATION 3. LALLY COLUMN' ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE cur-0UT5, UTILITIES,PIERS,FOOTIN65,SLABS, ADO'L INFORMATION 14'THICK"SPRINGFIELD"GAP Alm BASE PLATES AT ALL LALLY COLUMNS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 4. SEE 6ENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION I SPECIFICATIONS CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADE-5 DRAWIN65 PRIOR TO CONSTRUCTION. ` 0020, ............... ........... D. .............. z z U-1 -290 67�N 1: -29=0 67 w -,Ic F -------------------------------- U.8 ----- - ---- 0 LLI U 7- 5 gr I ad u ......................................................... ............................................. ........................... 1 I� I 1 I 1' I :f: --- G: �i -------------- .......................... ....... .................. .......................................................................................... 111 10 L ........... Tza Taf, -------- ------- -------------- C3 ---------------- Fr' ------------- ------ CL 40 II +291 I7 +291.17 I £F'• �/I � I�: l�. � '' t ri ri 0 +2)0 73 T-7 HI. ........................... ---------------­------......... Hit I: Z ..............._­­-,­-, u Lu j ........... I. ——————————-- F I�: J: I. r———————— ON, it CD CN I lilt .......... ................ C.89=83 =.290-67 litii' ------------- ----- C%4 7C) UNIT UNIT TYPE"CI LEFT" 078 IT TYPE'A' �O 7 7� UNIT RIGHT' 76� UNIT TYPE'A' 077 UNIT TYPE*CI RIGHT" 076 UNIT TYPE*CI LEFT" L�7 8� T TYPE'CI IGH Q) E 0 -#1- 0 NOTE: NOTE: NOTE: NOTE: NOTE: NOTE- 0 z U SEE_-z 1'-0-SCALE DVJG*s ON"Cl LEFT' SEE 4-:1'-0-SCALE DWG's ON"A" SEE X"=1'-0"SCALE DWG's ON-CI RIGHT- SEE/'�-:1'-0-SCALE DWG's ON-CI LEFT- SEEX"z 1*-0"SCALE DWG's ON W SEEY-%I*-0-SCALE DWG's ON-CI RIGHT- I Ln SET FOP ADDITICHAL 11,�-o SET FOP ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. LL_ FIRST FLOOR PLAN ROOF PLAN Li u _j SCALE 1/8'=1*-0' SCALE:1/8'=1*-0" Lr) < uj U < 102-0 27 0 .7 2b-0' ------------- L k -- --------------- -------------------- (D 0 zc Ht CL T.O.W.z 290.73 0 Z ui Q) re 2 o V A 00 CHH) Z—J i —� �1 I/\� II ' El 46 to 1.4 �Sz 4301 34 L----J, Is' ------------------------- J, 17 lui 17 F/I IL F 7 ET I _j A I V 1. It _j 7 P i:. ...........1 It--------i--"--i 13 ILL L2 -------------------------- .......... ------ .......... ............... UNIT TYPE LEFT" 078 UNIT TYPE W 077 UNIT TYPE'CI RIGHT* 076 UNIT TYPE"Cl LEFT' 078 UNIT TYPE'A' 077 UNIT TYPE'CI RIGHT' 076 NOTE: NOTE N-)T E: N T E: N 3 T E NO SEE/:.-=1'-0**SCALE DW(-;*s ON LEFT- SEE 1*-G-SCALE DWG's ON-A, SEE X":I*-0-SCALE DWG's ON-CI P SEE I'-V SCALE DWG's ON"CI LEFT SEE 1'-0-SCALE DWG's ON-&- SEE I*-0-SCALE DWG's ON-CI RIGHT- Zn , Is G�D 2 9 ZO7 3 AIF 1290 73 SET FOP ADDITIONAL IN.-FO SET FOP ADDITIONAL INFO SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO BASEMENT FLOOR PLAN SECOND FLOOR PLAN I- SCALE:1/8'=1`0' SCALE 1/8'=I'-0' Z Z W LLJ GWU 0 U S �? U .y o ce U a�ro c.a _ ---- - — — \ -- CLAr ---- - .^I m - 0 -- - - i :... 2 T.0 SUBFLOOR\ :_....................... ---------...- __ T 0 SUBFLOOR _.... _ -- _._....._............_........._.._.........._._....... ... .._ ©E \ ® ® PH ® t__L_1_: ® EEO ' E8 L11_ :_l_1 J ® S 111 — _ ,�T 0 SUBFLOOR .... 7 0 SUBFLOOR ► _ _ - - -- N_ I I I I v—=1rT1 Lu S: 1 -- ---------- - ---i------------------------- --- ---------------------------!I y I I '------------J , I rr------- +-- I I --- I IL_JL J_J ' 1 I I I I' 11 i I 1 1 I 1 1 i I 1 IL_JLJ_J A S T.0 SLAB J I —_-_._.._I .— c T.0 SLAB J - r— _...--- - CD - - ----- - ------- ------ ---' ---------- _ C/) Z cV UNIT TYPE'CI LEFT*)`078) ;� UNIT TYPE'A' 077 UNIT TYPE*Cl RIGHT' j76 UNIT TYPE'CI LEFT' 078 O NOTE NOTE: NOTE: NOTE: Q SEE' 1-0-SCALE DWG's ON'Cl LEF I- SEE S_=I•-0-SCALE DWG's ON'A- SEE'/_-=I•-0-SCALE DWG•s ON-CI RIGHT SEE;_=I* -SCALE DWG•s ON-Cl LEFT- > N SET FOR ADDITIONAL INFO SET FOP ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. 1 -0 FRONT ELEVATION LEFT ELEVATION �' o � c c " SCALE 1/8'=1'-0' 3 SCALE 1/8'=1'-0' O Z U Z Lu Q O ►_ x °- Lu CK w U -j iu �- w () Q I. - - _..................... --- - ......... F E I I,. 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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 Portsmouth, RI 02871 CordtsenDesign.com D IE IE W IE 401.619.4689 MEP&P Consultant James A. 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I;.'-N :'.IF h NJAIJ A)nF--IVF:�::(N�:),'MING VI-`:'X%%1-1-1=1_0 AI-V_EX zAIN1 F114ifIll =AIL'�l,','P hfill-A('.I,':P -_�AKL.)LV.If:1%'F.-!4 VAI If F NISH.�4eC\IUE A St'i.ND t.'O1J_;'C_IIMT 3EI-JE2--f IfIRL.-_u.'jF.-Stj­L-,F!�-.'E�, z AITH zC.W-'QH-11JCE spc:r;__-ici.j_­�;­_,S--:L-'-N-.-v BE U-C'_'. ­ ATTIC ACCIFS!;P_-__-r)C-'h\J ST4-\'S SFALF-.NITH VJFA--iFRIS--�f�PING OIJ C'ON/Fri I'IST-'LL CCRRC-10A RESS%t.T-4.Rt-VI_'RE S-ITAB-11 F:'.4Z-._C-�1-T_'L EILIF�74.,­EAT.��_L_VI-ITER&K1_1\.VER7*i 7!CSiL EF.-C-11-1.'I[_t;-X­,!--i R__-C_,��I R-_S� z " - - � RUOI`SIU�ITILIAG.APA PJJED*t'EXTERICIP.-3RADE.PRCItl DEE=-\NEL CLPS AT IlD SPLJ�,=CR SPANJS CIREATER FL-CF-SI-11; 1�;H'-O.Jc.ING IC�'AVH z WITH CXNEP/_r%!t:-f_-__CT 7CR SELECTICIJ 5 rIfJ'_-*-i C7 HLLRUW.�RC t��.-�_-R-2-LIMINI-IM zL 117 CO-DR DRICR-'-- VaAD IS--j_A-I�k^__IF`j Ukl.)V.1 If I=I 4L F--O;.4N--L 4N\JI:_S �� I I-AN?_-fix F-Cl-SSt-1:WAJ I F-A I 1­41�';-I Al,�S)_�-Al-1)I It C7.-: __ - - , , -)).'C.:)X P YWX.0 OR"to OFIFINITIF-)UPAN')RnAP�,'O.F.F.) -F�_�;EP AND VE1 I-ILA � _-ES 41.111\JILETS-^.01115 .'I?Z'.%-Cf.I'_Z-',)_ATI:A%"cv:zcs 4 11ALLSHE4rHf\(,:APA PATF CH'I RIK(- Vl Rif Y AC Itl PAN I S ONJI;0_-il:.SVJ NG 1):X_+'-,,IN L-A�I C LQ.XRIN'-'.I'P:)Vll)-SH.',A'(;PANING-_,I�: T C44 r-P' G If';U'*NAJ 1.Fv_)A�1)0-A-3) Afi--II1IF-.F^PP-VIFA Fl�4','15-:41-LE ANND D - - - - - r . 0-001111) FL 1 307 67 C,30 C 4 FLI 292.67 FLI 294.67 0 C2 A CI r- FLI 2q] VITA� S6 C 1 IV/O3291.92 C 2 A G 290 92 A C I q A-, 0 C 2 Q DR G BR z Z:� LLJ BR CLUSTER DL E a Lu u < el 3 C y o CC 0 ui CLUSTER 33 0 got- C I* YL L" FL. 3.1. u CLUS-%ER 8b 17 312.42 CC ZR C�usl FL 1 305.6 z I, G 304.92 gate to be jence. locked of all &01,1410 B L r) is times 22 V; C: I Z L 0 A FL 1 312,17 t,_nce 18. FL 1 219 4.617 C, G 311.42 DMIC C BR C IT/ gate' 0 Z7 0/9 G 293.33 > 20 BL F 1 5.67 3 .92 0. 30 rn 7C 13 C_3-5 9- FL 1 293.67 BR C z 11 Z L ::L 1 311 17 Z_ 20 M 9 1,;310.42 G 292.92 46 > Z R D--3 C I ;C n rLI 306t, -C G 294.33 3 S r_ i A n > C2 L/I �n rn r-1 70 FLI 310.17 rri ac u z n 70 F7Y L G M FLI 294.67 DR 0 1 306.0'7 A 18 m 309.42 `A.'/r) Is 0 82 FLI 295.67 45 G 305.92 M 30 15.92 CIO ;V ) c ZR(2.)] C-293.92 <:3 A G 294.33 n 9chainlink fence nBR BE 3 0 �,__ Y L '6 _-'2 7AI C z 305.92 C2 z 16 FLI 309 17 ro C I G 294.92 ' -0 G 308.42 20 0 3 L FL 1 295.67 DR 0 21 43 G 304.42 gate S z W/C. 86 16 0 -z 7 C '-"4 1 YRS 0 rn G 294.9'2 S 2 �c 9 V) 0rtd - note: 5: 0 14 Lu 0 > FL 305.17 maintain entire length of FLI 296.67 42 Q: 10 (V 10 42 G 304.42 international drive free @ G2_95.92 C) A rn 0 fiorn ditt&dt;:bris at all FLI1 2,9617 W BL "'o W/o L 14 M rn times 7 70 x 0�1 C_295.42 10 z G 303 83 0 130567 A 12 C;70 K", 0 C I (D note: 'C' < CD 0 3041.33 39 C, JC-,TFE�SPASSII IG C, \\N 3 S @ C%, signs an all gates 4 88 G 297.42 �0 I(/& �1011' LLJ FLI 2-7.67 M C2 C) NOTE S DR 17 io FOP DIAGRAMMATIC PURPOSES W/0 12 C2 04.33 soles FF K;j 50 F- G 296.92 Fl.1 298.17 ONLY REFEP TO CIVIL 0-4 DRAWINGS FOR ALL RELATED 0 89 G 297.42 7 SITE WOPK. 15 8 A directional < U const.sign LEGEND: A- -.N-UNIT FL 1 298.17 BL 10 '-,97.42 E 4 N. N 37 > BP-­B RttHT**UNIT 0 W/o Cie FL 303.67 BL -f-0 Q BL--6 LEFT-UNIT u - G 297.42 G 2.92 �n CI- "C-UNIT.MASTER UP LLJ u 13 <<1 C -C-UNIT.MASTER DOWN 0 (3) 0 '.5c, -0 z 0 z C) 11 DR--D RIGHT"UNIT (f DL-"D LEFT"UNIT u G 296.42 0 - CL 9.1 FF 302 G 302.42 YR--Y PI(jHT-UNIT 0 rZ Ly- 6i qj YL-"f LEFT-UNIT I 6i 93 DR CI u < oc b 36 ZR--Z RIGHT"UNIT LI-1 < FLI 298.17 C2 FLI 297.17 4 0 FLI 303 17 ZL-"Z LEFT"UNIT UJI U < W/o 296.42 stop sigr G 302.42 111/0-%VALKO1JT G 297-42 95 .4 A CI Gr 6 0 9 A 35 27 2 G 302 42 r_-29-5.8.' FL 1 302.17 flog mon 4 (9 C I G 3uu.83 C2 -1 L A O IL G 296.42 FLI 302.67 0 17- Ci a -.4 I'll 0 4 CI G 301.92 A C',3100.83 18 gate for Ir 7 r% 1p emergency 98 @ 0 FL 1 29 7.17 G 293.42 23 consttucticn W/o 1100 ..top si C 1 41 traffic only& G 295.83 2 e (D 16 locked at all C2 FLI 294.17 0 BL finie, Z (I C2 G 293.442 @ A blocktop-,,, 21 99 5 C', 101 G 302 42 eel, G 300.92 5 14 G 295.8.3 A G I'Ll 30.17 C2 epc, 0 3 I'Ll 301.67 C, G 302.42 19 C 1 Q ed" 102 6 12 G 300.92 0 X�', @ 0" A C I C, P 12 G 3-32.42 11& co - 16'x50' zrl- anti-trockino Ci A "89.42 po :3 <0 17 G 300.33 13 d -1 0 10 e(fl, e, C-301.92 A LP.. -0 (<P, 18 .\e '00st roll f C 0-4 FLI 200-17 9 <<1 %V IrD nce FLI 302.67 8 15 C I U G 289.42 8 ✓ 703 F 1.1 -:301.33 C2 a) D_ b ocklopl--,- G 288.83 104 C-289 83 10 C C4 A gote fat consrucl on C I G 14 G 298 42 FL 1 288 67 IG5 6 ei-lionce&exi;to be 15 77 G 289 83 -\% Lnl-,wr-ked&open dviing 1.3 C 1 W/o C2 cons.rvcfion activity only A Fl.1 291.67 G 287.92 \S 13 G 290.92 FL 299.17 of all other times this gate 15 G1298.42 4 must be closed e.lockeo C 1 C,46, _�:) 0 TA 0 DL G 291 83 2 7 "FL 1 2 9 3.17 E BL 7 G 291.83 C 1 16 2 0 9 0 q G 292 42 FLI 294.6- 4 yir, CL 293 92 C C2 cto 106 Ste68 0; 5 7 A �D 29 7.3 3 1 A107 fe 1 5 C I blacktop-,--' 17... ........... ..................... 41� 7 0 BR C2 FL 1 290 17 3 -7 /J/0 /is FL 1 299.17 14 - CI Cl! A.1 'u- CICI il"Fe Z_ 12 ij V(\ 0 5 A CCU r" C I r--,29 8.4 2 G 288.83 0 '?66 10 1,110, A US DR 75 8 /Y/,y 1E Cie 74 6 G C2 6 ...,.V ...... ............................ ............................ ...... G 2116.3, ER DD C CLUSTER FLI 283.67 21 FLI 299.o,' FL 1 29 1.67 73 .-7 j ...... W/o 0 4 G 298.42 G 295-92 G 287.92 W/o B R ---------- G_30.92 r-,_29092 DR DL ET 4 10 0 FLI 299.17 PIER 22 C31111 BR W/C, _Ll"93.67 C-293.42 W/o C2 G 29 2.9 2:4:z LL IE I 4 B.- FLI 29-1.67 23 W/o FLI 295.67 G 208.41 UNIT "Cl" LEFT UNIT "A" UNIT "Cl" RIGHT C-293.92 W/C, G 294.92 -—————————————————————- ———————————————————- Fol z z LLJ 0 ui U Of Lu _2 0 u L; 3 Q 0 DAR ----------------------------------------------------- --- - -------------- -------------------------------------------- -- ----------- c a,, 0 zP TEMPERED 1-61 CSHT 3763 CSMT CL TEMPERED Tt:-11PERED (5"2 x& 0 v E V) C.Ln U 4,L_z- 10 uj 10 a 0 Z1. C, Lu _j Tc'J UNFINISHED Z 1 43.1 UNFINISHED z UTILITY UTILITY 4 q4 FINISHED FINISHED :r.rr ZTA BASEMENT BASEMENT 5 0. 0 ri v) rp t:— 6 r Lu ELEV II:I -% I I -:5 t MACHINE 2 0. �p_ �p- r .1b U -- CD CN CT WALK-IN ('PT 2)7 1, 5' V) N 'B�ATH- CL z SHELF ---------- < C"4 32-x60*'TUB CL W/Slick'IFR 0 E 0 Z U ------------u -2x6 I N T.IV41-L _��l A A 41n (D NQ 07* ELEV I U- F. < OR !0 0 r4 11.T@10' L.: 40 UP CL CL V 15 R E 0 2 re LIJ j Vol TAIR a. u L-------------- 4 _: u L/11 _j ELEV. ------- u Lu < IT 2x6 INT WALL U z 0 u 10 U-EI—TOR t, A50\/E T--r= roR ONEXCiAVIATED 1 IL =-AT :SLAB O 0 T r- -13 k\—\-- T GRADE, HOT WA IE R Z TANK 1ANK Z "a IL---- Z SEE\OK-AA-�0,T HVAC =A';`\/E-:NT FLS,:k ELEd. 0 PANEL 0 =L Q 0 A --A UNEXCAVATED UNFINISHED -Z Z _j 2 SLAB ON GRADE UTILITY cr 1 2 uj r_ A�3O < Lr) (n 3Ui Li- C\4 U-. 0 01 1 (D z 0 Z G_ 2i c C\4 u 0 0 _j _j _j 0 :7 a. 0 E 3>0 CL 4f BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN SCALE 1/4*=1'-0" SCALE I 4*=1`0" FLOOR AREA"Cl"UNIT: 7. BLSEMENT: 7---6 SO FT. RST FLOOR I.Z-'L S).FT. SECOND FLOOR: 118?SO FT. 0 L: 5.532 SO.FT. GAPAGE: 1.79 SO FT. 0 2' 4 a /OLUME: 29.682 CU.FT. 0-000, r�-\ _�> �_�':ice `. Z Z W :R _u T U, - , uj < a H + J { G u+U `i at �'a 1 OC 0 W p x WD.DECK OR U '•� '' t BLUESTONE I + .3 Q _ U ------------------- -...... PAVER =3 0 a --- C + ----- - •\?O�/[arc\ ---------- _ECr, ' + J'763 CS-T I l� `` PEr%ED 3'53 CSMT ❑ 355L Dt- 356L D!_ 36'_•! D� z u l• i•i /, � O TEMPERED � , I , 3753 CS11T I ;743•CSh1T ;7„f_SMT TEMPERED uu b 3 a' 9 I I =iEF.>=•!i.A= r--- I+ \I ILED C_wSH II o F=__� i i c SEA TEM1' ED ,_ , -- ------------------- '; ; MASTER ,t G DOG N c= y ----------------------- LIVING BEDROOM ; ', O u ROOM IF —J _ I f= =_=_- ------- -------- �,• z. Lu w L 1 S114K DI'/ ' ' 'r _ 6• KITCHEN _ --- L/;_ MASTER a L 1 i A3.1 43I ;G-FIT �v F 43I a3I BATH I v u ` 2 VAN TY i O� • -------- T N n - 1 -;c--\ --- PEFJ,1 --------------------------------------- --- 4 LV T� N W � PANTRY `'e. _ -l=�_- I'-C- 1DD �.cr-T LLJ CV J6. \ i 70 Lu 216 INT v14LL J �� 7 a• ti , . -YF.1 I x n. e' I 1 vCL ac ��"•' _' -11' v -° �� O WALK-IN ti o z ,, I Z � � m +z 0 �1 PEGIm DINIIJG ° CL ;° BEDROOM#2 0 ;t i of Q Z U SINK `'6•I e ZZ ROOMFZ o-I' - I- 1� N L V ti N C �_�-HCR Z Q e• MUDROOM ���6- _H_ �-<1=P��"FOR ROD 8 SHE1 P ti I ,� I , Q_ O I e _ s I I In n- '�` Ll JG'—IG1' Q• I I ' O LU 0 O N ' 1 I, J "' V I w \ I 1 ��.VUZAIL I I w lL Q Vi a3 0 1A3 01 a a3 01 N 43.0 I V �I o ELEV ,ee _ ,;; ELEV I S IDU N 0 ++ I T 10' t / -UP n� , In 36 1`L2" �' DN O ^ + STAIR t) ` I R Ea - + \ ! RES.ELEV r: /_ ES L V :1 S A R _ -WALK-IN a L Ili I Zx6 INT.W4LL J+� I 2x6 INT.WALL ar+ , C� I) HALL ,t,`,FLUE �— 2x TINT.WALL u '1 --J---� ----`---- ROD 81 HffLF u.,Q,�- , I SINK �� T----- CHASE i L > - LF-'.LC�\G u- CL _w �+N"� LESTONEa9-VANITY .N Z.�rCc�ocR = T-=) -. 1 +n o �+ �'v..^-'r✓ 1�`� s LAUNDRY ; 'o. 1n TERRACE 2 U„ - I- Z ;o FOYER ,, -, t a _�',�c�•✓C n.>_L;3 I r-5G'K�J' b BATH ,a + --_.._---------• Y '=' V';T:��/F_' J !) I ' �T- V I 6 3w0, I V O e• \VU/_ \ + , \ ul J. 011 I+ GARAGE ~ _ -- -- - --j-- Z -�_ _ 6d Xi b I ALK-IN L CL tI _ CN ------------------- ---- 2 I I 2 2 BEDROOM#3 I �2 _ N A3.0 I I I �� --I•C I r11 I I DEN I Z I ' I I O I I � - i u, 3753 CSMT 375`+ S'-lT 37'_ C::•1T _ u' ' 16'0-x8'0-OVERHEAD \ -------- -- -- �^^� .� l) -------------- --- -------------- ------------ ---- �— I . '3 0 l'+ N`Q '753 ZSMT '2)3753 CSMT I•i --- _ I - - Y . ! 1—•F- •I - —ti- -Gyp I'-�� ----- - ; -i G-✓ 4-'G 3 0� -Ci=��R.\ J= a SECOND FLOOR PLAN w/ ELEVATOR 2 SCALE I/4'=1'-0" I FIRST FLOOR PLAN w/ ELEVATOR SCALE 1/4'=I'-O' • s Y FLOOR AREA"Cl-UNIT: L BASEMENT- 756 SO.FT FIRST FLOOR: I,LLL SOFT SEC:IND FLOOR: 1.152 SIFT. TC+TLL. 3.3i2 N10 FT - x I;a?A;E: L79 SO.FT 0 2' VOLUME: 29.582 CU FT. t 0-00) 3 Z Z LLJ C..R Lu n r4 >C) ,Q� < 0 ui U 0 0 WD.DECK OR 0 al— w uj 0 BLUESTONE 3 0 .......... PAVER 3 0 u u ad u L sa-------------------- F D vi C. T E-_r�_ - <rc 0 --------------------------- E------------LU----- Al r- \PTEmPERED 3763 CSMT 3753 CSMT J56"Dt-i 6 L.DH 66L D Dr '76'CSMT 76'CSilT '76L CSf,!T TEMPERED TEMPERED 0 A 011 cr TILED SEA I C> V jF�l GLASS D6DF MASTER 'M LIVING BEDROOM 2 ROOM A 0 x V) SINK D" �j KITCHEN MASTER al > I I:� Lu u ol -3 BATH )"N Y Lr) ------------------- % - 11 0 \T ---------------------------------------r___ A \IT`5 bib J, c:) C) --------------------------------------------ol 12 < CN 1.-::". u - PANTRY I > 7 HCIDD ui —I CHOSE -4- • fil 0 Ell 2x6 INT WALL Lu r CN r,FZ LLE klo LJ "j Vir 1 70 157, 0 /­ \-"1 ..10 Z 70 PED BEDROOM#2 �j $INK v N DINING (1) z 0 Li ROOM 5 Q Z /47_7A--4C;Z WALK-IN < Z U '74 1 1 0 till, Ln (D MUDROOM f CL A k 0 01 L 0 X J­ a- 0 T__ C\i 0 Lu `V u LlLi L11 I < DI <Lu H u 0 CL 14 T@ 10) ;;� V.) IST@ 0- Itm tu I T@ 10- D I 6R ED UP N 40 STAIR I R ED 10 A 5 0/_:E ROD a SHE116 Lli-[WALK-IN k STA R I OF HALL q -2 x f,I N I VJ t�L L C L 2A6 INT WALL uj U--\FLUE Er ------------- R 5 PkQfF LU,, T- EL CHASE 0 El L Z 11 SINK d uJ nq 99-;i&kjlry-r__r--_L05 NS 2C' U- CL LESTONE LAUNDRY j --,v4 x cl, UJ J. I r' ;> I 1Z FOYER 0. tERRACE 5_3 6.0 z 10 2f V) O.L C/) BATH 1-0 !J -7.•rlJ A < V. U- ------- i L _:-_:1 0 1.--7 2 -1 \\ / Z GARAGE z uj C) Z'co__)w\ m \11, 1 0 co 4 'L 0 F_Iz 57 10 J co 1_1� - .2.- *7 =R=E F V, k'o z CL z --------------------- x 2 2 2 BEDROOM#3 2 U (�)• CN 7: A 3 0 443 OF NA3 Or* NQ Or CN DEN V) 3761 CSMT 3761 CSr-IT '.5765 f_SFIT %., o u 16'0-x8'0'OVERHEAD :pp --- ----------- -------- �3 CL 375't - -1_j =-4 'j, -mT 43 0 S. by:: 3 Q 0 _22 6 r SECOND FLOOR PLAN- NO ELEVATOR 2 SCALE IIL."=1'-0- FIRST FLOOR PLAN- NO ELEVATOR SCALE IIL.'=1'-0" FLOOR LREa"Cl-UNIT L SE m E,\j T 755 Sc).cT S_FLOOR: SECOND FLOCIP: 1.182 S-)FT 7r -1 A P A ri E: L.79 SO FTti 0 2 IjOLLIME: 29.66?CU T 0-00010 Z Z uj uj '3 0 uj U J ce in uj 7 0 u x 5 DIj IoIDS 1 0 DAR L, L----------------:--------------------T-7---------------- ------------------ a°c���` C. ........................ j i i` �{ ii °{ i�! � his 0 Ili > ................................. ...... ui CD I � II ij !` I 04 2: C*4 < F Ur,1�1 0 'N—�r 0 < 0 LU < LLJ LLJ u it It Z DS CD 0--il-4NEY 0-1 --i NSET R —N::ER 2 Z cl*4 [-s C 014 0 OD.S TY=. 3 0�4,3 n ROOF PLAN L SCALE 1/4'=1*-0" tc 0 tt: oj Ac, A-_ &............................ ........................ ......... 8 Z Z '3 1,10 LU 0 M -,W/DOOR NOTES:RA<[:5 ...__ I­ ��` , \ ��� TO HAVE MuNTIM PATTEPNS,AS SHO I-)ON E 0 uj U .21 1. ALL WINDOWS/DOORc, 3A 8. uj 2. REFEP TO FLOOR PLANS To CONFIPM lVALL T:11cKNE'sR. -3 PROVIDE f--Lj',Tr);-1 Sl-:: '.V-S Ls 0 0 L ':IN L CIC'.1 u -Dkllr 'F=T,r GLLS, D ::"R-:: L. PR DE SL c ac j -AL ................... D.5 �ool D C.P4, _. .. j -0 0 n.i:;%4 r =1j, 7 4. 7 K 23 1 12 12 E PVf,TR�/ 10 ...................... ............. ... 10 AZZC_\� ............. M T.O..-S.UB-FLOOR O�T 0 SUBFLOOR K:' 2 2 T 12 v LEA:;ER5 _j 7 .......... > Z AATC T--R I j T. c-S_ LU �*T 0 SUBFLOOR 4kT.0 SUBFLOOR 01, CD KT0 04 LZ A:;CP, \-O O;ZA NAr7r :7RA NAr7r- -3 2 L31 0 C'14 Lli I LU ckl- 2 FRONT ELEVATION REAR ELEVATION 0 0 Z T 0.SLAB SCALE IIL-'=1'-0' T 0 SLAB SCALE 1/4"=I*-0" celf L�n B B z LLJ ---------------------------------- L_ _j -------------- ------------------------------------------------------------------- 0 < 0 ------------------------------------------ --------------------------------------------------------------------------------------------------- ;7-: X It LL LLJ Q: u 6i (.1-1 < I— ui u < A F- L r 3 1 f7 L E v E,N:.E.R 0 ................... .......... '-IOTA_r_-',lNr--Y ............... .......... A14 S_ .............. .............. W 12 Z 7 10 ......... ... .................................................................... '-lE!TA_'---A=F-\J�;? AL_^NC�OAS-E ............................................. .... ............................... . .............. _;R5 Z3-:2 F1,R v .......................... ................... fl� Lo A j CN -- I I- _..::1 I_: .�_ I - C-4 z:;�A L%J:F, .............. _A- ;Roo= 12. V) T 0 SUBFLOOR -3 Qk ju --------------------------------------------------------------------------------- --------- ------ 2 L A7 PN� F A lAkE5 IL 7­' D.Sz. -A 71 LLJ ................. (Y .......... k -2 ZS A. ;�kT 0 SUBFLOOR r L-------i CD 2 1 (_3 I OAS, 1-2- R r 14 C ZZ AID .3 1; ATIO\ 1-1 N 3.1 AAT:'A-_= CONf—=A:� T :FI;-AR—,;;ZA.L t,/ IZ I P-IN K/AE _F,---T;R=F=-:; • SIDE ELEVATION IL r E. .Till.- 3 0 2' L' 8' Z T 0 SLAB SCALE'1/4"=I`0' B rr ----------------------------------------------------------------------------------------------------------------------------------- -------------- -\7 7-- 8 7 12 10 Z Z LLJ LLJ o 8 0 uj U oc 3 1 ce ui 0 A--I,-- u u /=--\L— L S 52 C 0 7 4. _'3 1 12 A- 2 ,J�T.O.SUBFLOOR u- rl . ......................... 0L.JMN D 5. F-7 V\A T--;Z LL L 2- 0 /2;z OV'-=F;z > Lu 36'H T.O.SUBFLOOR c-S.. cl-4 0 CN ..........................2x4 .... .................................r AD. Lu 7C) NTO -0 Lu 0 :z B T 0 SLAB z LLJ < J\ N-C 1,N T A' Lu 7,;P,A\45E A- HA-- uj I .............................. ---------------------------- \/77\E- t, Lu Q REAR ELEVATION w/ WALKOUT .................... ............................. ... ................ .13 2 Z SCALE-1/4'=1'-0" ..................... A- 0 .............. ......................... R,00F(TY=; i01 > ............ ............................................. ....... .......... ........... .......... ....... ------------- - AL_A Z 3 T' 0 .............. 1 0 7 FF F F _F 'T . ................... ------------ ........ ----------- r 12 T 0.SUBFLOOR 10 C-4 A ..................... ................. ...................... ...... .................. ....................... ...........................................2 --------------------------------------------------.......................... ........------ .................................. 0 Z -------------------------------------------- .................................................. ........................................ ...... ...... tSi. L ....... Di: F- F ...................... .......... T 0 SUBFLOOR -- -- - -—-—-—-—-—- - -- - - -- ........... c 3 ja3l --- 0- ---------------- -- Lf"lz;:,:OV--P, FRE=L.A._'E _�CVER TE=?Il\AT f�\ r--------I F-------I B TO SLAB SIDE ELEVATION w/ WALKOUT SCALE'1/4"=1'-0' s_\1_5.0\ 0 2' 8' v �J V_.LA 12 Z Z W L t W U z f Ln auaU 12 r q U 2 _' p E - 10 -- -' � U U VLLA_C � oc � ROOF C/ BEDROOM#2 �� HALL WALK-IN c CL BEDROOM#3 �d��?c � 12o���' a 10 V 01 a 2 T 0 SUBFLOOR —_— ''=''-----__— T 0 SUBFLOOR ,i 1 3 �r C-A;;ZA!-- o DINING `� MUDROOM CL ,� DEN GARAGE z ROOM O h 1 W !Y J T O SUBFLOOR — T O SUBFLOOR W- \' \ ` t` ��\ ( _�;: - �';.�- TRS @ DOOR -•III -- r_11.It. r... :X.•. �. Y�. y G _ Y r- CD iJ �:: r-_m i L. --lW--�IEI_! alEi i=: -_. z 0 FINISHED y � UNFINISHED -'�G- ~ � I C L n - ti CN - BASEMENT >_y UTILITY '= u �- 2! i) _ V) B!, T O SLAB i T.O.SLAB I — Z U co BUILDING SECTION 2 BUILDING SECTION w SCALE:1/4'=1'-0' SCALE 1/4'=1'-0' N Q 6i w U Q V) O =/• -Imo_<G_��_ v i_ GYP 5Y IF.CRGLA, ICJ\C W t\: =JA<C A-TCVJA-fi\ -•NCR=A\ - I _ z � O O MASTER BEDROOM HALL BEDROOM#3 N % l r 1 C - 7111 _ D - - AFRO/_C `NC4 J �_-- I�cC -^. =I\G =•\\_-- T 0 SUBFLOOR G-C= I = n l 7. cC 2 OKZ S=R.AY FOAM1 I - - Ln _ W _ � SEPARATION WALL DETAIL -N=_LA-- SCALE:I-I/2•=I'-0• - -' SEPARATION WALL DETAIL 8-\�EL Y AY OA rt .• I J 4 SCALE:1-1/2•=1•-0• - _ J��! O KITCHEN MUDROOM GARAGE T 0 SUBFLOOR _ =1 -- - -- T.0 SLAB r^-'• -� —`---- - — @ DOOR �� _ G m � m m a m .�® -- - -'gym'-..::�>:::�'.:�®>-•<:;• .� � '__ _ T ... ... ... - !Ir-1 ::31:::ili: - --li•_3 _ - :::1�::�ica•----•- - - - - - „1_ili?:- - __.I f .. ( ..:I��" -�'fl1:�_II-= -=:Ili-1•.i .. x • �9 CD V- EP H N" FI , WALK-IN �J CL UNFINISHED —AP=R _� �YF UTILITY 5T:Cr EJ\ _i(�' N_LLA-=/I-\__5 CL U - 7E] Op SEPARATION WALL DETAIL =��= -- �, i SCALE I-I/2'=I'-0' n T 0 SLAB -- _ ' - ---- -- --------- 0 2' 4' 80 BUILDING SECTION 3/ SCALE:1/4'=1'-0' 00-? AA—_ A A' _j 12 . ................. AL PA _j z z Lu N' T.1b Lu U pv:,� A, HLJH LL P T R V. ce 0 Lu P/S T i7, D T u % V,.AL u • L z A. 0-LI-iN u PA N- -7 =_=_A�/=A N L At _L r;.- .0\5 -Rl*-/=A VT AD 0 n AR C.Af, PORCH EAVE DETAIL MAIN RAKE DETAIL DORMER RAKE DETAIL (6 8 (9, DECK DETAIL -0 SCALE 1-112"=1`0" SCALE 1-112"z 1*-0' SCALE 1-112'=1*-0' SCALE-1-112"=V-O' 6 a. L 3 0 MAIN EAVE DETAIL AALL SCALE 1-112'=1*-0' T I\S —. O TH =C__A 5 cl TO=-r- NOTE PRIOR TO INSTALLING SHINGLES INSTALL GRACE"ICE 6 11; llj�r WATER SHIELD'OR APPROVED EQUAL SELF-ADHERED cii z RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES PA N- L-t-, - 0 F-00-17 5-I\6L_ EAVES RAKES VALLEYS.HIPS ROOF-TO-WALL INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE > ExT F_�^:) ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO E A. C) Lu cl� AD ROOF ROOF SHEATHING INSTALL'ICE&WATER SHIELD"FROM THE ECA�l PA T L 17 1`1 - RA- EDGE OF THE ROOF TO MINIMUM ZL.'INSIDE THE EXTERIOR N_3 J WALL LINE INSTALL PER MANUF INSTRUCTIONS EE A�0-/E V) ON t PORCH EAVE DETAIL CD 0 10 < CN .1 SCALE 1-112'=1'-0" F- LLJ FOUNDATION DETAIL ---i N::7-=- SCALEi 1-112"=1'-0* 1\15-4 153=51, •L:;>I\C- -:-AL;ER 06 =\0 N=ER=-D^:;.:;,�Ofo= 12 r_,_A_zzc_,O-:�10\s_ V) C114 5T 5=RA.Y F-LIA." 10 Rol:- SZE 2-.4 -.\7.^A_L CON5' =-,--,ARD=At\- I\v_A,-ION D=' A L P E r E A L .4 0 \j F_ 0 30 U 7 U-i Ar_ _x 0 TA:--:F;ZE--.)Kr.. T 0 SUBFLOOR - T.O SUBFLOOR t-6T 0 SUBFLOOR --—-—- lk T 0 SUBFLOOR 2 21,1 2-W7- 21% --------- V -ZR. CL -T < 5 ck: Lu G u tij Lu u < IN- S EP-%F;Z 51c, 0 A 10-N V4AL- - LL-X RA-NO 6:`6 R OJ-TER 10 A5.1 A3. 5-1 r_ 45 1 3CE 16 5':2' -—----- 12 L f,OR \417:,-V4 AS- . :,�= =0-•_- Z �_:;LIAZIF__ 1 0 ATT=-\LA-ICN 5 - A R:,�FA NT A R3=A:S --A.=D A (D A Z • 3L L I fS,A:;;, ­rr-,TE-ZF;Z-\LE ty W .0-WAK I R T r ��R c.o N ATI­NS 0 r_R Ni E-Tj:;-r- 0 -4 N.CON .5L A9 e"A u rOA'-1 ... all F, T 1\5j-,\rION =C;AF;ZE;=At\- n-r=. 0 F,-- A\T A T,= RE T 0 -71 R=----LOOZZ OVE-T AI\T E T A 2 A 7 9:---A L Z A 5. Lj (J�T 0 SUBFLOOR t--, rj T.O.SUBFLOOR kT 0.SUBFLOOR V VkT 0 SUBFLOOR CN ............ J. :1k I ...... CCN-S.HEPAIRA-ON KAL_ I-ND.KAL_ TI: : V) RE C��\C AA-L --D o I,-' RCN c,\1::; r I c,4 7 A 7 -A FA • L;'---\L 2 A- EA S. c ---------- F0J\:;A-,:;N V\AL- F;Z= TR. -,�RAL D/\5 NjCiTE 7 IV r &LL%V,)DO 0 LLL WOOD r A\D, -T -1P. :5_A6 IN DIRECT C0IqTAi:T vj/ IN DIREC N.�LON:_E__AF_ CONTACT vil C 0`1 Z RE T E SHALL BE SHALL BE E�A*,R I< PRESSURE PRESSURE TRELTED 'mF_A\/EI_ E -IPA EA,r--E ON En TRELTED Ate. =_-O L 4,I_ A�I T.O.SLAB T.0 SLAB T 0 SLAB T 0 SLAB B B B B T— F, R :rlr-F:Z- D;ZA N P_RAI\ -71 z L C Z I \-'Z. -;;ZE N. f,T I\,f7. F. -R=-\=R 3-R -1� Z__ 7�:7RA N 7 Nr WALL SECTION SCALE:112'=1'-0' Z WALL SECTION WALL SECTION WALL SECTION 3 SCALE IIZ"=1'0" SCALE 112'=1'-0' SCALE:112'=1*-0' ONEIL CAMERA•ENGINL CONSULTING ENGINEERS Camera/O'Neill I 12'-3' .' GONG.FTC,REINF W/r4 a 0 0 i i,Y;::• �., r Z Z W T BARS 912'O.G.EA.BOT. S�S S�6 ,_T. n ( t " K .•aJ Y,,.r ) y W .✓Wait'h'. ,� J N CNJ 0 C O I O `er �,•� 0 u v / W - 1 -- 1 2'-b�7• '.a i oc W L Q- O 10'DIA.REINFORCED I'_4• 4 1.4• O = 5 0 c 50NOTUBE PIER rrP. 3.2• I 12'-3' So.1 PERMIT SET z B.O.F.MIN.3'-6"BELOW 01 7 GRADE)2�• :13WA NG.FT6.REINF.W/tt4 RS a 12"O.G EA.,BOT. 12'THICK GONG.FT6 COORD.W/ARGHL t9'-b" ' REINF W/95 BARS a 01 L-- - L---J 6 12'O.G.EA,BOT. 10'DIA.REINFORCEDJ 5' 50.1 5, 3'-2 SONOTUBE PIER TYP. 3�2- ADJACENT--�- 50.1 43 UNIT 5' 5' B.O.F.MIN.3'-6'BELOW FOUND TION (B.OF.-14'-0°] -----GRADE)- (B.O.F_-10'-10"] - - ------- - ----------- -- --- ------------ -- - ------------------ - - --- ,• - 1. rin i �--- ,----------- - - - --- -�TA.SHELF ------ - - - T.O.SHELF I---------- ------- ------ ------ - - -I I FT6.STEPS I T o•WALL [-10'-2') I J 4 AD GENT I T.O.WALL T.O.WALL } I T.O.STEM 7 ®DOOR T.O.STEM I IQ z�- UNIT I I -J+ ®BEAM (-0'_5y4"] I I v w [�,�.) [-l0-2] (-9'-6') T.O.WALL :Q E F TION I POCKET } I it I LL � T.O.WALL®WINDOW O 50.1 [-5'-10"] i 4 O I [-2'-33'4') I r T.O.WALL 51M i io I i ° (GOORD.W/ARGHL] I [GooRD W/ I I 10"WALL i Im �ni 2 I I 10`WALL i ARGHL] } COORDINATE I s } PROVIDE d INSTALL)i" I ( w�OF ISPR N6Fi I�F1.dD!cTAP A� -`-t � 'n I I'-10'FT6. 45PRIN5FIELD"GAP AND --1 PROVIDE(4)FULL I g z I I'-10'FT6. WATERPROOFING Z BASE PLATES AT ALL I i T.O.WALL STEPS BASE PLATES AT ALL I I AND DRAINAGE MV I I LALLY GOUIMNS,TYP. I 4J HEIGHT AT WALL STEP' `r l I LALLY GOLUMNS,TYP. I YJ ARGHL DWGS. I I O FT6.STEPS LLJ 5 _ 1 �� 50.1 I O 50.2 I �r 5 r -�PROVIDE a5 BARS AT 24°O.G. 50.2 i- I 50.1 �: VERTIGALLY d HORIZONTALLY I PROVIDE t INSTALL)4'GAP AND I- I PROVIDE t INSTALL V GAP AND � � •' I� CENTERED ON WALL.PROVIDE P- I ' IASE PLATES AT ALL H55 ►' 1 O 05 DOWELS INTO FT6.TO MATCH T.O.WALL BASE PLATES AT ALL H55 � I I,• T.O.T WALL COLUMNS,TYP.BASE PLATES I GOLUMNS,TYP.BASE PLATES VERT.REINF. ,n ( [-0'-511') -- T.O.WALL 14 I [-0'-`�'s'] -- T.O.WALL I ti SHALL BE SUBMITTED W/STEEL (' - m 12"THIGK GONG.FT6. SHALL BE SUBMITTED W/STEEL f, i 12°THICK GONG.FT6. E SHOP DRAWINGS I POCKET BEAM I-- REINF.W/tt4 BARS o I I SHOP DRAWIN6y5 I I POCKET Im - REINF.W/tt4 BARS a Z T.O.SLAB I 12'O.G.E.W.,BOT. I I T.O.SLAB IT O.G.EA,BOT. ! ELEV.-4'-6' I [-r-(a►'4l i I g I i EL.Ev.-9'-6• [-r(al',•] yu I Q O [B.O.F.MIN 3'-b' I I I SLAB DETAIL ��U I I 'I [B.O.F.MIN 3'-b' CL 04 CD I 1 SLAB DETAIL BELOW GRADE] f/ BELOW GRADE) Z 4'NORMAL WT.GONG ib-0y; I I '✓✓ in O N 50.1 Ib'04: I I 6'WALL I SLAB-ON-GRADE. I I b'WALL U I T.O.WALL SEE DETAIL I I ~ V) i I m i 4"NORMAL WT.GONG I I ®BEAM POCKET ' I Q O I,• SLAB-ON GRADE. } I ( [-14•) `Q I SEE DETAIL NP 0 I •, I TYP O -� Z � 3 I i PROVIDE GONT.44 F 6.STEPS W/ I PROVIDE ELEVATOR PIT 3 I - PROVIDE CONT.tt4$AR BAR CENTERED AT ELEV TOR OPT10N I t5'-0" FOR ELEVATOR OPTION z } T.O.WALL 50.1 I 2'-�• TOP OF WALL AND W/ARCH. 50.1 I 2,Ss' CAND ENTERED AN11ou5 BEVELED 2x3 O 0 i 6 BEAM I CONTINUOUS BEVELED i T.O.WALL I SHEAR KEY AT WALL BASE a LL POCKET <, + I SHEAR KEY AT ^ I ®BEAM POCKET + - i w - (I'-EV'4) I T.O.WALL I _ (-1'-(a�i] ty T.O.WALL U di I 6 BEAM I I w O O1 I 2b I a BEAM I I w U Q POCKET I 6 _1 Qi I 50.1 T.O.WALL I POCKET I I ° h 0 I T.O.WALL A--� T.O.WALL 1 [-I'-641 I ( I Q b a BEAM I } a BEAM 6 BEAM � f2i I Owl i T.O.ELEV. Y? 50.1 POCKET L-- F3i ° POCKET a? PROVIDE 44x46' I I PROVIDE(4)tt4 VERT. I PROVIDE#4x4b• I PROVIDE(4)$4 VERT. POCKET POCKET SIM 50.1 [-1{�V4•] m DIAGONAL REBAR BARS AT PIER PIT SLAB o 51M [-I'-!�',') en DIAGONAL REBAR BARS AT PIER [B.O.F.-10'-10"] AT RE-ENTRANT J I I ELEV-10'-b' -- -.O.F.-10'-10'] I �[ •� �---•- - ----------- AT RE-ENTRANT I - - -------- SLAB CORNERS SLAB CORNERS ' � I a I _ I I r --,. I ------- ----- --------� I r - 11 ----- --- ----- ---------- f I I 10 i [B.O.F.- i r I I 10 i I I I T.O.WALL I'-0' I I I.. W/ELEVATOR I TA.WALL I'-O" I PROVIDE d INSTALL } ®BEAM i ., I 50.1 I PROVIDE t INSTALL I I 50.1 ( I BEAM POCKET AND P.T. I pOT I• I I BEAM FT6.STEPS W/ BEAM POCKET AND P.T. I l POCKET I I I I I'-0'I I. ELEVATOR OPTION BEARING PLATE TO BEARING PLATE TO FT6.STEPS W/ I ACCOMMODATE BEAM. I I [-I'-E�','] i I I O I O Q I ELEVATOR OPTION ACCOMMODATE BEAM. I [-I'�'4� I 7 I I I I I I ( i4 Q L i PROTECT UNTREATED PROTECT UNTREATED I I LUMBER WITH BUILDING I I. I b" LUMBER WITH BUILDING I i } 8•KAU FELT,TYP. i ', I I I I O I FELT,TYP. i I I SLAB DETAIL ;I I SLAB DETAIL I I I I I'-&"FT 0 0 1 I I _ I I '' I I I r-b'FT. p I I I' V I •I' I 50.1 �.� I .. I I � _-1-J I I' I ir_ v 0 PO< 5 0 O� m i I 4'NORMAL W.GONG. w IM 50.1 I i (-- -- � m I I 4'NORMAL WT.GONG. ~� SIM 50.1 I I � L_- 4 SLAB-ON GRADE. I`� 5 i I I 4 51.AB-ON-GRADE. ' SEf DETAIL 0 i 10'WALL i PROVIDE(4)><4 VERT. SEF DETAIL p I 10'WALL PROVIDE(4)tt4 VER' � :i• I V-2 v I I i I BARS AT PIER I ••: I 50.2 I � I BARS AT PIER - � r- } g r-lo•FTC. I g r-lo'FT6. I l N I I T.O.SLAB w I I cv I I TA.SLAB I '- L0 I i ELEV.-1'-0'a GARA6E DOORS iL i I I 5 I I ELEv.-11-0'a 6ARA6E DOORS I I 1 5 I I i 50.1 I I IN THE EVENT OF SEPARATE 0- POURS, I a I :• I 50.1 lv1 ``•d IN THE EVENT OF SEPARATE � nn`` O W I POURS,PROVIDE t INSTALL tt5 } I I^ I I PROVIDE d INSTALL tt5 J i x 30'LONG DOWELS a 12'O.G. I _ I i I O _J x 30'LONG DOWELS a 12"O.G. I O N I- VERT.DRILLED d EPDXIED INTO I VERT.DRILLED t EPDXIED INTOr-- FON.W/6'EMBED. IN THE EVENT OF SEPARATE I I T l� FDN.W/b'EMBED. IN THE EVENT OF SEPARATE I I POURS,PROVIDE t INSTALL 05 I I fl POURS,PROVIDE t INSTALL$5 I I _J --I _ I 10"WALL ILL -- x 30'LONG DOWELS®12'O G. I 10"WALL r- x 30'LONG DOWELS®12'O.G. I I O I I I Z n` DJACENT r^I I I I rn � VERT.DRILLED d EPDXIED INTO m (D J 3 VERT.DRILLED d EPDXIED INTO I I'-10'FT6. I 3 J ri FM.W/b'EMBED. I I I'-10'FT6 - JAGENT V 50.2 r FDN.W/6'EMBED. I UNIT I j. I "aa i I UNIT 'I I 50 2 i I, - 0 u" T.O.WALL TD.WALL = TA.WALL 1 O I F AT10N i I? I T.O.WALL T.O WALL T.O.WALL I O _ F ATION a DOOR I I O ®DOOR - mI I [-0'-5ya"] (-0 94 l I 1 O I [-0'-`�,� [-O'-5yi•] �I I [-I'-b') LL- -- --- - - ----- - --- ----------- - I o ° I l J ------•- ------ - -- ------ - - I o a ; I� o = I i J Ig o _ I Y IZ -- Q L---- --------� I -- I [B.OF.-4'-6'] I I --- -J r- I h I L- SO.I 8 -------- ---------- SIM 5O1 ----------J 51M I 50.1 I 50.1 - tl'-Id5' COORD.W/ARCH'L t4'-41V 14'-6' S'-b' tl'-11K' GOORD.W/ARCHL t4'-4K' 14'-b' FOOTING SGHEOULE FOOTING, FOOTING, �AE N PLAN-WALK OUT BASEMENT A FOUNDATION PLAN-EGRE55 WINDOW ID TA6 51ZE REINFORGIN6 B "=1'-0" SCALE:1/4°=1'-O" F 2'-b"x2'-b°xl2"THICK (4)tt4 E.W.BOT FOUNDATION PLANFOUImATION PLAN N0�5: F3 3'-O"x3'-O'xl2`THICK (4)tt4 E.W.BOT I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" F4 4'-O"x4'-O"xl2'THICK (5)tt5 E.W.BOT 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, PIERS,FOOTING{,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, GEOTEGHNIGAL,MECHANICAL,ARGHITEGTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH TO GON5TRUCTION. CIVIL,6EOTEGHNIGAL,MEGHANICAL,ARCHITECTURAL AND 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH GONGRETE.PROVIDE YZ'THICK'SPRIN6FIEL.D•GAP AND BASE PLATES AT ALL LALLY COLUMNS. ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. _ 4. 5EE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION 4 SPECIFICATIONS G CAMERA-O'NEILL 4 CONSULTING ENGINEERS 'INTERIOR GONGRETE �n PROVIDE d INSTALL SIMPSON P.T.POST, SLAB ON GRADE w/bxb uj WI.4xWl.4 W.W.F.SLAB A131,166(OR ABU44 AT 4x4 SEE PLANS Camera/O'Neill SHRINKAGE CONTROL JOINT V;. CONCRETE SHALL BE POSTS)STANDOFF BASE d (PROVIDE 5AWCUf JOINT O Cl = PROVIDE AND / 3000 Psi MIX W/NO - FASTEN TO CONCRETE PIER W IN GONG.SLAB AND FILL w/LA ~ INSTALL CORNER DIA.EPDXIED THREADED �- ADDED AIR ENTRAINMENT BARS TO MATCH m AT H.5.5.GOLUMN5,PROVIDE AND INSTALL�'GAP ANCHOR ROD(5"EMBED) H.5.5.STEEL COLUMN OR r EPDXY AFTER SLAB CURES) PLATES AND BASE PLATES.GAP AND BASE PLATES SIZE AND SPACING CONCRETE FILLED LOLLY r SHALL 6E SUBMITTED WITH STEEL SHOP DRAWINEf�. �',�"r'v'RUN HOR BARS OF HOR WALL 36' COLUMN,SEE PLAN j T�� , 10 MIL.POLY.VAPOR LONG REINF.E.F. AT LOLLY COLUMNS.PROVIDE AND INSTALL RETARDER.LAP E06E5 "SPRINGFIELD*GAP AND BASE PLATES. b'MIN. IL FASTEN GAP PLATES TO BEAMS W/(4)-1/2"DIA.LAG ., SCREWS AND FASTEN TO CONCRETE FOOTINGS WITH(4! (� '0'DIA.CONCRETE 50NOTUBE - ,., - "SHIM SPACE COMPLETELY PACK w :w ¢ z z ` _ WITH N.5.GROUT TO ACHIEVE FULL :'• b'THICK COMPACTED BEARING ONCE COLUMN IS SET IN PLACE i �°DIA.EXPANSION ANCHORS.TYP. /t�� W W .0 GRAVEL BASE LAYER. r GONG.SLAB ON m PROVIDE d INSTALL L U = LM15TURBED VIRGIN 501L T.O.SLAB EL. GRADE,SEE PLANS Z (3)#4 HOOKED PERMIT SET u OR GOMPAGTED GRANULAR FILL DOWELS Q CONCRETE WALL INTERSECTION Y_.f y x x X -1 t( K'-•)(, R-•y--%,__.X vI • V I.SAWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. °. OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE r ,. ti' �! • • SAWGUTTIN 7 EGUIPMENT. CORNER BAR5 TO MATCH 51ZE AND B.O.FOOTING EL. ' r 2 B.O.FOOTING SPACING OF HOR.REINF. MV5EE PLAN SEE PLAN FOR El•SEE PLANS 2.LOCATE 5HRINKA67E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT FOOTING 51ZE AND MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING u REINFORCEMENT CONCRETE 50NOTUBE DETAIL,TYP. SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A IS:I LENGTH 4 TO WIDTH RATIO. m SCALE:3/4'=1.-O' 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY 5UB5TITUTE PRE-FABRICATED PLASTIC STRIPS INSTEAD OF 5AWGUTTIN6.SUBMIT CATALOG GUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING APPROVAL PRIOR TO USING. 3 GONG.SLAB ON SCALE:3/4'=I'-0' GRADE SEE PLAN 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE 5LAB5-ON-GRADE GONT.04 NOSING SHALL CONFORM TO ALL REGUIREMENT5 OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND TURN W W.F.DOWN AGI-360 AND AGI-302. 2'-b'MIN.LAP SAP'TYP FACE OF PIT INSTALL IN51DE (2)#4 BENT BARS T.O.UPPER SLAB CORNER BARS TO AT BOT.OF FOOTING •.�- -.___ EL.SEE PLAN MATCH SIZE AND _ SPACING SIZE AND J TY.INTERIOR SLAB ON GRADE DETAIL t 24' - Q 0 u N WALL REINF.E.F. STEP VARIES. M Q ;o Z 0!;-:p ALE:NONE SEE PLAN u T.O.LOWER SLAB O 12 I (3'-0'MAX) #4'Z"BARS -�- .'- El SEE PLAN N T2n(: 2 MIN.LAP a l2'O.G. 12 >w2 ALL AREAS SHALL BE-� 8 #4 SLAB BAR5 a 12'O.G.EA YPICAL) GONTINUOU5 PROPERLY COMPACTED WAY®SLAB MID-DEPTH FOOTING AND PREPARED PRIOR TO CONCRETE WALL CORNERS uiT.AT CASTING NEW CONCRETE BOT.OF FOOTING (j2.>5!E6ZTlONTHROUi9H ELEVATOR PIT b"MIN. (2)#5 CONT.AT C 3/4'=1'-O° � (D56ALE: TYP REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTINGO NONE DOOR JAMB BEYOND �.APA RATED WALL N 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS a 12" 36" SHEATHING,SEE c/) 76 SCALE:3/4'=1'-O" COORDINATE SLAB EDGE O.G.a GARAGE DOOR GENERAL NOTES. J N DETAIL WITH ARGHL OPENINGS 24' DRAWINGS 2x6 WOOD STUDS®16"O.G. Q VU UNLESS NOTED OTHERWISE• TRIPLE 2xb SILL(P.T.ON BOT)FASTENED >` CONT.04 NOSING T.O.SLAB FASTEN PLYWOOD TO ALL TO CONCRETE WITH I"DIA.x 12"LONG Q D 2xb WOOD STUDS a Ib'O.G.UNLE55 2xb WOOD STUDS®I6'O.G.UNLE55 _ _ _ - PLATES WITH . NAILS®4" HOOKED ANCHOR BOLTS a 48'O.G. AND c • O.G.EA.PLATE,TYP. 6'(MIN)FROM BUILDING CORNERS,WALL � NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR T z SHEARWALL SCHEDULES. SHEARWALL SCHEDULES. T.O.WALL ENDS,AND DOOR OPENINGS. Z IRVEL.SEE PLAN • 1 GONG.SLAB ON DOUBLE 2xb d P.T.2x10 SILL FASTENED 2 GRADE,SEE PLANS PROVIDE AND INSTALL FELT BOND Q_ TO CONCRETE WITH J'DIA.x 12"LONG DOUBLE 2x6 d P.T.2x10 SILL FASTENED _ T.O.WALL BREAKER WHERE SLAB IS POURED #4 CONTINUOUS BAR a 8'WALL AGAINST FOOTINC?A-LALL,TYP. U J w HOOKED ANCHOR BOLTS a 48'O.G. AND TO CONCRETE WITH "DIA,x 12'LONG TOP OF WALL V) Q 6'(MIN)FROM BUILDING CORNERS,WALL "T d 6 APA RATED 'Td 6 APA RATED T.O.SLAB Lu U HOOKED ANCHOR BOLTS a 48"O.G. AND � w Q ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR 6'(MIN)FROM BUILDING CORNERS,WALL PLYWOOD SUBFLOOR b"TYP CONTINUOUS ,_, EL.SEE PLAN ENDS,AND DOOR OPENINGS. BEVELED 2x4 T.O.SUBFLDOR T.O.SUBFLOOR SHEAR KEY,TYP. FL.SEE PLAN EL.SEE PLAN #4 CONTINUOUS BAR CONC.SLAB ON jk T.O.WALL T.O.WALL a TOP OF WALL GRADE,SEE PLANS FL.SEE PLAN • EL.SEE PLAN ; - FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL -PRE-ENGINEERED - Q 8'WALL O PLATES WITH bd NAIL5 a 4' PLATES WITH bd NAILS a 4" FLOOR TRUSSES, B.O.FOOTING f D.G.EA.PLATE,TYP. ,. O.G.EA.PLATE,TYP. SEE PLANS EL.SEE PLAN ` CONTINUOUS 2 05 CONTINUOUS (2)#5 CONTINUOUS (2)#4 CONTINUOUS b' , BEVELED 2x4 TYP. SHEAR KEY,TYP ^` () FOOTING SHALL BEAR ON BARS a BOTTOM OF VJ BARS®TOP OF WALL PRE-ENGINEERED TOP CHORD BAR5 a TOP OF WALL -' NATURAL,UNDISTURBED FOOTING BEARING FLOOR TRUSSES, 5UB-GRADE OR PROPERLY _ Z SEE PLANS GONT.P.T.2x6 L E06ER FASTENED COMPACTED GRAVEL FILL. TO GONG.W/0.157 DIA.HILT[TYPE a - f P.T.2xb BLOCKING BETWEEN X-U POWDER ACTUATED FASTENERS TRUSSES FASTENED TO GONG.Wl T SECTION THRU GARAGE DOORS B.O.FOOTING _ O 0.151'DIA HILTI TYPE X-U POWDER a 16'O.G.5TAGGERFJ7.CEILING _ STRAPPING SHALL BE FASTENED SGAIJ=:3/4'=1'-O' (2)#4 CONTINUOUS � 0 Os- ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)bd NAILS FOOTING SHALL BEAR ON BAR5®BOTTOM OF BLOGK.CEILING STRAPPING SHALL '' NATURAL,UNDISTURBED 1-8. FOOTING = co Y �- BE FASTENED TO BLOCKING W/&d I SUB-GRADE OR PROPERLY NAILS a 8'O.G. J COMPACTED GRAVEL FILL. = W APA RATED WALL 2x6 WOOD 5TUD5 a 16'O.G.UNLESS - I SHEATHING,SEE NOTED OTHERWISE IN PLANS OR 8 SECTION THRU GARAGE WALL = GENERAL NOTES. SFEARWALL SCHEDULES. = r 1 N • DOUBLE 2xb SILL(P.T.ON BOT)FASTENED `��-E:3/4'=1'-0' " FASTEN PLYWOOD TO ALL TO CONCRETE WITH g"DIA,x 16"LONG 3(�' - W 10"WALL HOOKED ANCHOR BOLT5 a 45'O.G. AND '• 10 WALL PLATES WITH 8d NAILS®4° (y O.G.FA.PLATE,TYP. 6'(MIN)FROM BUILDING CORNERS,WALL x 0 • ENDS,AND DOOR OPENINGS. #4 SLAB DOWELS a 12" 24" _ • O.G.a TERRACE T.O.STEM GONG.SLR ON FOUNDATION z ' P _ GRADE,SEE PLANS Zo �t T.O.TU SLAB O #5 CONTINUOUS HORIZ. ' EL.SEE SLAB BAR a TOP OF STEM T.O.5LA13 - . b'STr4 .' EL SEE PLAN T.O.WALL EL.SEE PLAN PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT T.O.SHELF IDE AND INSTALL FELT EL.5EM PLAN 2 `r LONG.SLAB ON -� BOND BREAKER WHERE BOND BREAKER WHERE BOND BREAKER WHERE GRADE.SEE PLANSGONTINUOUS 5LAB 15 POURED AGAINST CONTINUOUS SLAB 15 POURED AGAINST 5LAB I5 POURED AGAINST (I)#4 CONTINUOUS - 8'WALL BEVELED 2x4 FOOTING/WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. BAR5 a TOP OF WALL SHEAR KEY,TYP. SHEAR KEY,TYP. #5 GONTINUOUS HORIZ. GONG.SLAB ON GONG.SLAB ON CONTINUOUS x ;Q GRADE.SEE PLANS b' GRADE.SEE PLANS BAR®TOP OF SHELF 6'TYP f BEVELED 2x4 6' '. � SHEAR KEY,TYP. TYP. ti TYP. CONTINUOUS � _ BEVELED 2x4 u �- SHEAR KEY,TYP. cn J • '. TYP. • •' 4 '. •' ',• B.O.FOOTING _ 8.0.FOOTING B.O.FOOTING MV EL.SEE PLAN EL.VARIES EL.VARIES _ (2)#4 CONTINUOUS 1'-10, (2)#5 CONTINUOUS I'-10' (2)#5 CONTINUOUS FOOTING SHALL BEAR ON BARS a BOTTOM OF SEE PLAN BARS a BOTTOM OF SEE PLAN J ': Q d BAR5®BOTTOM OF ., •'. NATURAL,UNDISTURBED FOOTING SUB-6RADE OR PROPERLY u FOOTING u FOOTING B.O.FOOT ORO SN6 COMPACTED GRAVEL FILL. _ cn FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON SEE PLAN I'-10" (2)#5 CONTINUOUS NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS 0 BOTTOM OF 5UB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY COMPAGTED GRAVEL FILL. COMPACTED GRAVEL FILL. m FOOTING (D'�!5156TIONI THRU TERRACE FOUNDATION CALE:3/4"=1'-0' q SECTION THROUGH WALKOUT FOUNDATION 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING SCALE:3/4°=1'-0" SCALE:3/4"=1.-0' SCALE:3/4"=I'-D' CAMERA-O'NEILL CONSULTING ENGINEERS oil BIB. -"•- Camera/O'Neill SINGLE 2x4 SOLE PLATE,TYP. r NEW _ F-• 1 PROVIDE CONTINUOUS 2x4 ad ej/t„ •�/ �,. 'RIBBON"FASTENED TO EA. ` �! F C` 2x4 WOOD STUDS a 16"O.G. ; 2x4 WOOD STUDS®Ib'O.G. FLOOR TRU55 W/12d NAILS <: t 7e �., 5HEARWALL.SEE 5HEARWALL PLANS 4 SHEARWALL.SEE SHEARWALL PLANS d i t t f z z _ SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL '"n Y. ✓ r °i N c9 j = INFORMATION INFORMATION - J - v.,) > =T au U i•P•A"•• A�' w o w G .'� --� o O_ _0 SINGLE P ATE TYP. PERMIT SET T.0 5UB-FLOOR U u u cr PROVIDE GONTIR)OU5 2x4 "T86 PLYWOOD �� ARCH. GOO FI TING a 'RIBBON'FASTENED TO EA. 5UB-FLOOR. J QUI -NT'S W/ FLOOR TRUSS W/12d NAILS L DWEyS. I PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS d PRE-ENGINEERED WOOD FLOOR TRUSS,SEE PROVIDEYa"DIA.x 6'LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 THROUGH 505 SCREW FASTENED BELOW ALL 5TUB P05T(NOT SHOWN) THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 i JAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x TOP INTO PRE-ENGINEERED TRU55 G.G.NOTE: TOP PLATE,TYP. P BOTTOM CHORD a 24'O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REQUIREMENT5 5HALL BE COORDINATED WITH TRU55 DES16NER 2x4 WOOD 5TUD5 a 16'O.G. 2x4 WOOD 5TU05 a 16"O.G. 5HEARWALL.SEE 5HEARWALL PLANS 4 5HEARWALL.SEE 5HEARWALL PLANS a Z SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL 0 INFORMATION INFORMATION v> w tY 2 SECTION THRU FRAMING AT PARTY WALL SCALE:3/4'=1'-0' O O 04 70 N w n c p O c 2x4 WOOD STUDS a 16"O.G. 2x4 WOOD STUDS a 16"O.G. 5HEARWALL.SEE 5HEARWALL PLANS 4 2x4 WOOD STUDS®16"O.G. 5HEARWALL.SEE 5HEARWALL PLANS 4 Z Z SCHEDULE FOR ADDITIONAL SHEARWALL.SEE SHEARWALL PLANS 4 SCHEDULE FOR ADDITIONAL O 2x4 WOOD 5TUD5 a 16"O.G. 2x4 WOOD STUDS a Ib O.G. INFORMATION 5HEARWALL,SEE 5HEARWALL PLANS 4 SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS a Ib'O.G. INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS 4 n SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS 4 SCHEDULE FOR ADDITIONAL w110 w TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED INFORMATION TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED SCHEDULE FOR ADDITIONAL P.T.2x4 SILL FASTENED TO CONCRETE INFORMATION V) Q � TO CONCRETE WITH I'DIA.x 12"LONG 51N6LE 2xb 50LE TO CONCRETE WITH J"DIA.x 12"LONG INFORMATION WITH J"DIA.x 12"LONG HOOKED ANCHOR SINGLE 2xb SOLE p N p HOOKED ANCHOR BOLTS a 48'O.G. AND PLATE,TYP. HOOKED ANCHOR BOLTS a 48'O.G. AND BOLTS a 45"O.G. AND 6'(MIN)FROM PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL "T46 APA RATED b'(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND GOORD•FIRE RATING °T46 APA RATED ENDS,AND DOOR OPENINGS. GOORD.FIRE RATING PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. REQUIREMENTS W/ PLYWOOD SUBFLOOR DOOR OPENINGS. REQUIREMENTS W/ PROVIDE AND INSTALL FELT BOND ARGH'L DW65. ARGH'L 01465. T.O.51JBFLOOR k BREAKER WHERE SLAB 15 POURED T.O.50FLOOR OIL T.O.WALL EL.SEE PI T.O.AN PROVIDE AND INSTALL FELT BOND14V AGAINST FOOTING/WALL,TYP. EL.SEE PL O WALL BREAKER WHERE SLAB IS POURED TA.WALL EL.SEE PLAN 1111VEL.SEE PLAN A6AIN5T FOOTING/WALL,TYP. qVEL.SEE PLAN GONG.SLAB ON PRE-ENGINEERED T.O.SLAB T.O.SLAB E' er` PLANS FLOOR TRUSSES, .y,_,•_, ,y. L. PLAN SEE PLAN .y SEE PLANS 7(2)#4 CONTINUOUS GONG.SLAB ON (2)#5 CONTINUOUS - PRE-EH61NE1=RED TOP CHORD (2)#5 CONTINUOUS BARS a TOP OF WALL GRADE,SEE PLANS BARS a TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED 10' WALL TO CONCRETE WITH .DIA.x 12 LONG - BEARING FLOOR TRU55E5, TOP OF WALL BARS a SEE PLANS STAIR OPENING, HOOKED ANCHOR BOLTS a 48'O.G. AND = r ^ O PROVIDE(2)ADDL#5 6'(MIN)FROM BUILDING CORNERS,WALL Y v O P.T.2x4 SILL FASTENED TO CONCRETE 6' ' BEVNUOUS ELED x2 4 BARS.EXTEND BARS ENDS,AND DOOR OPENINGS. WITH DIA.x 12 LONG HOOKED ANCHOR 24"BEYOND EDGE OF - ^^// BOLTS a 48'O.G. AND b'(MIN)FROM TYP SHEAR KEY,TYP. OPENING ON EA.51DE CONT.P.T.2xb LEDGER FASTENED coT BUILDING CORNERS,WALL ENDS,AND v TO GONG.W/0.151°DIA.HILTI TYPE `` I DOOR OPENINGS. X-41 POWDER ACTUATED FASTENERS _ W m ,• ,. O a lb"O.G.STAGGERED.CEILING 5TRAPPIN6 SHALL BE FASTENED r� Lo • — TO LEDGER K/(2)bd NAILS _ S.O.FOOTING = V n N SEE PLAN (2)#4 CONTINUOUS - - W 0 FOOTING SHALL BEAR ON BARS a BOTTOM OF = N NATURAL,UNDISTURBED I-10 FOOTING 10'WALL 5UB-6RA0E OR PROPERLY 10"WALL y r� COMPACTED GRAVEL FILL. Z • W (D5ECTIONTHRU 6ARAGE AT PARTY WALL o UGALE:3/4°=1'-O' _ CONTINUOUS PROVIDE AND INSTALL FELT CONTINUOU5 PROVIDE AND INSTALL FELT BEVELED 2x4 BOND BREAKER WHERE BEVELED 2x4 BOND BREAKER WHERE _ SHEAR KEY,TYP. SLAB 15 POURED AGAINST SHEAR KEY TYP. SLAB 15 POURED AGAINST , FOOTING/WALL,TYP. FOOTING/WALL,TYP. Typ. GONG.SLAB ON 6, GONG.SLAB ON GRADE,SEE PLANS TYP GRADE,SEE PLANS •• •• 4 -'' , •• • 1 Z B.O.FOOTING • `•' - B.O.FOOTING IV EL.VARIES 111VEL.SEE PLAN 2'-0' (2)#5 CONTINUOUS SEE PLANS :��E S a BOTTOM OF2)«5 CONTINUOUS dAR BARS a BOTTOM OF V FOOTING v �FOOTING - in FOOTING SHALL BEAR ON r7 FOOTING SHALL BEAR ON NATURAL,UNDI5TURBED NATURAL,UNDISTURBED 5UB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. 1 SECTION THRU FOUNDATION AT PARTY WALL (D�!5EGTIONTHRU FOUNDATION AT PARTY WALL AT GARAGE SCALE:3/4'=I'-O" CALE:3/4 G CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neill GENERAL NOTES: CONCRETE NOTES: STRUCTURAL LUMBER.ENGINEERED LUMBER. I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF"TIMBER GONSTRUGTION 'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DE516N SPECIFICATION FOR STANDARDS +'� f DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 455E AND lSK). a i'�� SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS 5TRE5'S-6RADE LUMBER AND ITS FASTENINGS'OF TIE NATIONAL FOREST PRODUCTS ASSOCIATION. `!ry�t p AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3000 PSI AT GEOTECHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT 2 THE MINIMUM 6RADE5 AND DESIGN VALUES REQUIRED FOR CONVENTIONAL.STRUCTURAL LUMBER SHALL B ��, E Z Z W J Z STUDS:GONSTRUGTION GRADE SPRUCE-PINE-FIR,FG=I000 PSI.E=1,300,000 PSI. ;• u, 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A WMPPE551VE STRENGTH OF NOT LESS THAN 4000 P51 AT 26 DAYS JO15T5/RAFTER5/BEAM5:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400,000 P51 �'�` " '� w_D � � THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRESSURE TREATED LUMBER;SOUTHERN PINE NO.I,E=1,400A00 P51 <` ��1 i, ��� a ui V < . .era 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb 0 16'O.G.U1NLE55 NOTED OTHERWISE.FURTHERMORE,ALL WALL O o� 0 5 �o GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF GOLUMN WITH HILTI X-U POWDER DRIVEN "" - = ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TE5TIN6 LAB ON FASTENERS 9 Ib'Q.G. PERMIT SET U ,�Z 6EOTECHNICAL,MECHANICAL,ARCHITEGIURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 GUBIG YARDS.ONE CYLINDER SHIALL BE BROKEN AT 1 DAYS,TWO cc U TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF STUDS Q CODE INFORMATION AND DE516N LOADS(EXCEPT AS NOTED). AT EACH END,UNLESS NOTED OTHERWISE 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER WITH 160 NAILS.NAIL RELATED REFERENCE:A5CE 1-10 ?.A GONGRETTE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES STAGGERED 4'APART. CONCRETE USED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF b.UNLESS OTHERWISE NOTED,ALL EXTERIOR O SHALL PENIN66 SHA HAVE NOT LE-55 THAN ONE JACK STUD AND TWO FULL GENERAL NOTE`'-PRE-EN6INEERED WOOD TRUSSES: FLOOR LIVE LOADS: CONCRETE. 1.WOOD TRRUS'SES SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN TRt%Es"PUBLISHED BY THE nz)%PLATE INSTITUTE. PRIVATE R.00MI5 I CORRIDORS SERVING THEM:40 P5F 6.ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. PUBLIC ROOMS a CORRIDORS SERVING THEM:100 PSF 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A SIMPSON UPLIFT ANCHOR AT EACH BEARING LOCATION. 2•ALL ROOF TRUSSES AND OVERHAN61NO WOOD MEMIBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER lm 9.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL A TRUSS MANUFACTURERS REQUIREMENTS. SNOW AND ROOF LOADS/FACTOR.S: ENGINEERING REVIER SHOP DRAWINGS 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 MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, 6A.R106E STRAPS 00 8D NAILS)AT ALL C40NVENTIONIAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3 WOOD TRI65 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(PCj):30 PSF BENDS,DETAILS,ETC. DRAWIN65 BEARING SEAL AND SIGNATURE OF THE DESIGN PROFE5510NAL ENGINEER,RE615TERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED FLAT ROOF SNOW LOAD(Pf):30 PSF OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE N1t3 SNOW LOAD IMPORTANCE FACTOR(Is):IA LESS THAN 2'-0'OR 48xDIA. SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:11RU55 LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ge):ID LESS PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING, TRU`fi DETAIL SHEETS SHOWING CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(Gt):IA 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-05, =60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUSS CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANGHORA6E HARDWARE(SPECIFIED BY TRU55 6EOTECHiNICAL FACTORS: 12.ALL WELDED WIRE FABRIC SHALL 13E LAPPED TWO(2)FULL MESH PANELS AT 51DE5 AND ENDS AID BE SECURELY 0E516NER),ETC. FR05T DEPTH:Y-6' WIRED T06ETHER 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE.ASSUI-W SOIL BEARING CAPACITY:SEE'FOUNDATION NOTES'IT 15 ASSUMED THAT 4 TRUSS DE516Ni1R SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW PORK STATE BUILDING GODS AND ALL THE SOILS SUPPORTING,THIS CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT 11.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.J'HUBER'ZIP'SYSTEM 15 FURTHER REQUIREMENTS INCLUDED IN THE STRUGTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-R'INSULATED PANELS ARE SPECIFICALLY PROHIBITED.9EEATHIN6 SHALL BE NAILED WITH 8d NAILS REQUREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DESIGN LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL NOT LE55 THAN 6'O.G.ON ALL PAVE_EDGES.ALL WALL HORIZONTAL PANEL EDGES MUST BE BLOCKED AND NAILED EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING,FROM OTHER FRAMING MEMBERS, Z SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS. EA SHEATHING,PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC,.TRUSS DES16NER SHALL CAREftLLY OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL ENGINE TO COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBIN6 FIXTURES,INCLUDING BUT NOT LIMITED AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO TUBS,SHOWER UNITS,WITH THE G.G.,ARCHITECT,AND MECHANICAL DESIGN. `3 TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTECHNICAL EN61NEERIN6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5UB-FLOORING SHALL BE 3/4"TONGUE a GROOVE APA STRUCTURAL I RATED SHEATHING,EXPOSURE I UNLESS 5.DEAD LOADS: Lu WIND FACTORS: PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING,GORE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING,FRAMING WITH 50-FLOOR STANDARD S -FLOOR ROOF TTRU55 TOP CHORD DEAD LOAD:10 P5F RISK CATEGORY:II REINFORCED CONCRETE'AGI-316.MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS®b'O.G. ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 P5F GUID BASIC WIND SPEED N):130 MPH AND ACI-305/306 ES FOR HOT/COLD WEATHER GONCRETING. FLOOR TRL65 TOP CHORD DEAD LOAD:15 P5F EXPOSURE CATEGORY:B 13.ROOF SHEATHING,ON FLAT ROOFS SHALL BE MINIMUM j'Ta6 APA STRUCTURAL I RATED SHEATHING,. FLOOR TRUSS BOTTOM CHORD DEAD LOAD:10 P5F Ib.6.C.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL TOPOGRAPHIC FACTOR(Kzt).1.0 BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FIN15HED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-0JRVED SLOPING FRAMING,SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED 6•TRU%DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD ENCLOSURE CL.A951FICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH.6.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING. DEFLECTION CRITERIA OF L/g60 AND ALL ROOF TR1055E5 WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF INTERNAL PRE56URE GOEFF 6Gp1:30.18(ENCLOSED BLOW CONSOLIDATING CONCRETE),RE13AR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY SALIENT CORNER DISTANCE:b-0 UR' CONSOLIDATED CONCRETE PO FREE OF VOIDS AND/OR'HONEY-COM$IN6'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED n SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT THE LESSER s�� LI360 UNLESS SPECIFICALLY APPROVED OTHERWISE. ( CD ROOF PITCH.21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48'OF 1.WOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY W C0WONEWS AND GLADDIN6:UNFACTORED WIND LOADS IT.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REPAR PLACEMENT,CONCRETE MIX RID6E5,HIPS,RAKES,AND EAVES. ERECTION BRACING. 1-- ZONES 1,2 a 3 ROOF WIND PRE55LR-5 DE516N,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION TRIB AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBING'AND VOIDS IN CONCRETE Ib.ROOF SHEATHING ON CURVED FRAMING,MEMBERS SHALL BE THREE LAYERS OF j"APA RATED PLYWOOD 8.TRUSS SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 PSF 35b PSF 35.6 PSF FOUNDATION.TECHNIQUES,SUCH AS PRE-STA61N6 CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING,WITH END AND 51DE JOINTS 5TA66ERED BETWEEN SUCGE55iVE LAYERS.EACH LAYER OF SHEATHING, CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP PRAWIN95 FOR ACTUAL TRUSS LAYOUT AND SPACING Z 75 C 20 5F 28.9 P5F 34.0 P5F 34D P5F CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING,FRAMING,WITH 8d RINK-SHANK NAILS®12"O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES) I U N 50 5F 26b P5F 32D P5F 32D P5F CONTRACTORS DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. Q (n i 100 5F 252 P5F 30.4 P5F 30.4 PSF 15.CONCRETE VOIDS AND EXCESSIVE"HONEY-COMBING"SH IT.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL ED6E5 IN ALL BE DOCUMENTED AND REPORTED TO THE � I ZONES 4 a 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD.PARGING,DRY-PACKING,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR LL1 � TRIB AREA ZONE 4(FIELD) ZONE 5(C.ORIM 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING, CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. Z 10 SF 33D P5F 40.1 P5F 516NIFIC-ANT VOIDS. L u O 20 5F 31b PSF 36D FSF 0.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z V Z 50 5F 2qb PSF 343 PSF STRUCTURAL STEEL NOTES: DRAWINGS FOR ALL ENGINEERED UA-OER AND I-JOISTS.SHOP DRAWINGS SHALL INCLUDE 13UT ARE NOT LIMITED O 100 SF 26.4 PSF 31b PSF 1.ALL DETAILING,FABRICATION AID ERECTION SHALL CONFORM TO THE A156 SPECIFICATIONS AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING,PATTERNS FOR MULTIPLE MEMBERS,BEARING LEN61145, 500 5F 252 PSF 252 P5F LATEST EDITION. CONNECTION HAN6ER5,BLOCKIN6,BRID61N5,AND SQUASH BLOCKS. w 2.ALL WIDE FLANGE SECTION STRUCTURAL.BEAMS(W)SHALL BE ASTM Ag92 FY=50 K51.BASE PLATES, 19.LAMINATED VENEER LUMBER(LVU,LAMINATED STRAND LUMBER(LSU.AND PARALLEL STRAND LUMBER(P%j SHALL N Q FOUNDATION NOTES: CHANNELS,ANGLES,ES,AND MISC.5TRIJGT1URAl_STEEL SHALL BE ASTM A-36,FY=36 K51.ALL SQUARE AND RL- AR HOLLOW STRUCTURAL SECTIONS(Fff)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 K51. BE VERSA-LAM BY BOISE CAS U CASCADE OR EQUAL. Q � I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE 20.LVL AND PSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 P51,FG=150 CLEARED FROM THE BUILDING FOOTPRINT. 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND P51 FG=3000 P51,W= 2135 P51,E=2pOOp00 P51 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL A301 SUBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.F6=3000 PSI,P S SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:F8=2650 P51,FT=1650 P51,FG=150 AT LEAST 3000 PSF.6G SHALL BE RESPONSIBLE FOR DETERMINING 11�SITES 4.ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI,FV= 285 P51,E=I?OOp00 P51 S_ SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.6.SHALL BE HIGH S11ZEN6TH BOLTS 11PG_E55 NOTED OTHERWISE. O RESPONSIBLE FOR CONSTRUCTING THIS BUILDING,AND SURROUNDING,SITE/W36RADE 22.LENGTH AND SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL GONNEGTIONS FOR THE FULL IN STRICT ACCORDANCE WITH THIS REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE ETOXX. LENGTH OF THE MEN MIEM B6Z 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF b.ALL WELDING SHALL B NU HE E DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AS'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF ASTM D-2559-lb. = FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND 6A5 WEL DING IN BUILDING GONSTRUGTION',LATEST EDITION. 24.ALL SIMP50N CONNECTORS(HANGERS,STRAPS.UPLIFT GOINEGTORS,PAST GAPS,EGTJ SHALL BE COATED WITH _ 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4"DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORRO51ON RESISTANCE OR APPROVED SUBSTITUTE. EACH TYPE OF SOIL TO BE COMPACT®. OF IOp00 POUNDS UNLESS NOTED OTHERWISE. Z 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN 95S>S OF MAXIMUM DRY DENSITY PER 8.ALL FILLET W FA WELDS SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. PRESERVATIVE TRTM 34T USED. ASTM 01551 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH. q,ALL KaD5 SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION H^ELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRE55URE TREATED LUMBER AND/OR THE O b.FIELD DE51TY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE Y V O O TO VERIFY GOMPAGTION.A DOPY OF ALL TEST REPORTS SHALL_BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH TIE MATERIALS TO BE FASTENED. 10.AN INDEPENDENT STEEL TESTIN6 A6ENGY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE >. ARCHITECT OF RECORD' STRUCTURAL_STEEL FABRICATOR AID EREGTOR SHALL 56 EMLE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RE515T UPLIFT LOADS WITH 5IMP50N PG/EPC co 7.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FIE WITH THE ARCHITECT. POST GAPS AND 45"LONG OLE55 OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE r- EXCEED 2 FEET MAXIMUM DIFFERENTIAL. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIE GONTTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH _ � l SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. HOD NAILS THROlU6HM ALL AVAILABLE NAIL HOLES. _ \ 8.SEE PLUMBING AND ELECTRICAL DRAWINJ65 FOR UNDER FLOOR SYSTEMS AND SPECIAL 28.ALL CEILING,FRAMING(INCLUDING,TRUSS BOTTOM GHOR.DS)ADJACENT TO EXTERIOR WALLS SHALL BE - /` GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,LOOSE FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING u ^'9.N10 FOOTINCfi OR SLABS SHALL BE POlRRF1D INTO OR AGAINST Sl1B6RADE GONTAININ6 MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMING WITH ARCHITECT OF RECORD. `vFREE WATER OR ICE. ARCHITECTURAL DRAHINC75 AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. � 29.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE a INSTALL "FULLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING a POINT GONTINlIOUr 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING = 0�4 GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLE55 NOTED OTHERWISE 5GREW5.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)I6d TOE-NAILS AND SINGLE#10 DECKING SCREW SUBGRADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNICAL EN6INEE RS THROUGH TOP OF RAFTER. RECORD. 14.CUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES J SHALL BE SHOWN ON SHOP PRAWIN 55 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30.PROVIDE AND INSTALL HORIZONTAL 4k&PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS LJHOLESZ n` HO OR GUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXGEPT BY WRITTEN VJ 11.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THEPERMISSION FROM THE STRUCTURAL EN6INISR OF RECORD. THIS PLYWOOD TIE PANEL SHALLBE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®6'O.C. DESIGN OF THE FOUNDATION FOR THIS STRUCTURE IT IS THE RESPONSIBILITY OF THE (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRUSS TOP CHHORDS, N GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNIGAL ENGINEER CIVIL W/BOTTOM CHORDS,AND RIBBON JOISTS 8d NAILS A 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE15 GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWIN165 TO THE ARCHITECT OF RECORD FOR ARGHITEGIIURAL HYDROSTATIC AND EN61NEERIN6 REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE 6�ETERAL b'O.G.(3 NAILS PER VERTICAL NENBEW.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER0 FORCES DO NOT EXIST. CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS A 6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH MATERIALS,LENGTHS.CUTS,STIFFENERS,CONNEGTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS a 6'O.G."EXCEPTION.PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING,AND JACK) RESPONSIBILITY OF OTHERS. r- _ r CD Y G CAMERA-O'NEILL CONSULTING ENGINEERS 0.0? t t re F u-r v,:•+err 41%% ,:/EIS,.po rt Camera/O'Neill PROVIDE SIMPSON LU5210 T. p p FACE MOUNT HANGERS AT p p // ' ALL DECK J015T5,TYP. O. O ,r r„.;.,..; f u/ W ,o 3�? d -, ` C? � �• � 6 6 <'� -t.:C,:�x ter,!�•'�' ~�'U Q� .=''•o o - 4 _ �a n- 50.1 PERMIT SET U u J P. 2xl DEG o o a Q 0 x JOI TS e ib' m �ww x x PROVIDE i INSTALL S�*CONTINUOUS P.T.2x12 N N F N LED6ER FASTENED x x > > SIMPSON A5U44 STANDOFF a a THROUGH SHEATHING AND Q p BASE t FASTEN TO CONG. INTO RIM J015T/WALL ` ¢ FASTEN FIRST WALL W/Vo DIA.EPDXIED STUDS W/(2)Y4'x 4°LON6. b STUD TO GONG.FON. THREADED ANCHOR ROD(b° b SIMP50N SOWS 6 Ib"O.G. _ WALL W/HILTI TYPE X-U EMBED) 50.1 POWDER ACTUATED PROVIDE d INSTALL �N FASTENERS AT 16"O.G. PAIR OF 51 -_- _--_ --- STPy�GEf2ED DTT2Z TENSIONN TIE5 TIES --- ------ --- pbQ(fi� PAIR OF SIMP50N (J, IIII �+ DOLE ROW OF DTT2Z TENSION TIES DOUBLE l J III I tY RILL DEPTH SOLID DOUBLE ROW OF IIII A��` PER TRU55 O O j ^IIII HA RS PER TRU55 u0�O j BLOGKt 6 a`) W J IL 01111 W PROVIDE a INSTALL 14' w FQ dun PROVIDE e IN5TALL 12' .i w Q u n 172 CAP AND oc oc DAM rMIM Al P= ado ,� �° N III LALLY COLUMNS,TYP. -- JIIII LALLY COLUMNS.TYP. -- pp�� Z O vl I 4•LgLLY ?x6"aCE O 6 1 4'Ls1LLY u� ?xC� O _ LOST w. aSidn' • IIII Ia Lu °J u I • �I n I 50.2 5 V.2 <II11 TRUSS DESIGNER NOTE: o d TRUSS DESIGNER NOTE 5 d IIII n a 50.1 50.1 PRE-ENGINEERED 61RDER TRU55 OR p I111 PRE-ENGINEERED GIRDER OR p AT ALL H%COLUMNS, 011 o AT ALL H55 COLUMNS, _ POINT A P Q IN t7/ Z 04 ODATE FACE MOUNT HANGER # a1AcE MOl)Nr NAN6�R N ���,Pbpll DOUBLE 16'L.VL.BEAM DI GTLY ;• �, DOUBLE Ib'L.VL.BEAM(FLUSH)DI GTLY ;`. w� PROVIDE e INSTALL 1 w_ PROVIDE d INSTALL ROW 1 LL_ N INDIGATES APPROX. t9F INDICATES APPROX. J �+ DIRECTLY BELOW U BELOW BEARING WALL O L a_ O -w BLOGKIN6 5UPPORTIN6 POINT LOADS O _ 4- c HANGERS PER TRU55 HAN&ER5 PER TR115� Q • i _ 2. o Z f BELOW POINT LOAD BELOW POINT LOAD k � Ll_ � Ib'DEEP PRE-ENGINEERED o g-i - _ Ok 16'DEEP PRE-ENGINEERED tY-H N Q Lu HOOD TRUSSES o 16'O G. N1C.Gi612-SDS WOOD TW1�f�E5®16'O G. o rIJGCi612-5D5 p vUi < :o o _ :o �y PRE-ENGINEERED GIRDER a PRE-ENGINEERED GIRDER�_ �a 'w TRU55 OR DOUBLE Ib" -_� �'}� 'w / TRUES OR DOUBLE Ib` b p L.VL.BEAM(FLU5FU Q Q �. ...: L.VL.BEAM(FLUSW :..................................... :.......: . PRE-ENGINEERED 61F XR TP465 OR O COORDINATE STAIR - - PRE-ENGINEERED 61 TRU55 OR -. �----- DOUBLE Ib'L.VL. (PLUSW `-- i COORDINATE STAIR DOUBLE Ib'L.VL. (FLUSH) --" OPENING DIMENSIONS W/ 1 OPENING DIMENSIONS W/ ` b ARCHL 01455. 6 \ 50.1 1 ARGHL DW65. S 50.1 51M PROVIDE!INSTALL SIM PROVIDE a INSTALL BEAM POGKET AND P.T. LID BEAM POCKET AND P.T. 10 BEARING PLATE TO c�I BEARING PLATE TO - ACGOMMODATE BEAM. AC,O iMODATE BEAM. PROTECT UNTREATED PROTECT UNTREATED LUMBER WITH BUILDING DUMBER WITH BUILDING FELT,TYP. T,TYP. L o _' ----- ----- m w ll\l 3 5 w 3 5 w 50.2 SIM I 50.2 50.1 N 5 5 50.1 50.1 N W O L --------- --------------------------------- ----------------------- ------------------ L L Y 50.1 50'1 SIM 50.1 50.1 SIM x x OFIR5T FLOOR FRAMING-WALK OUT BA5EMENT (DFIR5T FLOOR FRAMING-EGRESS WINDOW ? 56AL.E:1/4°=1'-0" SCALE:1/4°=I'-0" PLAN NOTES: PLAN NOTES GONT.: I. OJ-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS 5HALL BE 6AN6ED T06ETHER IN AGGORDANGE WITH MANUFACTURER'S HILL-HE16HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. HXiI2 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN AGCORDANGE WITH MANUFACTURERS _ 2. -INDICATES SIMPSON 5TRONG-TIE TYPE HANGER REQUIRED AT BEAM GONNEGTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER5 SPECIFICATIONS WITH THE MAXIMUM(FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING GORE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Y2'THICK"5PRIN5FIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN IS INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND GOLIIM145 ON FLAN MARKED'P.T."DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER_ 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS.AND ALL Colo b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNICAL,MEGHANIGAL,ARGHITEGTURAL AND ALL OTHER TRADE5' 1. ALL FULL-HEIGHT COLUMNS WHICH PASS THROUGH FLOOR OR GEILIN5 FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN 130TH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,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 FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FLLLY COORDINATED WITH THE CRIPPLE STUDS,"SQUASH BLOGKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA.O'NEILL CONSULTING ENGINEERS Ivet ,.• Camera/O'Neill ' 4411 .1f N E PROVIDE SIMPSON LU5210 g•.' �fr 9 ti\A FACE MOUNT HANGERS ATo ip ALL DECK J015T5,TYP. O. p ':' ;'ti$ v; W =b5j�6N %'go I W U Obt 4 PERMIT SETvce u P. 2xl DEGJOI TS 6!b' PROVIDE a INSTALL CONTINUOUS P.T.2xi2 NLEDGER FASTENEDxn > SIMP50N ABLI44 STANDOFFa a THROUGH SHEATHING AND pp BASE a FASTEN TO GONG. INTO RIM J015T/WALL Q FASTEN FIRST WALL W/%DIA.EPDXIED STUDS W/(2)Ys'x 4`LONG. b STIED TO GONG.FDN. THREADED ANCHOR ROD(b' 6 SIMP50N SOWS a;l Ib'O.G. � � � WALL W/HILTI TYPE X-U EMBEDJ + F a u _ _ 51.1 POWDER ACTUATED 50.1 PROVIDE a INSTALL- PAIR OF SIMPSON !. ? .� N � FASTENERS AT 16"O.G. DTT2Z TENSION TIES --- ------ --- Q S�GH21 D i PAIR OF SIMP50N (111 VID ,. DOUBLE ROW OF OTT2Z TENSION T1E5 1111 FULL DEPTHID DI FKG II11 • p >6 W HAW- E U9l F "I �0> w PROVIDE t INSTALL 6' v w Q < �Ittl PROVIDE a INSTALL Y2' v w Q Ilil rAP AND o[ a _ �D_p tN LALLY COLUMNS,TYP. - pp�� Jllll LALLY COLUMNS.TYP. -- Z w p ff!l 4•L'`LCY 2x6 E w p �1 4'L97 ACCY ui 2k CF I o i!t Lu w I O Jill w w EL c 50.2 5 V.2 1111 TRU55 DE516NER NOTE: 'p a 0-111I TRll55 DESIGNER NOTE 2 5 a a 50.1 50.1 PRE-ENGINEERED 61RDM TRUSSOR p PRE-ENGINEERED 61RDER OR p b:=x5E AT ALL 455 COLUMNS, lit! p AT ALL H55 GOLD, POINT_ POINT ABELOW GI __ _. _ Z N ORATE FACE MOUNT HANGER I ATE 1±AGf=HOUNT MN6,rz O CV DOUBLE 16'L.VL.BEAM DI GTLY /�,-� DOABLE 16'L.VL.BEAM(FLUSH)DI CTLY Q 76 Pan OW POINT 106125 w LL INDICATES APPROX. PROVIDE a INSTALL INDICATES APf?ROX. w PROVIDE a INSTALL ROW 1 U CV � DIRECTLY BELOW c of BELOW BEARING WALL 0 C/) i O - BLOCKING 5UPPORTIN6 POINT LOADS 0 �- D HANGERS PER TRU55 - 2 Z O HANGERS PER TRUSS s _ ' Z (n I BELOW POINT LOAD BELOW POINT LOAD p� LL I6'DEEP PRE-ENGINEERED p -1 - O N Q ,- 16'DEEP PRE-ENGINEERED p -1 k U J w HOOD TRUSSES o I6'OL. !RlCGlbl�-5D5 WOOD TRUSSES o 16'O.G. ti1GQb1Z-5D5 p vUi IL a w Y PRE-EirfiOR DOU LE Ib* � ��� W �P OR ALE 16- IA TRU55 OR DOUBLE Ib'L.VL.BEAM(FLUSH) Q L.VL.BEAM(FLUSIW 3 PRE-ENGINEERED 6_71F XR TR055 OR PRE-ENGINEERED 61 TRUSS OR -- -, O COORDINATE STAIR DOUBLE Ib'L.M.L.I EAM(FLUSH,) -- i COORDINATE STAIR OPENIN6 DIMENSIONS IN OPENiN6 DlMB�t�itONS W/ b b ARCH'L DW65. l ARGHt DWEi�. 50.1 50.1 SIM PROVIDE a INSTALL SIM PROVIDE a INSTALL BEAM POCKET AND P.T. 10 BEAM POCKET AND P.T. ' 10 _ Z 7 BEARING PLATE TO 50.1 BEARING PLATE TO ACCOMMODATE BEAM. ACCOMMODATE BEAM. PROTECT UNTREATED PROTECT ENTREATED LUMBER WITH BUILDIN6 , LUMBER WITH BUILDIN6 x FELT,TYP. FELT,TYP. r fo __-J ------J o - a 0 co_- 1 Y w 3 5 a 3 5 a I 50.2 50.1 w 50 2 50.1 w SIM SIM zo _ r n`� N _ 5 5 _�J W D 50.1 I 50.1 _ (N Z O - I c cE •� -----.---------.-----------------------------' ----------------------- __---------------- k I 1` `- Y l 8 1 8 Y SIM SO.I 50.1 SIM 50.1 50.1 Y .l Y 2 DZALE 5T FLOOR FRAMING-WALK OUT BA5EMENT FIRST FLOOR FRAMING-EGRESS WINDOW :114°=I'-O' SCALE:114 PLAN NOTES: PLAN NOTES GONT.: _ I. #J-#K JACK AND KIN&STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.Az.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6W TO&ETHER IN ACCORDANCE WITH MANUFACTURERS FULL44EI6HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADM REQUIREMENTS AND PREVAILING STATE BUILDING CODE. - K161] 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED t-M S SHALL BE&AN&ED TO&ETHER IN ACCORDANCE WITH MANUFACTURER 5 2. -INDIGATES 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HAN&ER5 REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING GORE FOR CONNECTIONS NOT SPECIFICALLY SPEGIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE 6"THICK"5PRIN&FIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN65 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANCE IN FRAMING END BY A SIN61 E JACK STUD 6AN6ED TO A DOUBLE KING STUD METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL 6. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN&5 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS.6UTTER5,CORBELS,BUILD-OUTS,PAD-OUT5,AND ALL OTHER APPLIED = 8. ALL PLATFORM FRAMED POSTS,WALL5,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"SQUASH BLOCKS",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. _ C, CAMERA-O'NEILL CONSULTING ENGINEERS Camera/O'Neil! ;_ Lu V > P '`i •'7a?'1i v� p W UQ Q g' ..+N! O = O j C PERMIT SET U u Z w u Q L _ PRE ENGINEERED ROOF TRU55,SEE PLANS 7 6.KB..GOORD.Wl ZAD APA RATED WALL SHEATHING,SEE ARGHL6ET�RAL NOTES. JACENT SINGLE 2x6 SOLE PLATE UNIT 7 11PPB2 ROOF TRIM SHAH / BEAR ON LOW ROOF TRUSS 2xb WOOD STUDS a lb"O.G. Tt6 PLYWOOD In SUB-FLOOR 0 d LL N 1 uj 00 w ~LL PROVIDE AND INSTALL TRIPLE 2x6 `� STUB P05T/5OUA5H BLOCK MOT Q SHOW BELOW ALL JAMB AND P05T LOCATIONS ABOVE. �[ 2x6 alb'O.G.BEARING WALL o (SHOWN SHADED) PRE-ENGINEERED WOOD O TRUSSES,a g DOUBLE 2x6 TOP FPL.ANS LOORSEEPRE-EN6INEE O PLATE,TYP TRUSS.SEE PL N PROVIDE 2x DIA6. BRAGIN6 a 45"O.G. PROVIDE BLOGKI116 BE� _J FLOOR TRUSSES TO PROVIDE CV SUBSTRATE FOR FLOOR Q U 5HEATHIN5 FASTENING W (� i Q Q 0 SEGTION THROUGH EXTERIOR WALL-PARALLEL FRAMING s SCALE:3/4"=1'-0" = O Z z PRE-ENGINEERED FLOOR TRUSS,SEE PLANS w J di 2xb 016"O.G. 2x6 016'O.G.BEARING WALL w U Q BEARIN6r,+EEARWALL 2x6 016'06.BEARIN6 WALL C)tALNCr/2"= AL SECTION I'-0" � APA RATED WALL 5HEATHIN6,SEE 6.WB.,GOORD.Wl 6ENERAL NOTES. ARCHL SINGLE 2x6 SOLE PLATE _ > 2xb WOOD STUDS a lb*O.G. W Cl 'Tie,PLYWOOD Z PROVIDE CONTINUOUS 2x4 RIBBON" SUB-FLOOR. IL IL FASTENED TO EA.FLOOR TR1156 W/ r n IL W 12d NAILS V Og _ O i U- PROVIDE AND INSTALL TRIPLE 2xb STUB .Ti POST/SOUASH BLOCK(NOT SHOWN) 2x BLOCKING AND TRUSS L.L_ co ALL JAMB AND POST LOCATIONS 1 v ABOVE. CONNECTION HARDWARE DDESI&4EP, .r — \ �_ p p }"APA RATED WALL j 2x6 STUDS® RAL NOTES. _ L ^ O PRE-ENGINEERED WOOD APA RATED WALL I(,.O.G. g FLOOR TRUSSES,SEE DOUBLE 2xb TOP PLA-6 SHEATHING,SEE 6El&RAL PLATE,TYP. NOTES. - v 01.1 2x BLOGKIN6 AND TRU55 c ^' GONNEGTION HARDWARE PER J015T `v DESIGNER. = �_ SINGLE 2xb EN NEERED ROOF - _I PRE-ENGINEERED SOLE PLATE 5,SEE PLANS = WOOD TRUSS, PROVIDE 4 INSTALL SECTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING '�PLANS 'Tt6 APA RATED HANGERS PER TRU55 N 5 PLYWOOD SUBFL.00R _ O SCALE:3/4=I-O PRE-ESN DESIGNER,TYP. �"Tt6 PLYWOOD ROOF SHEATHING PROVIDE d WOOD TRU55, TRUSS DESICNER NOTE: INSTALL UPLIFT SEE PLANS PROVIDE SEAT TO ANGHORA6E PER AGGOMMODATE LEDGER. ' APA RATED T16 PLYWOOD TRUSS DE516WR SHEATHING LAP SHEATHING PROVIDE AND INSTALL UPLIFT H'-11%'MINIMUM ANCHORAGE PER TRI65 � � = DESIGNER 1'-0'MAX GONTINJOU5 2xb LED6ER a HEEL OF PRE-ENGINEERED FLOOR TRUSSES,SEE PLANS L.V.L.BEAM,SEE PLANS PROVIDE d INSTALL UPLIFT MONO-SLOPE TRUSSES FASTENED THROUGH ANCHORAGE PER TRUSS TRUSS DE516NER NOTE- SHEATHIN6 AND INTO TRU55 MEMBERS WITH(2) DESIGNER t J'x3>4"SIMP50N 505 SCREWS a Ib'O.G. FASTEN PLYWOOD TO ACCOMMODATE LEDGER. PROVIDE SEAT R. REFER TO TRUSS DE516NER5 REQUIREMENTS L.V.L.BEAM W/(2) CONTINUOUS 2AO LEDGER a HEEL OF 2x LADDER FRAMED RAKE FOR TRUSS FA5TENIN65 TO LE06ER AND WALL. ROWS OF bd NAILS MONO-SLOPE TRUSSES FASTENED THROUGH _ a 4'O.G. SHEATHING AND INTO WALL STUDS WITH(3)I"xb' < PRE-EN6INEE D SIMPSON 505 SCREWS a I6'O.G APA STRUCTURAL I RATED WOOD ROOF TP465 REFER TO TRU55 DESIGNERS REQUIREMENTS FOR EXTERIOR PLYWOOD SHEATHING. TPX55 FASTENINC75 TO LED6ER AND WALL. SHEATHIN6 SHALL.EXTEND TO PRE-ENGINEERED • TOP OF GABLE END TM65 WOOD CABLE THROUGH LOW ROOF END ROOF TRUSS G?'�5ECTIONSECTION AT SHED DORMER AL�:3/4'=I'-0" 2 3/4"=1'-0" SEE ARCH.FOR EXTERIOR SCALE: FINISHES,TYP. i J 4 RAKE LADDER FRAME DETAIL AT TRU55-5 SCALE:3/4"=I'-O" 4010 CAMERA•O'NEILL CONSULTING ENGINEERS Et..,."o-e.L,,, Camera/O'Neill PROVIDE AND IN5TALL 4b"LONG,20 6A I11 f'i`' 51MP50N COIL STRAP FROM ONE SIDE OF BEAM,SEE PLAN A,^` ;'E POST,UP AND OVER THE TOP OF THE BEAM, AND DOWN THE OTHER 510E.FILL ALL AVAILABLE NAIL HOLES WITH IOd NAILS. BOTTOM OF P05T 51M,5EE GENERAL NOTE5 51MP50N PG OR EPG P05T GAP, ;',: t w J ,Z 0 - SEE GENERAL NOTES P.T.POST YL� r'W o_ ALL PORCH BEAMS SHALL BE ALL PORCH BEAMS SHALL BE FASTENED TO POSTS TO -- -- - SEE PLANS 1� FASTENED TO POSTS TO __ 0 =o RE515T UPLIFT WITH 5IMP50N 6ABLE END BRAGIN6 RESIST UPLIFT WITH 51MP50N GABLE END BRACIN6 _r COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRU55 COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRUSS PERMIT SET SHALL BE FASTENED TO EFFECTIVELY SHALL BE FASTENED TO EFFECTIVELY Z PROVIDE SIMP50N H25A PROVIDE SIMPSON H25A V 0 0 o o UPLIFT ANCHORS AT EA. o�o o\o BRACE GABLE END WALLS. o o UPLIFT ANCHORS AT EA. o -o BRAGE GABLE END WALLS. TYPICAL DEGK/PORGH BEAM STRAP DETAIL o.e,o o o.�, Q 0 o END OF ALL ROOF JOISTS, o I END OF ALL ROOF JOISTS, o p �TYP �a S�s SCALE:3/4°=1'-0° s�a��s a CONTI h TRIPLE 2x10 BEAM(DROPPED) s-Y. x s-a-- -- IN -LE -- -T ROP -) LE06M FASTENED PROVIDE SIMPSON LU52i = _= == == == == == === == = PROVIDE SIMPSON LU5210 = _H == = _ _= 2 == =_ _GONTI TRIPLE 2xt0 BEAM DROPPEDGGNTINX�t1S 2x10 LEDGER FASTENED ....... ... GONTINUOV5 2x10FACE MOUNT HANGERS AT THROUGH SHEATHING AND INTO WALLTHROl16H SHEATHING AND INTO WALL uj aA 10 I5T o l w STUDS W/Y4'x4Yz'SIMP��ON SDS SCREWS FACE MOUNT HANGERS AT q 10Is T 4!4'SIMPSON SD5 SCREWS ALL ROOF JOISTS,TYp. O.G(b° N. MAI IN6) -��� o lb'O.G STAGGERED ALL ROOF JOISTS,TYP. OG(b' N. AI 1 1 ON o 1�6'O.G.rSTA66ERED 0- I FROVIDE e INSTALL ;� R N 7\ R 7\ , � , � PROVIDE aINSTALL- N � PAIR OF SIMP50N DTT2ZTEP5IONTIES -- -- PAIROF51NTIES ------ -- --_ --- --- =_____ _ DTT2ZTENSIONTIES ___ _ _ TRIPLf 2x8�Pw TRIPLE 2x8 1RIPLf 2x8 1 TRIPLE 2x8 TRIPLE 2z8 TRIFLE 2z8 X Ti2tPLE 2xb TRIPLE 2x8 TTztPLf 2x8 TRIFLP 2x8 TRIPLE 2xS TRIPLE 2x8 x - HEADER HEADER HEADER HEADER HEADER HEADER d� N W PRE-ENGINEERED ROOF 61RDER Ipl \?>� �� N DOUBLE ROW OF DTTAZ TENSION TIES TRUSS BOTTOM CHORD PREf-AIK T�RU5I5�ROOF�6RIRDER DOUBLE ROW OF DTT2Z TENSION TIE5 �. LADJACENT : BLOCKING ::::': ADJACENT BLDGKIN6 ......:::::. UNIT 7 ........... UNIT 7 ,.: wQ wQ .. �� 4� 2 °J�' 2 ZrI Z :. .' -- _ - PLUMBIN6 LINE LOCATION, 2 PLllt BIN6 LINE LOCATION, g w 50.2 f p 50.2 ;7 �oM G PROVIDE a INSTALL ° pQ _ PROVIDE a IN5TALL a Pp PER N DE516NER.TYP. +� UI \\� DE516NER,TYP. .:............... PRE-ENGINEERED / PRE-ENGINEERED / Z O GIRDER TRU55 OR QUAD 61RDER TRUSS OR QUAD N Q CV TAPER BEAM END AS REQD o ,� C —TAPER BAM END AS REQV ............................. '+Q( O MATGH PROFILE +Q(� TO MATGH ROOF PROFILE 2x4®16"O.G.BEARING J �hst, (MIN.DEPTH'R):MAININ6=6") 22x4 " SH�ADIIN v (MIN.DEPTH`REMAININ6=6") c WALL(SHOWN SHADED) `���� _ .................................................. _ THIS WALL IS THE PARTY it w p- 2x4 otb'OL BEARING i a N w p 2z4 olb'OG.BEARING TH15 WALL 15 THE PARTY D O WALL BETWEEN UNITS WALL BETWEEN UNITS • J �^ O 0 Np.< N p.fl �E INI Np -� N p� ��� wllll Z Z Z 2-SPAN ENGINEERED 61RDER TRU55 OR r , -SPAN ENGINEERED 61RDER OR g InI + ItlI O 0 +.................... DOUBL 11b15'L.V.L.BEAM(FLUSH) ?. N-4 IIBT7'LVL.BEAM(FLUSH) >. - �-4 a > INI $ >. INI Lu E U410 TAPER BEAM 4 U410 � TAFT=i2 BEAM LLI J w 2 'AN PRE-ENGINEERED 61RDER TR11=f oR �(Z��- END A5 REGIV N IIII 12'DEEP 2 AN PRE-ENGINEERED GIRDER TRII=�5 oR �(t��t �a END AS REQ'D N IIII N � Q DOUBLE IIb'i5"L.VL.BEAM(FLU5W Po`' EL TO MATCH ROOF uII PRE-ENGINEERED w -�^ DOUBLE 11.&75'L.V.L.BEAM(FLU5W Q�. a TO MATCH ROOF I}If w tJ Q PROFILE(MIN. WOOD PROFILE(MIN. H DEPTH -FASTEN FIRST JOIST THROU6H # S DEPTHZ1RI�I FASTEN FIRST JOIST THROUGH ®16'O.G. - _ I IIII : OR - --�.a� ^' REMAINING=b') I�I �R `�..� ry REMAINING=b') IIII \ SHEATHRI V,AND INTO WALL c \'7 SHEATHING AND INTO WALL \ PRE-fN61fE�D- -s STUDS/RIM W/Y4'x4V�SIMPSON _ PRE-EN61t�?D- STUDS/RIM W/A'x41'�SIMP50N . -1 PRE-ENGINEERED o ?+ :4 61RDER IRU55 m> PRE-EN6INEERED AT I ., ,J GIRDER TT2ll55 ' >...:....................: p 61RDER TRU55 OR QUAD SDS SCREWS AT I6 O.G. 0 p p GIRDER TRUSS OR QUAD SIPS SCREWS 6 O.G. >. �:....,.....n..........:.... T L.VL.BEAM(FLUSH) IIb15'L.V.L.II b15' r L. BEAM(FLI15Fi) � h'�Pia, I' �, in ti .,�.:•:..• '•:� 5�P �a III K ' rk b X ' oC N III J TAPERED 2x10 ROOF JOISTS®I&" _o[ ? Nj TAPERED 2x10 ROOF JOISTS o Ib' - ti s, a I O.G.(W MIN.DEPTH REMAINING) ry S. O" a O.G.(b'MIN.DEPTH REMAINING) _ nn`` AS REQUIRED TO f g` AS REQUIRED TO g` `� W HANGERSw ;� ry�III N HAND wWj� �III dl _ x T _�p w w III CONTINUOUS 2x10 LEDGER FASTENED M1 Q� p u.w w III w GGNJTINUOVS 2x10 LEDGER FASTENED y x^ THROU6i•I SHEATHING AND INTO WALL 'S 0 � THROUGH SHEATHING AND INTO WALL x INDI ATES APPROX. ?: o .: III K INDICATES APPROX. 0 1 III K L ADJACENT X "•. STUDS W/Y,'x4Ys'SIMPSON sDs SCREWS ADJACENT STUDS W/Y4"x4Yi SIMP50N SD5 SCREWS = V 0 UNIT 7 COORD.W/ARCHJ6.C. A ®Ib'O.G.STAGGERED UNIT 7 GOORD.W/ARGHJ6.C. i> p el 16'O.G.STAGGERED O O PRE-ENGINEERED ROOF GIRDER f� '' T k4 :�:; PRF-EN61NEERED ROOF 61RDER r k4......•••• t ( s<, �jC :.. .....................,... ................. ... \?\' rR!)SS BOTTOM CHORD... \P\...... OST \ :... :. TRl/rf BOTTOM G OST m 2 FASTEN FIRST JOIST THROUGH ` FASTEN FIRST J015T THROUGH - 1 2 5HEATHIN6 AND INTO WALL 2 \rr SHEATHING AND INTO WALLr- 5TUD5/RIM W/YVx4Y{51MP50N `z. r- 50.2 SDS SCREWS AT I6"O.G. 2 SD5 SCREWS AT 16"O.GIMPSON 1 2xb 0I6"O.G.BEARING 2xb 016"O.G.BEARING s u0.1 N wIIII 0 �Iql IIII � D 6 D TL t Ow xi� InI D 51 D T Ov+ ,p IIII :.:.......::::::::..........::............:.........TRIPLE A,5 L.VL.HEADER. _�. ..............s n IUI _TRIPLE A,S_L.VL_HEADER_._:•:::::::::::..........................................• ......... _____________________ ::xw INI T -- ... N� �WIIII a- .........................: to w IIII a �a 1< �` TR PL,E 2x8 HEM...... .....TR!PI..E 2 b HEARER TRIPLE 2xb HEADER TRIPLE 2 8 HEADER ry % 3 3 Y 51.1 51.1 x A SECOND FLOOR FRAMING-WITH ELEVATOR B SECOND FLOOR FRAMING-WITHOUT ELEVATOR _ SCALE:1/4'=I'-O' SCALE:I/4"=I'-0" PLAN NOTES: PLAN NOTE-5 GONT. = 1. #J-#K JACK AND KING STUDS SHALL BE SAME DIMEN510NAL STUD LUMBER AS ADJACENT STUDS.Oz.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S FULL-HEI&HT KING STUD5 WITH 2 JACK STUDS SUPPORTIN6 THE HEADER) REQUIREMENTS Alm PREVAILING STATE BUILDING CODE. Mxx2 10.ALL HA-TI41-Y WOOD AND/OR ENGINEERED MEMBER5 SHALL BE 6AN&ED TOGETHER IN A 6ORDANGE WITH MANUFACTURER'S 2. -INDICATES 51MP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENT5 AND PREVAILING STATE BUILDING CODE z - SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR GONNEGTION5 NOT SPECIFICALLY 5PEGIFIED ON PLANS. z CN 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)4"THICK"5PRIN5FIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAI_GUIDE TO FRAMIN6.THE EXACT FRAMING LAYOUT, AND BASE PLATE5 AT ALL L.ALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. VNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL GONTRAGTOR.ANY SUBSTANTIAL GHAN6E IN FRAMING END BY A SINGLE JACK STUD 6AN6ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRE55UIZE TREATED OR WOLMANIZED LUMBER. 13, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6E0TEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT GOLUMN5 WHICH PASS THROU6H FLOOR OR CEILING FRAMIN6 SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO GONSTRIIGTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTER5,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED - b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL-BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENT5 BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"SQUASH BLOCKS",AND/OR FULL-DEPTH SOLID BLOGKING. ARCHITECT OF RECORD. Ono CAMERA.O'NEILL 0-00*1 CONSULTING ENGINEERS r E LADDER FRAMED RAKES NOTE Camera/O'Neill , LADDER FRAMED RAKES ARE NOT SHOWN FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION �� t•F;ifIV Y' �G TRU55 DESIGNER NOTE �,�",^��•;�� ,f TRUSS DE-51ONER 15 RESPONSIBLE FOR SPECIFYING ALL GONNEGTION AND � ''`i t' 7 UPLIFT HARDWARE.TRUSSES SHALL EsE E DE51& D TO MEET ALL BEARING l /�i`fi' I { REQUIREMENTS.APPROACHES TO ,; srM ., ` W ?a 5 0 }� �; :- _ ACHIEVE REQUIRED BEARING INCLUDE, �{;, �`i Ln r-w r- Q J BUT ARE NOT LIMITED TO,BEARING ,/ 0 W o ENCHANCER5,ADDITIONAL TRUSS ' rJ PLIES,DIFFERENT MATERIALS.ETC `• o - pc SEE GENERAL NOTES FOR ADDITIONAL '� C) ~_ REQUIREMENTS/INFORMATION U - - PERMIT SET ur f r•Z � � U Q TRU55 BLOCKIN6 PROVIDE AND INSTALL SOLID 6ABLE END BRACING BLOCKING EA.SIDE OF ALL RID6E5, &ABLE END BRACING CEILING/BOTTOM CHORD OF TRUSS VALLEYS R HIPS AND AT ALL EAVES GEILIN6/BOTTOM CHORD OF TTa)-6 SHALL BE FASTENED TO EFFECTIVELY TO SUPPORT AND FASTEN SHEATHING SHALL BE FASTENED TO EFFECTIVELY BRACE GABLE END WALLS. PAL ED6E5.SEE 6ENERAL NOTES BRACE GABLE END WALLS. NE FIRST RAFTER/FIRST 1RU�.55 M� /TPL �y r > > FASTEN FIRST RAFTERRRU55 THRp16H2x6 - SHEATHING INTO WALL 5TUD5/TRU55L HEADER I HEADER HEADER ——— — — MEMBERS W/Yi x4Vb H SIMP50N 50H _— — — .................................................. —— — SCREWS AT 16'O.G.5TAC-6ERED (IR�ESS OTHERWISE NO PRE-ENGINEERED WOOD I I PRE-EN61NEEf2ED HOOD - — -— -- 61RDER TR55 -- -` --- GIRDER TRL55 ........... ...... _ - ..... / � aj lu ! , 2 2 Vol SI.i 51.1 Lu Lu lADJACENT o IIII' z ADJACENT UNIT 7 UNIT 7 TRU55 TRUSS I / /,r BLOCKING,SEE NOTE c SEE NOTE I. ........................................................ f ............................... ............ \I N .......... TRUSS n TRU55 / Z O 04 ...............................r............: p '.....BLOCKING, KIN6 w I)I w IIII BLOC I - ty SEE NOTE a IIII N SEE NOTE o / ® o • Q CV • :. '�` w a IIIIclH i o o TPI .pin, Lu s TRU`y` `�' I . BLOCKING w Iql J Z z ::......:.:.... SEE NOTE ' IIII, SEE NOTE ICI Q ::::< - - ........................... Z - \ w K w CHORD.ELEVATOR w -/ iu OVERRUN W/ARCHL •:: j \ ` w Q ............................ .............. i .... H 1 :. Q U ..............: tu aIIIF a IIII ...................................... :< - ��' \ '� - ; CONTINu 5 2xIO of - ;:; CONTINUO 2AO I" OF MONO-SL PE TRL6•5 F Tl�iOUGIi MONO-SL'PE TRU F THROUGH ................................. 5 'WITH(3) 5 WITH(3) kb'S1 SDS a l'O.G. }'xb'S1 N SDS a I'O.G. REFER T TRUSS 5I&E S IREMENTS /I REFER T TRU55 6 5 IREMENTS FOR TT� FA5TEN T AND FOR 5 FASTEN T AND z / _ IIII l�l r GooRD.ATTIC .. � PRE-ENGINEERED WOOD � PRE-ENGINEERED WOOD � COORD.ATTIC O ACCESS DIMENSIONS ......... ................................ O ACCESS DIMENSIONS (>1 W/ARCH'L DW66. s{ PR�-Et161► D 7 - - W/ARCH L DW65. PRE-EN61 PRE-ENGINEERED D 61RDER TRUSS PRE-ENriw4ZED D GIRDER TRU55 tx L ............................ O 4 ADJACENT 7 '. '..SUBSTRATE FOR 5HEATHIN6 I ADJACENT 7 SUBSTRP TE FOR 5HEATHIN6 ' I - _ `V UNIT UNIT y F TENIN5.FASTEN TO TRUSS TOP' 1 I FA5TENIN5.FASTEN TO TRU55 TOP' TRU55 DES16KER NOTE: v SI.I TRU55 DE`�I6NI R NOTE: 51.1 - W011, SCREWS A Ib'O.G.STAGGERED' 0'v SCREWS®16"O.G.STAGGERED Tag SHALL INCLUDE 'S SHALL INCLUDE n GHIMI�Y WALL GEOMETRY � GHIMNE'(WALL GEOMETRY � � r— PRE-ENGI SPECIAL 'G Y'TRLr_ PRE-EN61 SfEGIAL 'G TRU�fi -/nJ�` Z = W 1 II I I - I = O i t_-AQP.IL ff6pm HERQER_ tEAQf$ tE9QE$ tfEAl2ER_ �_ ♦_.T.� ♦ Y PRE-ENGINEERED PRE-BdG1NEERED P EN61 05L0 HIP TRUSS EN6I SL HIP TRU55 r— TRIPLE 2xb HEADER OD TR 55E5 B 4'O.G TRIPLE 2x8 HEADER OD a 4'O.G. ARCHITECTURAL ARCHITECTURAL EMBELLI5HMENTS BY OTHERS. EMBELLISHMENTS BY OTHERS. COORDINATE WITH COORDINATE WITH ARCHITECTURAL DRAWINGS CONTINUOUS 2x8 LEDGER®HEEL OF 6 DESIGNER NOTE: TRUSS ARCHITECTURAL DRAWINGS CONTINUOUS 2x5 LEDGER a HEEL OF TRUSS DE-96NER NOTE: MONO-SLOPE TRUSSES FASTENED BLOCKING, MONO-SLOPE TRUSSES FASTENED BLOCKING, THROUGH SHEATHING AND INTO WALL PROVIDE SEAT AT SEE NOTE 3 THROUGH SHEATHING AND INTO WALL PROVIDE SEAT AT c�NOTE 3 TRUSS HEELS TOTRUSS HEELS TO STUDS WITH(2)#'x5V2'51MP50N 505 AUK ODATE SI.I STUD5 WITH(2)j'x�'SIMP50N SDS ATE 51.1 Y 5GREW5 0 I6'O.G. LEDGER. SCREWS 0 Ib'O.G. LEDGER. _ REFER TO TRUSS DESIGNERS REFER TO TRUSS DESIGNERS REQUIREMENTS FOR TRUSS FASTENINGS REQUIREMENTS FOR TRUSS FASTENINGS TO LEDGER AND WALL. TO LEDGER AND WALL. A ROOF FRAMING-WITH ELEVATOR (��A OF F�14" ING-WITHOUT ELEVATORSCALEI/4=I'-0" LE: =I'-0" G CAMERA.O'NEILL CONSULTING ENGINEERS t:7 elf(•Potn:L,1v Camera/O'Neill S-0--tr,'1 o±a:: �✓•sulu y=•p•n"s J�Ew�. LLA PERMIT SET U cc ;l Q - AT WALKOUT BASEMENT OPTI OF'ON,PROVIDE'STI' STRAP HOEDOWNS IN LIEU H2'HOLD.OWNS AT FIRST PLOOR FRAMING SMTI TI TI S TI SST SMTI H4 H4 H2 A H® H2 H2 SWI =,SWI SWI SW' Z O N w O *x Z O Q CV _ C N 76 75 C 4 J CV cn p ':. LQ O LL tom; QLu w U Q • ................................. u 0 THIS SFEARYrAI.L IS THE � ........................................... ..., PARTY WALL BETWEEN UNITS a ................... ......................................................................................................... _.................... .... ._.................. ........ . ;A W z O ......................... O . :.:::..:.....:.......::..... ...........:.::::::..:::. ' :.:...........:............................ . = _ N 7. ........r..... ............ .......... ...... .......... i... . . .. _..... - ^ I..L L. 2 ' J r� Y Y O FIR5T FLOOR 5HEARWALL5 B BASEMENT SHEARWALL5-WALKOUT BA5EMENT OPTION SCALE:I/4°=1'-O' z` SCALE:1/4'=I'-O' ic SHEARWALL SGHEDULE 5HEARWALL PLYWOOD 5HE£TROCK WALL STUDS BLOCKING NAILING :f (z) HOLDOWN NOTES: ID TAG FACE FACE ®PANEL EDGE5 ®EDGE57 PANEL EDGES 1. ALL THREADED ROD HOLDOWW5 SHALL BE FASTENED TO CONCRETE FOUNDATION5 WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT 5WI OUTER INNER SINGLE 2x BLOCKED 8d®b"O.G. -_ ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. SW2 NONE INNER SINGLE 2x BLOCKED 6 SCREWS 0 4 O.G 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOL.DOWNS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO 5W3 BOTH BOTH DOUBLE 2x BLOCKED 8d®3'O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL DETAILS FOR FIURTHER 4. ALL DIMENSIONS,ELEVATIIONS,SSHrELVES.BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTING5,SLAB5,AND ALL OTHER ITEMS HOLDOWN SGHEDULE SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL.MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADE-5 DRAWINGS PRIOR TO HOLOOWN THREADED CONSTRUCTION. ID TAG 51MP50N HOLDOWN FA5TENER5 ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL 0 FASTENED TO: TO FRAMING DIAMETER CONCRETE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®b'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRI65 TOP CHORDS,BOTTOM CHORDS,AND RIBBON J015T5 K/8d NAILS 0 6"O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5052.5 DOUBLE WALL STUD 505 SCREWS 5/5"DIA. 12' WITH 8d NAILS a b'O.G.(3 NAILS PER VERTICAL MEMBER).THI5 PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HDU4-5D52.5 DOUBLE WALL STUD SDS SCREWS 5/8"DIA. 12" NAILS a 6"O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS a 6'O.0•'EXCEPTION:PLYWOOD PANEL SHALL HII HDUII-5D525 DOUB5-25"LE Vq LL POST 505 5CREW5 I"DIA. 12' BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) 5TI 65-20x54"LONG DOUBLE WALL STUD (25)10d NAILS ABOVE AND BELOW RIM uGENERAL NOTES GENERAL NOTES GAS FURNACE W SPLIT AIR CONDITIONER SCHEDULE LABEL(ID) MAKE MODEL(iNDOOR UNITS HP INPUT OUTPUT VOLT PH AMPS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES I THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DiAGRAhiMATIC TO SHOW THE BTUH BTUH 'MODEL 9 BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATION'S ALL EQUIPMENT AND AHU-I CU-I HEIL N9MSE1002I20A 3 4 100,000 97,000 115 i 146 20 EDNt4X48L21 NXA648GKA 40 16 208 230 1 26 I 40 AMP SEE NOTE I Z 2"' E °� ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WiTH JOB DEVICE OUTLET W U' C%04 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 W U >0 NOTES 1 PROVIDE SPLIT SYSTEMS WiTH HiGH LOW PRESSURE SAFETIES,TXV VALVE,CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS PRESSURE DROP m LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED 2 PROVIDE AUXILIARY DRAIN PANS O�� p o 1 I THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED — r° m TESTING OF THE MECHANICAL SYSTEMS TEES MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE AIR DEVICE SCHEDULE U = t 3 FOR PERNtIT COSTS FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS THE RANGE U ^z U LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES m 2 THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED Q 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"4 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 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0 016-INCH MINIMUM THICK METAL ++a`Mt,uwrinl+r 3 THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO RR-1 HART&COOLEY 661 12x12 - SEE PLANS WALL RETURN GRILLE .J'l.-of Nal-p'� DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M 1502 ��'-zip FULLY INFORM ITSELF OF ALL CONDITIONS RR-2 HART&COOLEY 661 24x14 _ SEE PLANS WALL RETURN GRILLE q `? `J�d;s�!p� 4 THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE iN'SU'LATE DRYER f A RR-3 HART&COOLEY 661 24x 12 - SEE PLANS CEiLIN'G RETURN GRILLE _a'�t4 �'•• EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION PROVIDE COMBUSTION AIR 5 THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WiTH THE OWNER OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND TOTES 1 COORDINATE AiR DEVICE LOCATION,QUANTITY,THROW,SIZE,AND CEILING TYPE HARDWARE BEFORE ORDERING MPONENTS AT THE CONCLUSION OF THE AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC CO i_ r APPLICABLE CODE REQUIREMENTS 2 EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES 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 RE 4 PROVIDE BOOT WITH ADJUSTABLE DAMPER iN NECK 6 THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MANUALS AT THE CONCLUSION OF THE Q +•.,r,,,,.,,.�� 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 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 CONIES 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 1,2,3,4 INSULATION TO MEET CODE REQUIREMENTS,DUCTBOARD OPTIONAL ROUND DUCTWORK TO BE SF-i FAN TECH FG 12 EC 600 0 3" 120 1 - 12" SEE NOTE 5,6,7 N METAL WRAPPED WiTH INSULATION TO MEET CODE REQUIREMENTS FLEXIBLE DUCTWORK SHALL Z NOTES 1 EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS O BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LiMiTED TO 14'MAXIMUM ALL EXHAUST 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 p� 5 INTERLOCK WITH OPERATION OF KITCHEN HOOD 6 PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT BEATER 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 OD)MAKE MODEL I CFM HTR WATTS VOLTAGE I PH AMPS NOTES WH-I QMARK CWII-1202 65 11000 240 1 4 2 SEE NOTE 1,2,3 Q CV -b"— UNDERCUT DOOR i" NOTES 1 FURNISH WiTH INTEGRALTHERMOSTAT O 2 FURNISH WITH DISCONNECT LU N 3 PROVIDE WITH ALL NECESSARY HARD WARF ~ EXHAUST FAN O c/) n Z Lu J ® FLOOR OR CEILING SUPPLY DIFFUSER Q W U_LU Z RETURN GRILLE Z Z= O O Q MANUAL VOLUME DAMPER w U U 0 LU Lu Z a o < MOTOR OPERATED ZONE DAMPER �Q H OTHERMOSTAT Z = O a N c/ >. U � Lo � N ~ N Z F=C R [E JAN 2 3 VILLAGE OF RYE BROOK BUILDING DEPARTMENT I Z Z� m 0 E w- an y�I.- jC CC7.1� �WU "—c -� m im�� _O L^O. m N U U �Z o cc U Q -q. 11i1It11Nh�4�, z I T' 7" 7¢ � 7"t � CD-1 75 CFM 77"JiONEYWELL vi FRESH AIR Z DAMPER 0 7f nc 7"f t o"b 7p Z i O CD-1 CL O 50 CFM CD-1 CV 75 CFhi EXH UP 7" O 4"4 ` � � MAIN SUPPLY&RETURN O N "Ll 0 TRUNKS WILL NEED SOFFITS J 12„f 1N THE FINISHED AREA LL Z EF-1 I L<LJ � L � 7 N .. Q LLJ U m J Q u, U Q Q t/N RR-1 200 CFM (5B C 10 7 o C Z o w e 16x I o �` L 16x10 SUPPLY& RETURN UP 13"0 BYPASSM • W DAMPER HONEYWELL a r� W8150 FRESH AIR CONTROLLER L(7 01 20x12 AHU-i ^' 116x10 3ND FLR ` ZONE DAMPER 10"0 BASEMENT O ZONE DAMPER E 16x10 1ST FLOOR ZONE DAMPER •L- 7"4 � . r-- ..... ..... ............................................................................................................................................................................................... 7„¢ ............................................................................................................:...:j ............................................................................................................................ ................................................................................................ 1 UNIT"Cl"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" I J N 04 C a C N > .......... C W u Q oc '� W C C = ra m_ � u ,�.u z o 0 u Q 0 NE '''�, r .t. 3 r ................ i ,.. ............. ........................... � ......._....... .................................---.-..._ ....... ............................................. ® ® i..! } FG-1 FG-1 50 CFM 50 CFM C C F 0 CFM 130 CFM 100 CFM 90 CFM 50 FRESH AIR INTAKE � ;7"0 -: 7 0 7"O FRESH AIR DN \� KITCHEN HOOD W, I INLINE EXHAUST ::.:•:.•.;:.:::..:::::.::..-.. O,' . CFM Z IN ATTIC.INTERLOCK E, O EXHAUST FAN WITH MAKE CD-1 . UP AIR FAN . 3aCFM nc z 7"0 Cu-1 INLINE HOOD EXHAUST N Z 4.0 TON FAN IN AMC.(HEF-1) 4' EXII DUCT Ll 10"0 EXH UP TO ROOF Q b� J C) 10"0 KITCHEN HOOD EXH UP === === =,- 4"0 EXII DUCT O O 10"UP THRU ' ROOF O N 7"0 EXH DUCT J 4"p EXII DN WH- 7"0 EXII DUCT u- - N FG L)50 CFM 2x8 STUD WALL C /" 90 FM Z EF-1 FOR RETURNS t 1 O I I iV T 1 RR-2 o: FG 1 850 CFM Q 7"p W c FG-1 w Z \ 4"4 EXII DUCT 50 CFM 55 CFM O N_x ® w 4"0 EXII UCT 14x14 MA d W LU ® ►- UP R. w , u N Q Q r SF-1 - ---- w 4"W EXI-I DUCT E'll UST P MOD TI R ROO� PJ7'lu EXII UP — I RR-3 FG-1 410 CFM 60 CFM 14xl4 FRESH T 2 ® AIR FROM ` Z ABOVE DRYER BOX F O CD-1 CD-1 EF-1 50 CFM 1 50 CFhI O` N 14"f f-16x 10 SUPPLY& j RETURN DOWN rI _ I 16x10 SUPPLY&RETURN � Lo DUCT UP&DOWN. ............................ N J 7"o 01 a N O Z >` CD-1 • 100 CFM L I r ................................ ........................................ r FG-1 FG-1 110 CFM 110 CFM i ......................................... ...........................,..., ............... ....................t,.. 1 UNIT TV FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN M- SCALE:1/4"=1'-0" u L-2 Z Z� m0 E-w ww 2 �C4 CC' G W V a ad g2 UA C t 0 - L^O. d - U V ^Z o ..................................................................................................................._....................... OC V i::.:.........................................................................................................�.. Q '��{IttltlfyM i .... ......... - it�; i;ii �:;• i ,i ! i ...... _....... .. ........_.......... _............................ s*-�� T.��•�► .......... �,5*0;�,fir• ................. , J'I• �i ii (1 Z O .. 1 W ............. ............. _.................................. 10!*f HOOD EXH W/CURB&CAP. Z Q 0 0-•--10"a BATH EXH CL TERMINATE W LL O 0 ROOF CAP. 04 }O NOTE:ALL ROOFTOP PENETRATIONS O N SHALL BE THROUGH FIAT ROOF AREA _ U II C3 0-----4"t DRYER VENT.TERMINATE C WITH ROOF CAP. O Q a = W Ole J Q N W Q o 660 CFM INTAKE CURB AND CAP Z 0 = O L 0 N r/ >. � 0 0 O., N _.......... .... _............................_......................_......................._..................,......................_....................__....................._......................._......_............._............._.............._...............•...... ........................................................................................ ........: ........................................................................................................, ................................................................................................................ .......... .........................................._...................................._ ............................................................................................... ........................................... ............................................., _.................................................._.................................................................. 1 UNIT TV ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS Q RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT -- PANEL WALL SCONCE AMPS:200 0 LINEAR STRIP LIGHT !I l fl WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M.L.O. I �F o MOUNT 48"MAX AFF Ec WALL MOUNTED TWO TONE DOOR CHIME, PHASE/WIRE:1/3 MOUNT 7'-0'AFF Q SINGLE POLE WALL MOUNTED SWITCH. VOLTAGE:120/240 `P MOUNT 48'MAX AFF U.N.O. A.I.C.:22,000 y Z c 0-0 Q 3 THREE WAY WALL MOUNTED SWITCH, C� 4�t `P MOUNT 48"MAX AFF U.N.O. �.y►• m p c 0, Q 4 FOUR WAY WALL MOUNTED SWITCH, W U Q R `P MOUNT 48'MAX AFF U.N.O. CIR. TRIP NO. NO. TRIP CIR. G 0 0 0 O NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G. AMPS AREA SERVED NO. — a 0 S 120v,MULTI-STATION SMOKE ALARM U = 3 3 w WITH 9VDC BATTERY BACKUP 1-0 LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) U 1.Z 0 CO 120v MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 Q U WITH 9VDC BATTERY BACKUP _ ELECTRIC POWER PANEL 3 AFCI RECEPTACLES:MEDIA PANELS(BSMT)EP 20 #12 1 1 #12 20 RECEPTACLES:BSMT BATHROOM 4 AFCI DEDICATED GFI(1) MP Q MEDIA(TEL OR CATV)PANEL ra�s"�OF NF�y I �tktlla141jlf/y �a LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES:1st FLR BATHROOM •""'-•• 0 JUNCTION BOX CLOSETS(1st&2nd),HALL(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) � i DUPLEX RECEPTACLE,MOUNT 18"AFF U.N.O. LIGHTING:GARAGE 20 20 LIGHTING:ENTRY,FOYER&DINING = • m 7 #12 1 1 #12 8 RECEPTACLES:GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES:ENTRY,FOYER,DEN&EXT.GFI(1) ;z DUPLEX RECEPTACLE,ONE SIDE SWITCHED. r MOUNT 18'AFF U.N.O. LIGHTING:LIVING&DINING 20 20 LIGHTING:W.M.ROOMs�� GFI DUPLEX RECEPTACLE.MOUNT 18"AFF U.N.O. RECEPTACLES:LIVING,FP,DINING&MUDROOM AFCI AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) 10 i 4•.,,;, ,,..+ DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES:KITCHEN COUNTER 12 v 11 RECEPTACLES:KITCHEN(GENERAL) AFCI AFCI TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO 20 20 a TV MEDIA PANEL.FACEPLATE AND F-CONNECTOR 13 RECEPTACLES:KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES:REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET,PROVIDE WITH CATSE CABLE TO MEDIA PANEL,FACEPLATE AND CATSE CONNECTOR 20 20 LIGHTING:RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING vi Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING:REAR PATIO 20 20 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 O C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER H INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 #12 1 1 #12 20 RECEPTACLES:M.BATHROOM 20 KI RECEPTACLES:M.BEDROOM&M.BATHROOM AFCI AFCI DEDICATED GFI(2) oC 12'MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED LIGHTING:BEDROOM#2 CLOSET 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM(2nd) 22 WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES:BEDROOM#2 AFCI #i 2 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 GD INDICATES GARBAGE DISPOSAL W DW INDICATES DISHWASHER 23 DEDICATED GFI(2) AFCI RECEPTACLES:BATHROOM(2nd) 20 20#12 1 1 #12 AFCI RECEPTACLES:DEDICATED WASHER&DRYER 24 F••—Q R INDICATES RANGE O C) REF INDICATES REFRIGERATOR 25 LIGHTING:ATTIC 20 #12 1 26 Z N HD INDICATES RANGE HOOD RECEPTACLES:HEF-1&SF-1(ATTIC) AFCI FUTURE MAKEUP/SUPPLY 0 FP INDICATES FIREPLACE 2 #6 50 DUCT HEATER(ATTIC) 0 Q N D INDICATES DRYER 27 28 Z 0 Lu W INDICATES WASHER WH-1 WALL HEATER(W.M.ROOM) V 20 #12 2 /11 0 � INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 30 Lu Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH CU-1 J Q W C3 SIDE OF INTERIOR DOOR 2 #8 40 OUTDOOR AC CONDENSING UNIT J Z D 31 HWH-1 32 Q W O I` ELECTRIC HOT WATER HEATER 30 #10 2 _J 33 (BSMT UTILITY) 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 Z�/0 Z GENERAL ELECTRICAL NOTES: O a Lu W U re1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015),AND ALL APPLICABLE 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 U Q 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. in Lu c1l) h 0 37 SPARE - - - - - - SPARE 38 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, PHASE AND CIRCUIT NUMBERS. 39 SPARE - - - - - - SPARE 40 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP. APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP. 41 SPARE - - - - - SPARE 42 5.UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC. Z 6.CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND. O 7.TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS. = O L 8.ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS. ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH. 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR ` GROUNDING. METER STACK w/BREAKERS, TERMINAL SERVICE BOXES (3)120/240.200A,1P,3W 10.CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER TERMINAL BOX REQUIREMENTS 120/240 V O 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE 400 A Lo AND AMPERE RATING TO SUIT EACH FUNCTION. 1-P,3-W UNIT'C1' PANEL ^' 120/240,200A,1 P,3W 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY :CATV TEL O O M.L.O.,TYPE 1 �• RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, ^' #6 CU GROUND, RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER. UNIT'A' `�1 (1)2"CONDUIT 0 r- 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT BOND TO ELECTRIC MP-CAN MP-TEL Q O WITH(3)#3/0 CU � >`... SERVICE GROUND CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. MEDIA PANEL MEDIA PANEL UNIT'C1' 14.PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER 'E ELECTRICAL WORK.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. UNIT'C1' 15.ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE _ CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF. 16.WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. (2)2"CONDUIT WITH(3)#3/0 CU EACH -OR- 17.ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. (1)3-1/2"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION 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. #Yo CU GROUND(IF#600 SERVICE) TEL = TO BUILDING METAL WATER PIPE 19.A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH "CONDUIT WITH #6 CU GROUND TO 1 DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1 CATSE CABLE 3/4"x8'GROUND ROD SECTION/S.FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS. 20.PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY.PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY. 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21.AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-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. ZZUi Em ad IDC U� N V > O W U < Tn� = Ct �^ _ C°a m V m 'O V n Z O � U Q a ll h��•Y.t�sil.e.....o UNFINISHED Q UTILITY 1 I I H O I w / � 1 cc d I 1 / 1 FINISHED TEL D cn Q TVi BASEMENT i Z I I _j O dh 1 1 CL N EF I O Z�. �1 WALK-IN \1 Q O n BATH I CL I I U- - / I I w II 1 I OGo w Ed U J Q / w U CL /� p "' 0 Il \ 3 $ II 11 Z UNEXCAVATED ,L o I 0 °° / N SE O CO Oa r- 1 UNEXCAVATED MAKE-UP AIR ` CONTROL PANEL 11 cLO UNFINISHED 1 U 0 AHU UTILITY I _ J N HWH /MP-TEL/ z L O' MP-CAN EP' 1 UNIT TV BASEMENT PLAN E-1 SCALE:1/4"=1'-0" ! z24' Ea W 1ag j� 010 U< in N I.- ! C A O W U OCOW C m O L^a m U x m U �.Z `o U Q ...................................................... . ........................ � ttI P��r I rytfr� .. !....... _...is � � WP a t Tom"'?' y�' � t = f a jil \ \\ TV D ...............!;._....._....... :.....::.. OPTIONAL GARBAGE TV % \ ` _ DISPOSAL Ft - LIVING / \ ROOMMASTER / 't H\Dp, KI \ /- ` �KI // FP J BEDROOM �/ `�� /n EF Z !' t ° GD �DW ,/ / \ 0 C \ KITCHEN \ / / / M F ER Q / TEL EF BATH TEL /)Q _ // / , (5 N. L C _j CL \ ®REF R C WP ul li \\ w N 3 3 ::::::::::_..:::::::::_:V I;i \ O Q PANTRY \ WALK-IN'' Q., TV O N EF \\ O LOCATED IN THE ATTIC HEF CL O.` LL _ -- DINING (O� BEDROOM#2 � ?C �:'�\ ROOM SF / - / I b4 \ \ e Z TEL O WH BATH MUDROOM \ t I __------ Z LLJ \\ -- Os co \I �\ , \ / O O � LLJ 3 3 J / I I I \ U � Lu IH CL / / I (°� I \\ w Q Q DOWN .. !' / FURN I ( •�1 dIN '$3 W GFP D GFPI ` \ \ // WP ..................... i ............................::::......... . ......,_................:._::::::::::::::::.: \ / \ OPTIONAL C / C = T r �.. ....., ELECT.DRYER / r \ / FOYER \ BATH XD. LAUNDRY =;:•.� ��O \� O GARAGE �- �___- ............................ __ ....... IN THE ATTIC ABOVE ............................... `�1 GDO - ! / TEL D '!!!. '•!i !!,, :! � W � , / ;;•. / N / / --- BEDROOM#3 ! !:i J • SWITCH TO CONTROL �'i i! I•i W LIGHTS IN ATTIC ` DEN dTV / ,001 ..........:i:........................................ .....9......................................... ..... ............. ............... ........... ..: /.1.................................................................................... �.d _............................. ....... ............. , I• ! ! t. 3 :J.............................................................. •.. ...... .........................•--........................................................................................... ......................................................................................................................... r ,.. .......................................................................................................................... t ........................•:.. :a......................:.......................� ! .....:.........................._..........._..........................................................._..........._.... :. ...._.--•--- _..._.._.—_—_._.`_ �—._.._... .....................................................................................................................................•----... 1 UNIT"Cl"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 2 UNIT"C1"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 s S or W SOIL or WASTE PIPING INLET ' ;� SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL VENT SOIL/ COLD HOT REMARKS I J 1 S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) - - Is WASTE WATER WATER --------- V VENT PIPING VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, ELONGATED BOWL,TANK TYPE,KOHLER K-4636 ——- V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM ® PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2° " -———————- SEAT,SEE ARCHITECTURAL ELEVATIONS& LW LW LAUNDRY WASTE PIPING FLOAT SWITCH PLAN' PLANS FOR TRIP LEVER LOCATION Z Z E VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, W ad m o o� y 0 C cs U< ————Lv———— LV LAUNDRY VENT PIPING P-1A WATER CLOSET KOHLER K-3998-0 - - 3�� 2�� _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 o W u a' m iw NV INDIRECT WASTE PIPING SEAT,SEE ARCHITECTURAL ELEVATIONS& 0 c� o 0 0 PLANS FOR TRIP LEVER LOCATION u = V c iw cwW CLEAR WATER WASTE PIPING Um 'OWHITE,VITREOUS CHINA W/OVERFLOW, ^Z u CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" ?12" �" a TP TP TRAP PRIMER PIPING SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. G G NATURAL GAS PIPING GATE VALVE WHITE PEDESTAL W/OVERFLOW.POLISHED �►�►•����,h cw cw DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" 36" ;�"�F rv�, , CHECK VALVE ,,�, Hw HW DOMESTIC HOT WATER PIPING CHROME FAUCET W/POP-UP DRAIN. y� --NDcw NDCW NON DOMESTIC COLD WATER PIPING P-26 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" 1 WHITE,VITREOUS CHINA W/OVERFLOW,CHROME ; m • FAUCET W/POP-UP DRAIN. '; BALL VALVE STEEL COVER `u UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, 06 NATURAL GAS VALVE FLOOR SLAB I�.,;i�... 291/2"x 15 All x 7 8t"DEPTH,PROVIDE GE c BALL AND DRAIN VALVE P-3 KITCHEN K-3183 GFC325V 3 A"HP,120V,1 PHASE,60 HZ DISPOSER, INLET KOHLER KOHLER K-10433-VS 2" 2" DRAIN VALVE HIGH WATER ALARM SINK K-8813 CONTINUOUS FEED WITH DISHWASHER DRAIN Y1 PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES db OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ _ A TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH �+ VIV VALVE IN VERTICAL (TYPICAL) Y3 Z SHEET METAL SAFE WASTE PAN 2"UPTURNED Y1=3" a TMV THERMOSTATIC MIXING VALVE Y2=3" OXBOX ONE WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR H 12" _ TRAP PRIMER Y3=- P-5 MACHINE VALVE SIOUX CHIEF 696-24138E _ 2" 2" PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB 8 DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN °C STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CP 2" 2" " �" H N Q FLOOR DRAIN K-1150-0-LA K-304-KS-NA BATH SPOUT,SHOWER ARM W/FLANGE AND P-0 NO SCALE SHOWERHEAD. O J p �b OED OPEN END DRAIN NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z H N O M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 211 2" SHOWER ARM W/FLANGE AND SHOWERHEAD. Lu CN PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. N � ] PIPE CAP OR PLUG W P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" X2 UTILITY SINK FAUCET W/LEVER HANDLES ('Z �• --� PIPE CONTINUATION THERMOMETER J Q W C3 —0 PIPE UP THROUGH SLAB ABOVE W Z � VACUUM RELIEF VALVE Hw — o FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER _I O � C3 PIPE DOWN THROUGH FLOOR SHOWN BLADDER TYPE HOT WATER TO SYSTEM 0 2: Z EXPANSION TANK .. PIPE RISE/DROP SUPPORTED FROM " LU W I FD-B FLOOR DRAIN JR SMITH 2O05 - - 2 2 - - SHOWERS oe = J � oC W&T WASTE AND TRAP BUILDING U STRUCTURE J U Q U Q CO CLEANOUT I �— - _ _ -AD AREA DRAIN JR SMITH 2142-U 2" 2" AREAWAY,CAST IRON STRAINER,VANDAL ��N N $ ---�6 FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER PROOF SCREWS 1 INLET W&V WASTE&VENT PIPING cw WH WALL HYDRANT JR SMITH 5609QT PB - _ _ _ �4" - 1/4 TURN,POLISHED BRONZE,FREEZE PROOF WBWV WASTE&WET VENT UNION(TYP.) WITH INTEGRAL VACUUM BREAKER �— BV BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, Z HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE 8 TEMP. PROVIDE WITH EXPANSION TANK,SEE DETAIL VIF VERIFY IN FIELD RELIEF VALVE O FULL SIZE DRIP PIPE TO ELECTRIC = NTS NOT TO SCALE WITHIN 6"OF FLOOR IN. HOT OWATER 120 GAL CFH CUBIC FOOT PER HOUR HEATER 0 ca 111-1 N SF SQUARE FOOT DRAIN VALVE L.O.W. LIMIT OF WORK • r U.N.O. UNLESS NOTED OTHERWISE I�6"AFF V&C VALVE&CAP FLOOR LO FM FORCE MAIN U N .J - (INV.XX'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL — N P-0 NO SCALE N Z ° GENERAL PLUMBING NOTES: ZD •E 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015)AND ALL APPLICABLE L LOCAL CODES AND/OR AMENDMENTS. 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE �-- INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS. 3.LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING. 4.ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE.ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX. 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE. 6.ALL SANITARY PIPING W OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE AT 1/4'PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED. CD 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 1'-6"UNLESS OTHERWISE NOTED. 10.PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY. 11.PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING. 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION BEING SERVICED. i JI zzUs Em W � j O�O y C N� U F y > Old C W U Q o C _ mpu+ of og u ^ U Q ......................................................................................................................................................................_..............................................................................--................................................................................ y hif AfA APE a 1 ......................................... jlob ��V,,f•Ci:S10 � 4"AREAWAY DRAIN PIPE TO FOUNDATION r 2"V—moo I——— cw AD DRAINAGE SYSTEM -}2--------- Y4" L S HW X2"HW 2"W 2"BV GAS TO UNIT C1L h"CW 2" SEE UNIT C1L DRAWINGS Z 3"S PACKAGE FOR CONTINUATION 0 h-C"HW Ln GAS TO UNIT A w Y2"CW SEE UNIT A DRAWINGS nc PIPE 1/2"CW&HW TO G ti PACKAGE FOR CONTINUATION I PEX MAINFOLD PIPE 1h"HWBCW TO "CW—c S ,,, PEX MAINFOLD 2"G 2"W$V c o P-2 t1/4"G(181 CFH) 1"CW X2-H 1 —I 4"CW O I I I I f— t V4"G Z PIPE t/2"CWBHW TO I I I I I DOMESTIC WATER SERVICE a s W 0 h^CW _ P-lA PEX MAINFOLD ]all I FP SERVICE O 3"S �1 1 I"' 2 CW Lu 7- S cw REFER TO CIVIL N cw 1�^CW tt/4"G G DRAWINGS FOR Q J -+-- 7K:: 2"V—��— p g Hw ^Hyy CONTINUATION - N 2"W&T w �"CW rn r, y UNIT A GAS UP TO ABOVE GRADE BY PLUMBER O "CW � S cw �^Hw II "C W ddd o-- Hw G DOMESTIC WATER SERVICE O I I h"HW� 3"S 4" 1" UP TO ABOVE GRADE BY SITE CONTRACTOR J �- � "CW 3"RADON t FP SERVICE Z LL 2"LW BY GC BELOW SLAB h"CW G (SHOWN FOR COORDINATION ONLY) r— t /2"H W J W h"CW tt�4"G UNIT C2 GAS UP TO ABOVE W "HW (281 CFH) GRADE BY PLUMBER U Q M\ —S— UNIT Cl GAS UP TO ABOVE U Q II GRADE BY PLUMBER II 1"G 4" h"C W ll 2"W&V Y2"H W TYPICAL FOR 2 PIPE 1/2"CWBHW TO PEX MANIFOLD 4" Z 1" • 3 � Q SIMPLEX SEWAGE EJECTOR \ o SE m\ SEE DETAIL \O Al 2"FM (D B c� FDA- PIPE 1/2"HW&CW TO 2" INDIVIDUAL FIXTURES 1"G(100 CFH)—mac HW HW 120 GALLON ELECTRIC HW HOT WATER HEATER HW Hvv � 1 1 HWH-1 C-0*4 Hw �---HW PEX MANIFOLD `�, cz- cw o4-3 1"HW VALVED DROP N Cw 1"CW VALVED DROP Cw CW PEX MAINFOLD cw N cw F" 4" Cw O cw cw CW -3 E cw 3�4" � �L Y4"CW CL 1 UNIT"Cl"BASEMENT PLAN P-1 SCALE:1/4"=1'-0" 4 3 y o O J 4" zzW 0.- 09 W _........................................_.............._..................... ......................... ................................................................................................................................... N�� mN CO` t~y F �O Old O W U <E OL W C O � r� m� U = u ,..Z a oe u Q ....... ...... ..............................--..........--..--............................................................ _....... .. ......................................... ...... c f X A NOTE: �• ON UNITS UT BASEMENT, O WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,T-5'ABOVE GRADE. WH 1 `':. ..................................................... ..................................... ........................................................ +t 1' r' .... ................ ......._. ..... ........................................................... �* h"HW TO DISHWASHER 3/4»Cw PIPE 2"W FROM DISHWASHER TO SINK TAILPIECE h"H W 1 2"W h-CW 2"V • I ),————o h"CW i ! ',f 2»V—�• Fp A'4 VG(136 CFH) ••• j t G 2"W&T ! I; �"W-, P-1 ! 2"V !i. 1"G(136CFH) j �Hyy /2"G(25CFH P_3 "CWLu j P-28 P-213 to"G(161 CFH) Z t A"G(25 CFH) 2"V UP—� f2"CW P-4 2"V O t1/4"G(181 CFH) 2"W&V I " I Y^HW DOMESTIC WATER METER -HW (V 2"V DN—�0 — 3 S -�-+ "HW Q ! t " � MINIMUM 12"AFF � J _ N 3"S—iM• ale h- .c W/SHUTOFFVALVE� N 0 2"V h-HW START OF PLUMBING WORK CZ h"CW • "CW �h"CW DOMESTIC WATER SERVICE DOWN TO GAS DOWN TO BELOW / 02"V P 2A h"HW BELOW GRADE BY SITE CONTRACTOR GRADE&VALVE BY PLUMBER /1� O I� 0 h"HW o 1�»CW TYPICAL FOR 2 V J '-�l I 2"W&V P-1 h"CW h"HW —UNIT A GAS METER O mLL. \ t/2"G(20 CFH) � r START OF PLUMBER'S WORK d Lij TYPICAL FOR 3 I j DC J J � "HW y —UNIT C2 GAS METER �' w � U h-CW "Cw :i i Q c/, 2"L W �� III I 2"W&V GAS METER ASSEMBLY h-cw " ;. "HW BY GAS COMPANY ""'i� A"G(20 2"W t �� TYPICAL FOR 2 TYPICAL FOR 3 -`�-......... -... /2"H W h»C W - -..... 2"LW �.__ 2»V �UNITCI GAS METER Y2'Hw ..:P-... ;..._:,,:� '—h"CW ......1i 2"W&V _ 2 rz Cw ........................................... .............................. .........-. 3"S GAS SERVICE UP FROM 2"LWBV '' X2»Hw ;•-'?,.. I-T'r, "W V \ f2 CW BELOW GRADE BY GAS ................................................ A"G(20 CFH) "CW t" �.....�P-2 P-2 11!! Y2"HW _ t �"HW COMPANY P"7 •N •"•••"'•'•' TYPICAL FOR 2 Y2"CW (2)2»V L \ /z"CW j.......................................::: 2"V "CW GAS METERS,MASTER `""' 2�V 3"S 2"W&T 3"RADON SHUTOFF VALVE,&GAS FD A • (2)1�^Flyy PLUMBING CONTRACTOR TO t "CW /2»HW REGULATOR BY GAS 2"W PROVIDE INSULATION ALL P-6 (2)2^V O "CW PIPING IN UNHEATED GARAGE. 3"RADON COMPANY P-1A PLUMBING SUBCONTRACTOR !j; HW O TO COORDINATE W/G.C.TO 2»V MAKE ALL NECESSARY ` �.�• "CW m PROVISIONS TO PROTECT .................................. — ............................------------........ ........................... » _ PIPING FROM FREEZING C � C i! .................. !• ..... .... 3"RADON :.. .; ,... ..�.... N Cie LO................................ ............ Oz �' it :• ,i � L CL ....Z..'..*..:.,..,..=....*,.*.,.,.,,*",,,,,,,,**,*,.,I................ .I .... ...................................................................................... , !,! ::......................:: :....................:, .....................c! ............................. .................... ...................... ... ..........................._..............-......._ ........ .. !: !i I i ........................................................................................ $............ :.....................................................I._.........................................._........................................... .-----............I.........I iI„ 1 .................. .I 3 i! I ; ! w 4 CW WH i iI - i �.,... - s .I -... ,........ .. ._. .....� , .I ..................................................................................................................................:.`.'tip', ..................................................................................... ............................................................................................................................................: 1 UNIT"C1"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'—0" 2 UNIT"C1"SECOND FLOOR PLAN P-2 SCALE:1/4"=1'—0" zzu+ E- us v� 0. y 7 C U N 1(—'AF > M— GWU Qrx •O OC Q W C m- O = C° m� U x U ^Z `o .............................................................................. :.....---........----................................................................................::........;;::_' a l � I _ OF NEIy''�a, PA A ti- .� S ! I 1 i!1 1 i� {� ! ! t �. t� I!.......... i ... ....1 i..... 1... ..i ............. i•I ......................... I.i.'.... ......... i !.I i ...-....-.,!... t 1...:i.......`.it....._. .._!'.:.. .'......'i....... ,.1.....1i ... ....I n �, �, — • ". il. II! i' I•, i .. Il. .. ..L:, I �y • ! 'i !� II I! ! ?! (: i ,;1 :i !! i '!. i I �{ 'i, II II� !i t 3��t. '•-"'..Z'� 1 •�'• ', i i; 1!ti !!i i' ' i ! �I 11, I.I Ili ,i� f! i 11! f t • !' 11 �i il' !� I•i ! }s,�v=i•,�:ry.'?.�t'� r'�� A 1 � �i 1 ........ I i ! I •i• I i, .................I ycS �T�. ................!.......................I I i (I j1! ! i I ! �.,,, �,:•� ............... i ! I '. I.............. iII ... I { !! I , I� ! i f ..4 � :�..�I'. .I!I...'.,...ill iII liryll ! !� !i ,I' •!: itl ii 2"V 1�.•':�'.:iw:''.ww�'-w:i::'iiiw: ...........r"�i�--•� �`I I 1 i �!! i '�i 7 ....•11.��.. ii. I ! I !I !! ;1, i� 'L !! V;;I '•; ! , I li I I�i 'i t 1 1 !, 1 1 't I :t i, i !1 ti •I i I I. 'i. 1 i 1 i' li 'i• I Ii 'I 0 1 i! i i •i. ;I; '! .Iil" I — I ! I I I i' I I Ii' is 11 I' N 3Vf�PINGRIiN^-+ i jj it 1,s IN ATTIC SPACE w I� 1• oe , L 1 III iil t :I i# ! ! 'i.) I I !i I i ry — 1 i. !is 2"V �2"V .i ii CD i, i 1 !1 t'• ! i• �' ! CN !!. CL O D , O Z O "I-----3"V PIPING RUN IN ATTIC SPACE I: ,t. L1J !. U H r-----T-- ---------i-----I--- ---I— � H ....... N—rY \—rV r3"RADON I I I... THROUGH 2'V �2"V I ! ::::::.................. 1 -ROOF •t -+--2"V i 4---------------------i 3"RADON •i :1, 2"V •1 ' 1 3 DON U IN RA R N ATTIC P I S ACE i 't .I Z I I� i i t , I •i � I � i ! I O .i i O t 1' .i t ............ ;.i��i'• �, i! ;!• ! ��, ! i'. Ire .................................................. .................... ............. ............................. ,; ; ; ii ;. i;' '' is ;'' •i ,•i E• i I` 1 'i ......................... Lo........................ ....................................... ' ! !i i•,'•{ii;` ..` i' III l 1. •' I� ''I !� lid ! '• �` = J N ....... i+�''i. i• I ,. li.'i,i.II I �..-'. ..i.i. _�. ..i.t� I'i i. ' li i "' .!•' i i (� , �!i :l !i ,1 I s. I i I I,I ,,I i!' '!. itl 1 I �i jt I ! II r I''• i , i I i i l .i c; il' !,, i , I�• 1 ! I j 1 1 1. .I 1 I' .1 i CL !..II .. i 1 is ...il,.. .:i.'.....il I:i ! lii ii (j III _.... _.. I i , • ,,....._....................................................................................................... I� ...............................................................................................•--...........,-i i' l: ..... 1 ............... .. ............... l .:'::::::::::::::.....::.:....:...:..::::::::::::::::::."::..::::::::::::............:.................::.....:..::`..I, .......................................................•----...............---------......................................................... 1 UNIT TV ROOF PLAN P-3 SCALE:1/4"=V-0" 10 6•GUE VIM IM WlV COhNECI1D KI N F1 V PM NT914 1C W9i Of(110S) - --— 913 jtt 13 t' 0 1 t1 11 s. 11 PRIMROSE LANE - UNIT C I RYE BROOK NY. WATER SUPPLY � __---- jn �r-sue-•, p to t t 9 s-s-TEL I a9v t16— 12 116 f 112 t15 NOV FRE Il1'M(M 912 911 12 YJOOD SCREW+118 x 1 1/2 i 610 _ 16 >a tC t 1 2 i' 14 .•.t3 � 41lI(Br jte NFPA-13D GENERAL NOTES PIPE R .t' •_A 1 1 1116 11 O SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) P ! PSI OE f+ t 5 SPRINKLEP.SYSTEM IS A HYDRAULICALLY CALCULATED WET SYSTEM ' 11 t1 t t1 t OFFSET HANGER ' jt 909 PIPING HAS BEEN STIED USING A LIGHT HAZARD DENSITY OF.OS(PM OVER M0S-REMOTE<SPRINKLERS IN A COMPARTMENT USING RESIDENTIAL SPRINKLER HEADSOFFSc HANGER, 1 i r ;i :r tit j9 MAXIMUM SPRINXL R HEAD SPACING-324 WOOD SCREW OMBx1 tlC� \, t 910 sq.fl- tN000 TRUSS OR BEAM SYSTEM DESIGN PER N.F.P.A.IP30(2010 EDITION) /U15 w000 TRUSS OR BEAM � O PIPE MATERIALS `—J3�r t ALL PIPE AND nTTTNGS ARE BLkEuASTER cpvc OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL rZ t t'III O3 CONTRACT INFORMATION N.T,S. ACTS- 16 t+ h PERM�y� WORK UNDER THIS C04TRACT CONSISTS OF THE FOLLOWING r W �r y OSLO t Z.�—�' •Z� — �, DESIGN AND INSTALL A WOWNG SPRINKLER SYSTEM PER N.F-P.A_-13D 2010 EDITION -DRAFT STOPPI4G SHA1 BE PROVIDED BY THE OWNER IN ACCORDANCE KITH THE I B.C.2003 IRON X/I// — — -1 7 7 77 7 - - -- I ' SITE PLAN WillW"M p� -BATHROOMS LESS THAN 55 SQ.FT-SHALL 3E IN COMPLIANCE WITH THE REQUIREMENTS OF 4FPA-13O / . l' i _ 1F'fY191 Bf OIIFIr •�� All dATfiRC10MS ARE NONCOMBUSTIBLE SHEET ROCK WITH A 30 41N THERMA_BARMIER. �, / �I / / 1,� _ —��1• ,�� -- _ _ , - N.T.S. fd 6AII -- t•_.__ _. !�- , -CLOSETS LESS THAN 24 Sp.FT.SHALL B:IN COMPU0.YCE WITH THE REOUR_NENTS 0=NFPA-13D � � _ �.—..-----------• --"'----- -/--�--.i -� — ii 4Pw APPRDVED YU\ 3 2020 CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBL:S•fEE:T ROCK fM A 30 M,N-THERMAL 9A3RIE4. - i -ATTICS ARE NOT JSED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EOUIPUENT I 'ilo -- / WILDIM llMPECTOR, IV NOTES TO THE OWNER -- —- -- — - - PER NFPA t - 6.9-MAINTENANCE 6.9.1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM 6' I I AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION F IS 6.9.2 SPRINKLER SYSTEMS SHALL BE INSPECTED,TESTED,AND MAINTAINED IN ACCORDANCE WITH NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS. AL6.9 THE RESPONSIBILMY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE I / , _ _ ;H I ■ - / OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION FOR FURTHER INFORMATION,SEE NFPA 25,STANDARD FOR THE INSPECTION TESTING,AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS. I' -_- 64 ADDITIONALLY 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO PREVENT THE WET SYSTEM FROM FREEZING. WIE -- ' - -2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAINTHE SYSTEM. oeor / - - — - -- -- -fi - �._ t. _ I ..... 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, i t- -THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. r.T / } � m 2020 JAN 10 t — I Ar" y Ih WCKU WE'rX 6OtM 9IMM f1 VAtr IW HX.MRRI A WBiftft TAIPIP small — ! �" ! ! ► c _ i Ur UM724rI�IXDMZX �� �. ---- _:_-- _ _-- _ _ _ f ' _ _ / __ _ At�� 'A" VILLAGE F RYE BROOK 01 TTPE Etas sr!i3H WIM MW GM r TO/"WILE -- -'—_ I r i - -- -- BUILDING DEPARTMENT / - _ ! �' 2"CONTROL VALVE AND ALL UNDERGROUND PIPING IS BY OTHERS. tt1ACK FIRE PROTECTION'S CONTRACT BEGINS AT 2'ARE SERVICE WATER,LINE LEFT INSIDE Y THE BASEMENT. ', i ' . Y Vt(11WT cCIRNt�t'NtjRfik• t'`" ' _-� _T / 2•W1110 M ERE sE W 1W LW UP -`— / — -- -- / / // ` 608 902 MO`FATED EiCf099E(Bf HA1FR5) 2• +6 — / / / 1 re• / _ // ItoY 1 904 510 S08 606 510 s' L -- — 1 _ - ' Z le / 1K OW IO WRY M&WLEBS rK SE1 VZE LINTER WIPLY LPtE /-Ur Y.CWU MMI1'247'MIX MM 7K 00111 R!STA ILYBRY,Irr W RK RON XTI),W19 PtESSLRE GW t I-TESFAW K%T 11f YWAX VM L'T25'SCRE 1161MI6kL thin W OWM A NIM&LOU SriD' I 11)x L;1:rklC umx-cum � — - - � / � � I-.. _ __ -__-. D.OX APPROVAL UIRED FOR S03 BACKFLOW Pf 'ION DEVICE509 607 ! ! I BASEMENT FLOOR (- ELEV.=0'-0 ��— rr ., r ., UNEXCAVATED UNIT C2 UNIT A UNIT"Cl co� � • FLOOR ELEVATIONS cc r r- I SPR//1//CLE/9 S�'STEM RISER©ETA/L � BASEMENT TO FPSTI LR.=�C�-o° EASEMENT FL OOR FIRE N.r-s FIRS rLP,.TO SECOND FLR._ 10,—2n F/NE PROTECT/ON PLAIN 07 pgOFES SCALE.-t 4"=7=0" 1.All pipe locations are to be field measured prior to fabrication Whether or rot irdicateo or the drawings the following items are to be provided SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATICN SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor Heao Cabinet spare heads and head wrench per NFPA 13 , PROJECT:KINGFIELD DEVELOPMENT M Q HYtTtAA1CAETEa17iCEPON tD R3lAeTI iee9u'!iE�BTu COH1t�tBaBIISPRPMtBIITRr,Ka9,�1�DEGREEs�H�RkTtt6 ADDRESS:INTERNATIONAL DRIVE - `".� 2 All dimensions shown are,end to end Provisions for flushing connections and draining of all pipe REVISIONS: DATE: C'rd] F.EYATION6EL01/TOP OFSTEEi CONTRACTr?:0000 3 High temperature heads are to be field installed where required Inspectors test connection shall be provieed for each system GENERAL REVISIONS 716117 CITY:RYE BROOK STATE:NY ZIP:10573 4 All pipes and hangers are to be installed per NFPA 13 Hydraulic identification plates S NFPA 13 required signs C"T ELEVATA'1Afi0lt:F606}IEOFL03P Q a (tFUA$E'GS560J�7fRESP@6 cmcFAIB)pmhT5PRNQmitrwr,K=U.@2ODMGr'E•SIN►W15 pp g p y p g 5.Gndded wet systems shall provide a relief valve per NFPA 13 CM 20-0) ELEVAi1Q50FTWOFSM CONSTRUCTION:WOOD GENERAL REVISIONS 7/26/17 CLIENT:THE WARJAM GROUP PHONE:(914)761-2500 GENERAL REVISIONS 6/1 B/19 LTD. - � m LJL- 6 All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility tc provide adequate heat for al areas in the ® CEILW EIGHT + `f' u'' ''�'C ++*A �'�+r`,K�.T•�Irso EE s':FJs31 f COI>PorERcBaATEDWGER ADDRE5S: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 OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is in excess of 1.50psi and system risers to dry type systems --r/-O- PPERSEOP 4• EJA&ETIFR5FO M PMEKFUDirA.=WvAusPraa!RtrtWP K s6@200MGRELSrcIFV,14 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 Pi'TAISM.1; SYSTEM TYPE:WET r 7 A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air DATE:03;`27t2017 P.850.632-8053 F:860-632-8054 500 allors per NFPA 13 compressor of tart airs stems specifically approved for and capable of automatically "�- P7Ei65QrI34LE FIRE SPRINKLER CONTRACTOR CONTACT g p p p y p y pp p y WWW MACKFIRE.COM Q- 6 NFPA 13D apply as required maintaining the required air pressure 0 7 PPE132001EDIYJIFLP7Ci56FTTl\Gs PORT CHESTER DESIGNER:CHR15 JUDO PHONE:IB601 398-502 r 0+01 PPEMA7kDtIA�tITIMGTAG6 TOTALTHI55HEET: TOTAL THISJ08:• :::::TAHJ E-MAIL:CHRIS@MACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 R1:000347 , KI N F1 V PM NT 11 PRIMROSE LANE - UNITCi RYE BROOK? NY. WD.DECK OR BLUESTONE DAVER COMPOS DECKING WD.DECK 0 WD.DECK OR BLUESTONE BLUESTONE PAVER PAVER ROO:'ABOVE 74 �KITCyEN LIVING ZMY ROOM -7 rp 0 1 P n —U-1 ut 6- -4 2'COINTRO-VALUE AND ALL LINDERGROU40 PIPPING W tP'RN DE 5; UP M WY AR-PROTECTION'S CONTRACT 802 'L-j OTHERS HYDRAULIC DESIGN BEGINS AT 2'IRE S--.:U" WATER LINE LEFT INSIDE ALC APX-A 07 t-j THE BASEMEN' FIRS-r FLOOR PAINTRY. XNING ROOM 3 77 90C 0 -/ !X P —0 DINING HYDRAULIC DESIGN CRITERIA 2*WDBUM IM SM W*J�K'M /4 T-I* !:-1- UP To IK ROOM -I lit NO IN TIE Baff ft=(9f ONRS) Density .05 SE0011D ROM 4(0j b r MWIR&VE VM II(Tffik 14M Ar-'- Spacing VARIES K Factor 4.9 2"LOWDOM WE SBMCE WIN X UP Hose Allowance - Z/ I 9-9j INTD an Boma(fff ORM) This System is Designed to Discharge 1 arm M1 at a Rate of .05 GPM per sq ft of Floor Area Over c Remote Area of 2 Sprinklers when Supplied with Water % MUPR UP M THE _,gum 34.7 GPM at 42.2 PSI RN at the Rate of UP ID RE at the FP OMWAGE NME V 9= RN I%T-1, tP 10 TIC u-I 1)f C1 -6h SIAIR RN 1. y / M SM ROM __.n-Z=�B-UEST(DN A' "FOYER 2'MMW FW SUMC,80 LIE DOW C NO#M H MS 361 RV(Ilf OTTERS) / O C I-UD SM TIE II(UP FMN BE BASI]" GARAGE 2'AN MM'ZWW W1.8-1 DECK UMMMICS ASMMRY OR t / /( 1/// —� �� &MERRY W&VE TMT W=A WMU 14M S1900 2*MUM=FM MM VU 1.11E IF 111111)IMM 011CLEN(BY MIM) UM BEL K f / i t (� _ L BLUESTONE DEN '7FIRR ACE— AMMkk W I&LM 1�111)h FLACE 91�OBOD VIX 4 GD1.9k OXWORS HIM UNIT A 7W No allay MIXID No MEW W SIRIXLER FIR IN"MP WLI UZ HE i C--4ML*M CPK RASIr 9`RNQ9 Pff Wra SD TM 101 AN IIx M UNIT P FC2 f CMM VXNE EM III TAIM MM A - / -- — UNIT T I Vff DR 00 Rai qFT-(M CUM) L MOW=14 XMM IF&I a9w EM AROL90 TIE PFE W STSOM 7'NGMK Fff TM WS LK LF—J REQW CELK III PR RM Dam(RY aws) 2'CONTROL VALVE A4D ALL UNDERGROUlic PIPFINC IS BY OTPERS, MACK FIRE PROTECT'ION"'CONTRACT EEGINS Al.2'ARE SERVICE WATER LINE EFT INSIDE 7'3 aLK fpmc THE BASEMEN-. GM BM CGI.K FIRST FL OOR FIRE 9WDrVL CWAM PDMT SPRNW EW FIREPROTECTIONPLAN ,���� NE'p z INSUL A TION DETAIL FOR A L L SPRINKLER SCALE.'1'14"=IV" Me). .2% IN OR A DJA CENT TO UNHEA TED SPACE'S 070S N.T.S. FES 1 All pipe locations are to be field measurea pnor to fabrication Whether or not inoicated on the drawiigs,the follow ng items are to be provided SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN GENERAL REVISIONS 7/6117 CITY:RYE BROOK STATE: ZIP:10573 and installation by the sprinkler contractor Head Cabinet spare heads and head wrench per NFPA 13 ["1 ELVATION AWEE RaM RODR PROJECT:KINGFIELD DEVELOPMENT FE� 2 Al dimensions shown are end to end Provisions for flushing connections and draining of all pipe (D WRWXMB0aPW' 0-1, REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE Inspector's test connection shal be provided for each system Da-] E1DA-M8a(X.T0?0FSM CONTRACT#:0000 3 High temperature heads are to be fielo installed where required 4 Al pipes and hangers are to be installed per NFPA 13 Hydraulic Identification plates&NFPA 13 required signs 0 GENERAL REVISIONS LA- (10S 20-0) EEVATIM Cc TOP OF SM CONSTRUCTION:WOOD 7/26/17 CLIENT:THE WARJAM GROUP PHONE:19 14)761-2500 5 Gndded wet systems shall provide a relief valve per NFPA 13 GENERAL REVISIONS 6/18/19 LTD. F I R E PROTECTION 0 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 al areas in the CaLmew .4-2 RSYaE-FiRES'KS0NKH0IQCNTAS0tM%TMER Vrh7r K=44 @I75DE&'f_cSIN 9PAMI 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 p:pe valves 0'— 0WJ0GBRATEDN#W 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 PFE Fd%up REI1W 71 FW QU RS"M HRMA.MEWL MWO VT tF1 K-"@X10 DEGU Z 9 RARX SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7 A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air PffTUFftW%N DATE:03.27,12017 FIRE SPRINKLER CONTRACTOR CONTACT P:860-632-8053 RE60-632-8054 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automat tally PFERuRtqu -DESIGNER:CHRIS JUDO WWWMACKFIRE.COM IL 8 NFPA.13D apply as required mainta ning the required air pressure PFE GWO COAPICS I 9"M PORT CHESTER PHONE:(860)39B-5024 ®111011 PPE MkIN AWLVE WW TAGS TcrTAL THIS SHCrT: TOTAL TH s Joa:- AH':FIRE MARSHAL E-MAIL:CHRIS@MACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-120494 RI:000347 LL. KI N F1 V PM NT I I PRIMROSE LANE - UNIT C I RYE BROOKS NY, HYDRAULIC DESIGN CALL AREA 06 SECOND FLOOR BEDROOM 42 HYDRAULIC DESIGN CRITERIA HYDRAULIC DESIGN CALC AREA 03 Density OS SECON,D F[.00R MASTER BEDROOM Spacing VARIES K Factor 4.4 HYDRAULIC DESIGN CRITERIA Hose Allowance - HYDRAULIC DESIGN Density .05 CALC AREA MI This System is Designed to Discharge Spacing VARIES MASTER BEDROOM FLOOR at a Rate of .05 GPM per sq ft FLAT?OG=^o=,GeV K Foctor a.9 of Floor Area Over a Remote Area Water Hose Allowance - HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water r--:— - _ -- —._.� at the Rate of 32.2 GPM at 43.8 PSI I I—�i _I-11I This System is Designed to Discharge at the FP Xj WiGE NODE V at a Rate of .05 GPM per sq ft Density .05 t ,, of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers wnen Supplied With Water K Factor 4.4.4.e at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance at the FP DIS>W NODE*' This System is Designed to Discharge _ I FLAT Roo=SELOw Ys e 9 9 FLAT ROOF BELOW at a Rate of .05 GPM per sq ft of Floor Area Over a Remote Area of 7 �, 2 Sprinklers when Supplied with Water ! i — at the Rate of 28.1 GPM at 39.8 PSI at the FP DbCUM NODE Y III - •I ''I �' ' -����\�L�'R-ee�1�'t.\'�'e\�-\�� �; MASTER, AN BEDROOM j I .I /, � ��' � I•� "�' � '' ��/j I III I �I SI HYDRAULIC DESIGN CALC AREA irc I Ie 1 d� n' �•.I I i HALLWAY HYDRAULIC DESIGN CRITERIA j I I r•Gn ✓ \ ,' 'I t j MASTER '' + + I l I j 1 BATH Density Spacing VARIES I / ✓ 1 A I t(• „ I +� ��) !� I i K Factor 4.9 j i II I UP t ' -TS=zc � Hose Allowance - i ;f�` / T• +; _ _ -'�� _ _ !j,r„I I�i,1 iy`,? I I This System is Designed to Discharge i I 'y` s1 ✓ I / I r• °' I 1 I i �• i I•'1 h s' I i I at a Rate of .05 GPM per sq ft I° ii/ of noor Area Over a Remote Area of 2 Sprinklers when Supplied with Water I I ✓ i !.;; \ � ♦ � , at the Rate of 34.4 GPM at 45.1 PSI A I'I' !I \ .! s2 �• i l i 1•, at the FP MOM NODE S' ! I` ,\ r _- mot\\\\\�\\\ ` 4r BEDROOM#2 .A.. ( :k' !' r Ii I•up MU THE gRST FLOOR� �� r4y l�' FA rr i Ap. — L /! WALK-IN CL T IR CL {'J, _j!;—11 =AT ROOF ✓ ' r i 1 r-e ' �•' I. - _ 1 1•+ I ll���J111 HALL 7' �� BATH— I 4 l� j 1 -1 / G % 1 I i/ � •tI-'' •'\ I-Ilf �/j'� •�.� I 1 I,'•j � I 1 I LAUNDRY 1-2 L I I EH_LK-It'CL 3 21 •+� I ',11 c Ih � l i p t .�{ � o• -o• ✓ �' � :' is I 1{ i I BEDROOM,4 -.,, —.-/--1•_ —__I Y _.�t I,r ' j �i I i � _ — �-- - - �- - - �y rl :-I -T•I I,n�•I ! I' '.r f� I .I�. ''`I Ir-----�.y`'--•--•—': I l / , ALL SIDEWALL SPRINKLERS CA TFE SECOND FLOOR SHALL EE LOCATEE Al C'-7 EELOW TrE CEILINC UNIT"Off UNIT A., ,. UNIT"Cl I SECOND FLOOR FIRE FIRE PROTECT/ON AAN SCALE.714"=IV" _ OF NE W Y�q Q v�(3ENEP �rov O W � W 7 = 0761 �pROFES`'�O SYMBOL LEGEND SPRINKLER HEAD LEGEND 1 All pipe locations are to be field measured prior to fabncation Whether or not Indicated on the drawings the following Items are to be provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN JOB INFORMATION and Installation by the sprinkler contractor Head Cabinet spare heads and head wrench per NFPA 13 0 WMAIIUCR� apO •6 REIABIET6G6u'I�SDEHtuLtacu�aeDEHtsvReraFR R t�r,Ka.4,®1650 f SIN iAA7216 PROJECT:KINGFIELD DEVELOPMENT M 2 Ali dimensions shown are end to end Provisions for flushing connections and draining of all pipe REVISIONS: DATE: 3.High temperature heads are to be field Installed where required. Inspector's test connection shall be rovidea far each system [left] UTATION11 ITOP�STEEL CaNTRACT#:0000 ADDRESS:INTERNATIONAL DRIVE q Pe p y t►+1 EIEYATOAB�IrRII GFLOOR E GENERAL REVISIONS 716/17 CITY:RYE BROOK STATE:NY 21P:10573 4 All pipes and hangers are to be Installed per NFPA 13 Hydraulic identification plates&NFPA 13 required signs O + - +s�coHCEUEOPEI Hrsat>Nn�KvrHPT.c=sE @xal sI:aAT+Is PP 9 P - Y P q 9 GENERAL REVISIONS 7/26/17 CLIENT:THE WARJAM GROUP PHONE: 761-250 5 Gridded wet systems shall provide a relief valve per NFPA 13. aos w-°1 EtEVATK1KlktoPaFSTm CONSTRUCTION:WOOD Q 6 AN �new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for ali areas in the CUNHEW -1 RE1W*FI►TESL•RESIONKHOR¢exrA_SOE ALLMl)(LERvr WT.Ka.4 @175o_CFEE,A IRAMI GENERAL REVISIONS 6/18/19 LTD. _ _ P 0 O for 2 hours,or at 50psi in excess of the maximum pressure, buildingprotected b a wet f C%FMGDM WX13ER ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 p y type sprinkler system and for all water filled supply pipe valves OCCUPANCY:NFPA 130 CITY:RYE BROOK STATE:NY 21P:10573 when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems PPERISEU' d•+ RELWI+Ef1FR5rWV RESPONSE HMZOHTASIDiSFR 1UR LIT M-.-5.6,@M MOXE.SArIRAAUX SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7 A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air �'/{' WE�� DATE:03/27/2017 FIRE SPRINKLER CONTRACTOR CONTACT P:860-632-B053 F:860-632-B054 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automatically whl�lli'.MAC K FI R E.C 0 M 8 NFPA 13D apply as required maintaining the rAHJ:PORT CHESTER ppy q g required &0 -3 PPE� TAGS TOTAL THIS SHEET: TOTAL THIS Joe:• FIRE MARSHAL DESIGNER: CHRISC1aMACKFIRE.COM PHONE:IBfi01398502 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 Subject Lot: 76 DI C-4-1A 1 "NOT BUILDING LOTS" nor described in instruments provided to this surveyor, they may not be shown on this map and are not 10,Known as 11 Primrose Lane certified. Town of Rye Tax /D. Section 129.25 Block 1 Lot 1.90 ,' S74.05'14'E This property may be affected by instruments which �' 42.22' have not been provided to this surveyor. Users of this map should verify title with their attorney or a qualified ` DI C-3-1 A 1 CRW title examiner. w/Fence Patio Patio Patio Only copies from the original of this survey marked Legend @ CRW -._ �H. _ CRW with the surveyor's embossed seal are genuine, true w/Fence r O. O,H, O,y, 1 w/Fence and.correct copies of the surveyor's original work and ©- Sewer Cleanout ° opinion. A co of O W p copy this document without a proper CRW- Concrete Retaining Wall N application of the surveyor's, embossed seal should be Curb Stop Water Service .� 3 0 assumed to be an unauthorized copy. � PY ` O ®- Electric Box � ® _ Electric Manhole n, 00 OD � Gas Val ve It- 78 77 n - Li h t Pole y„ .� cn c ts? o- Telecommunication Box •� �` rn rn = N 72 ♦ a _. ® Transformer Pad Frame a �- -�� Q- Water Valve nBuilding �. • C v w�° — HYdran t *o a CL co i ,co �50 °?0� ka LO to If Area - 3p966 Sqw Ft. z Open 00 To date, no rtle Report or Abstract of rt/e has been w%Roof provided. This survey is subject to a current, up to cQ tsa © v date Title Report. Walk Walk Walk Pavers Pavers Pavers Walk Property corner monuments were not placed as part of Drive Drive Drive this survey. L�52.35 This map may not be used in connection with a ® R=633.00 T Survey Affidavit or similar document, statement or Stone Curb r CB A7_1 --4-1A yp.) mechanism to obtain title insurance for any subsequent A s Built Sur vey or future grantees. � Primrose Lane 11 Primrose Unouthorized alteration or odd�.tion to a survey map Lane bearing,a Licensed Land Surveyor's seal is a violation Access, Water & Sewer Ease. I SMH S--4- --5 of Section 7209, sub-division 2, of the New York State P r I C6 A Unit 76 e F.M. 29210 I (� __ Education Law. CB A_4 __- Prepared for According policy adopted January 23 1993 the alteration of survey maps b anyone other than the �', 'w Sun Homes,, Inc. original preparer is misleoding, confusing and not in the � t � 1 , general welfare and benefit of the public. Licensed Land rl F _ t a �uato A7 the Surveyors shall not alter survey mops, survey plans, or s survey plots prepared by others. T To wn of Rye V (fie I'L N - Westchester County, Ne w York S T E ENGINEERING, SURVEYING & GRAPHIC SCALE scale 1' mr 20' Date: October 5, 2021 LANDSCAPE ARCHITECTURE, P.C. of 20 40, 3 Garrett Place • Carmel, New York 10512 �/EFFRE Y B. D eR OSA, L S Phone (845) 225-9690 • Fax (845) 225--9 717 __ New York State License No. 050749 www.inslte-eng.com AS-BUILT D Q 2021 In si to En gin eerin g, Surveying & Landscape Architecture, P.C. All Rights is Reserved. (INOCUMENT FEET) 1622 7.200 g 1 inch = 20 ft. Lot Ma s Lot 76.d w p � 9