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HomeMy WebLinkAboutBP21-008PERMIT TYPE OF WORKw JOB LOCAT ON CONTRACT • # FEE DATE- TE INSPECTION RECORD FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING Ll� RGH PLUMBING GAS Imo/ SPRINKLER ELECTRIC ' LQ'AV—VOLT O ' ALARM r� AS BUILT C`l 1 Z FINAL i°rise �o/`''` C OTHER APPROVALS ARB BOT PB zBA BOTHER THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; V 3FR PRIORTO THE ISSUANCE OF A C/O, AS REQUIRED BY 1 lY STATE LNvVo FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT AS-BUILTIfINA{. SURVEY RFINAL INSPECTION IV� VILLAGE OF RYE BROOK WESTCHESTER CouNVVV, NEW YORK -No: 22-137 Certificate of Occupancy Ehis is to certify that of, kvr� Byoc) /l___, N y having duly filed an application on If ber 520 o (9requesting a Certificate of Occupancy for the premises known as, a �� , Rye Brook,NY, located in a Pun Zoning District and shown on the most current Tax Map as Section: Block: Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.(W — , issued 20 0?/, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications, Use: - one- /'/V Construction: for the following purposes: Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in hei ht s 11 be made,nor shall the building be moved from one location to another until a permit to accomplish such change has en o e Inspector. Building Inspector,Village of Rye Brook: Date: SEP 2 6 '2022 t0l �t 19 4t" tbutf wmaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.!ebrook.org TRUSTEES BUILDING & FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE September 26,2022 SC Rye Brook Partners LLC C/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 3 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.47 This document certifies that the work done under Mechanical Permit #22-040 issued on 3/22/2022 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to 19 VILLAGE OF RYE BROOD MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.rvebrook.org, TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE September 26,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 3 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.47 Mechanical Permit#21-014 issued on 1/20/2021 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to For office&ELoa u SEP 1 5 20Z2 BUILDINGDE, T.,MENT N PERMIT# VILLA 'E OF RYE B�#S OK ISSUED: 38 KING STREtf YE BROOK jj,,� YORK 10573 DATE: —�� VILLAGE OF RYE BROOK T >r'" BUILDING DEPARTMENT _I �9 9 -06 $�O� FEE: PAIDJF APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: .3 �jmm LA-Nl (. twk 13(ZODL K4 1 DS�3 � � p Occupancy/Use: Qk S Parcel ID#: 1 Zej ,25- 1 1 4--4 Zone: 1 ItiD o wain am 41 OP Owner: St! �`1k $Q�OL t�te'(NSkOS (,C Add ess: y S7 I�fGT� dktL w c-t;�32b Wi4er* 1 wk-16 P.E./R.A.or Contractor: S" -S (Z-6 -01(y�Lbprylk^1'r Adis ess� j,)j gy �Qo K F ,NJS c�fo u-)ACjK" Person in responsible charge: w(tt J^M IZI f N I_ Ad r,--- * Lol,gr taco daK.Li3.<.3L k. Ik per r`s`> Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: w 1 L,L 1 WM J'L(k u L- being duly swom,deposes and says that he/she resides at 3� I��ZA�1kM1GtrPJG f��!' (Print Name of Applicant) (No.and Street) in Si"hi6e--D ,in the County of f::�P'1 a-F 1 lc , in the State of OT'" that (Cityrrowty Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S b el 4 ,456.00 for the construction or alteration of: ��I�t(-"M ,S(E�h U(- 6-rM 1" 1)tA) _ 1 r 4 k 101 Y`1316iF gfkS4,rAV t, r Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this /� Sworn to before me this l�fih day of S �t/�Ia�C� , 20 Z� day o � %ry�'(� , 20 �Z Signature of Property Owner Signature of Applicant SARAHtJL�ill c (jJlt�NCSS Public Aateof (,VIU-1L11'�'1 Notary Public-State of New York Print Name of Property Owner NO.01 AR6435014 Pri Name of Applicant Qualified in Putnam County My Commission Expires Jun 21,2026 Notary Public Notary Public 9112'2021 QyE BRC�� cu � 1932 BUILDING DEPARTMENT Q BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : <t-j W� DATE: l i Z z— —L�— PERMIT# ?R!L —V ISSUED: P 2 SECT: 1 7'� + BLOCK: I LOT: I LOCATION: `^''k t—� "4�I— • _';�k OCCUPANCY: ~l ❑ VIOLATION NOTED THE WORK IS... . u 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 ��'-i 6 BRcb O Z� �7 1982 BUILDING DEPARTMENT BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : � NF—, L-A' ` DATE: '" 13 L Z PERMIT# 7lp _ ©� cJ ISSUED: Z ISECT: '2q •_1 ' BLOCK: LOT:-( 'Z(7 LOCATION: r' V v �1��'�Fd—�,L N 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 �C BRCgk. F0� 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 aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - -- - - - - - L i ADDRESS:— � DATE' 1 \Y,)-2-&2)_ PERMIT# 'J` (./�--� 1 ISSUED: SECT: r2� BLOCK: LOT: !' " i LOCATION: OCCUPANCY: -- ❑ VIOLATION NOTED THE WORK IS... ❑" ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING Cl FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ]``INSULATION f ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�k, 1982 BUILDING DEPARTMENT ❑�UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.ore - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- � DATE: y 'N L PERMIT# ISSUED: ' L , SECT: �� L BLOCK: LOT: LOCATION: ` F \ 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 i ❑ FINAL ! ❑ OTHER �Q ( � u K } Cd � \ �k , k / as u q n U � En ƒ ƒ u k / CO f 00 C7, 9 2 © ./ 2 | Q cl m s / � 2 0 � \ k � % o 2 ~ % § 2 \ w 0 2 / ƒ 4 a _ a I '9a2 BUILDING DEPARTMENT BUILDING INSPECTOR ✓❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - -- - - - - - INSPECTION REPORT --- - - - - - - - - - - -- -- - -- ADDRESS:- ' - DATE: 1 I PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: _ I_ !�2cr(I ' _ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REquiRED FOOTING - CA.Llt El FOOTING DAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS A LCi y CZ V��1 ❑ L.P.GAS S (75 r—.) ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL 7-1 O D 2 - 02'1 ❑ OTHER BR BUILDING DEPARTMENT ❑B/UILDING INSPECTOR ASSISTANT BUILDING INSPECTORt VILLAGE OF RYE BROOK /ElCODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - = - - - - - - - - - - -- ---- INSPECTION REPORT - - -- - - - - - -- - - - - - - - - - ADDRESS: DATE: } PERMIT# ' ISSUED: 2SECT: `BLOCK: LOT: LOCATION: ( C1� OCCUPANCY:_ ❑ VIOLATION NOTED THE WORK IS:.. ACCEPTED 0 REJECTED/REINSPECTION ❑ SITE INSPECTION ��( _ REQUIRED 13'FOOTING ( � (6 (� J �❑ FOOTING DRAINAGE--�� ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS p FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑�OTHER R �QyE BRC�k, 19 rr 9�2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 1❑CODE ENFORCEMENT OFFICER 938 KING STREET-RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www n ebrook.or - - - - - - - - -- - -- - - - - - - - INSPECTION-REPORT -- - --- - - - - - --- - - - - -- ADDRESS : ' `� � i"� LC- l� DATE: } zaf� 1 J _ PERMIT# ISSUED: SECT: 1� BLOCK: 1 LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK ZS� �ACCEPTED ❑ RE]ECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑''UNDERGROUND PLUMBING (-cqqaS- NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING '� C ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER t Q�E BRC��• 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 MbrooLorg - - - -- - - - ---- -- - ---- - INSPECTION REPORT - - ----- - --- - - - --- - - - ADDRESS: DATE: PERMIiT* ( ✓�� ISSUED: I 7 /SECT: BLOCK: LOT: LOCATION: � 1:-� �1 I� V��'C 4 0 1, OCCUPANCY: u ❑ VIOLATION NOTED THE WORK IS... �] ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION d UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E 3Rc�� W 198-2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR _ []'ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �❑CODE ENFORCEMENT OFFICER 938 KING STREET• RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.rycbrook.org - - - -- --- - -- - - -- - - -- INSPECTION REPORT - - - - - - - - - ----- - - -- - -- ADDRESS.: C` � I I^l �3DATE: _ PERMIT# �� - ISSUED: SECT: LOCK: LOT: LOCATION: (-32 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ®ACCEPTED _ ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING !` ❑ FOOTING DRAINAGE FOUNDATION 1.�` ❑ 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 BRC�k• O tim T - BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑kSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 938 KING STREET• RYE BROOKS NY 10573 �❑CODE ENFORCEMENT OFFICER (914)939-0668 FAx (914) 939-5801 www.ryebrook.orz: - -- - - --------- IJNSPECTION REPORT - - - - -- -- -- - ------ - - - ADDRESS:- �i 1 ' Lc DATE: 1 V PERMIT#` W ISSUED' SECTa` 1- BLOCK: LOT: LOCATION: ✓ OCCU_PANCY: �\y ❑ VIOLATION NOTED THE WORK IS.:. ❑ ACCEPTED ❑' REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRD D� E FOOTING /❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAs ❑j FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER rl N O In 04 04tan, = o� 96 Q Rn ° w > '� ry z u EA ¢ ;� C9 Is , F G M F-. hr■I °o V1 c v w w a Q o CA «see 00 a • A H ¢ z w W Z C o W wi ° S f Z . Q A z ^ ►••� z a R ►� 00 a F a r••� � o � � � o F df Q r 2 w OCIO u y o v u u c 023 Imew Z o y E.. C7 u w v� J 3 Q N � o a, M � a �-• ti G7 � p G G7 A C � p f�C� ���If� BUILDING DEPARTMENT JUPJ 2 9 2021 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 14573 VILLAGE OF RYE BROOK (914)939-0668 FAX(914)939-5801 BUILDING DEPARTMENT www ryebrOok.org ELECTRICAL PERMIT APPLICATION Westchester Coun aster Electricians License Required FOR t)I�Fit L IISI" t),�1.� lil•#: - Approval Date: Permit Fee: $ � Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,06-28-21 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment, wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal, State,County and Local Codes. 1•Address: 3 Jasmine Lane SBL: 129.25-1-1.450 Zone: PLA 2.Property owner: SC Rye Brook Partners,LLC Address: SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Flee iCal Cantrantor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn t f e met ' C\ day of ,20 day of Signature of Property Owner Signature of Applicant ' �C-Ni S M. Fo,Q-7 //vo Print Name of Property Owner ame of Applicant Notary Public Notarv MELILLO Notary Public,State of New York No. 01 ME6160063 Qualified In Westchester County Commission Expires Januarn,,29.20,23 3/21/19 Westchester Rockland Electrical Inspection Services, IncA- M hone: 914-347-3595- DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 9 47-3596 Elmsford, NY 10523P IT NO. TEMP# IDA E I CITY VI ZIP,C�OgE,., TOWNSHIP �J STR ,' POLE NUMBER BETWEEN WHAT TWO CROSS STREETS ISPREMISES LOCATED? SECTION/I / )Be" /// // 4�L OCCUPANT'S NAME BURRING UP OW 'S NAME ADD 2'__, / /� , A HOME TELEPHONE NUMBER j,��lC, 7 L i ��' CURRENT SUPPLIED BV 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. 2nO FL. VIL GE OF YE BROOK PARTMENT- 3'�FL. REMARKS:IISST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY.WREIS,INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ L—Lt I I LL AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. E,b PAN DATE OF APPLICATION SIGNATURE APP IC STREET ADDRESS �/1 / TELEPHONE NO. E ZIP _ LICENSE NO.WHEN APPLICABLE/ a a i o o !a! N z ^ 00 00 ,� y V O-W C. a a � z 8 � x W o OLr) w .a� V N Ln ai °J w o W co �., N w 1-1 CA h+y .. w 0 V � � � O V w w °o � a it 0 Lnz z f.y V) M, a' 00 M r MM , 0o a< V' z z N ' z s W u � W w Ln o z N Fg p oC/) L �I as a a z ca w A. Cn D CE C IE ME BUILDING DEPARTMENT AUG 2 4 2022 -DD VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 BUILDING DEPARTMENT WWW.ryebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#. 21-008 ___ EP#: ��-L w AUG 2 5 201 �I Approval Date: Permit Fee: $ Approval Signature: Other: Application dated, 08-19-22 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 3 Jasmine Lane SBL: 129.25-1-1 .47 Zone:P_U_D 2.Property Owner: RC. Rve Brook Partners Address: 5 International Drive Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, NY 10580 Lie.#: E-51 Phone#: Cell#: 914-760-5226 email: dfortino(abenterpriseelec.com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house, Wiring for line voltage smoke detectors 5.31 Party Electrical Inspection Agency: S W I S r � STATE OF NW YORK,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named,and does further (prmt name of individ6al signing as the applicant) l state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the �[ for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned fin:ther 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 be me s day of ,20 day of 0 z Signature of Property Owner Signature of Applicant Denis M. Fortino Print Name of Property Owner Print N e of Applicant Notary Public Notary Public CHRISTOPHER J.BRADBURY Notary Public,State of New York No.01 BR6159985 6/23/2022 Qualified in Westchester County Commission Expires January 29,20 " STATEWIDE • Set-vice With lwegi-il.v lil Main Street,Fishkill, NY 12524 1 emod:office@swisny.com SWIS JOB APPLICATION tel845.202.7224 I fax 914.219.1062 1 SWISNY.com I SWISTraining.com Office Use Elect. Permit# Date Bldg Permit# Utility ID# Final Certificate# City/Village Zip /C25' 3 Township County Address-3 ���11i11,. Cross Street Sect' Block/ Loll Owner Name/Address(if different than above) _ P11L4 ;_ o 4 c7 Contact Number Basement �list FI. �2nd FI. ❑3rd FI. ❑More Than 3 FI. ❑/ Garage ❑Attic Outside Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cocktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect Underground New ❑Reconnect ( ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information �/ 4' p EC ENE ]D AUG 2 4 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application Is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other Inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Nam _.� �� L Date _11 _ Z Signature Address O O/f ; City/State Zip Code O License# _�� Phone# �� S ` State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 a 845 202-7224 Phone 914-2194-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. Rye Brook Partners PO Box 713 3 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 3 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number:22-200 129.25 1.470 Certificate Number: 2022-5350 Building Permit Number:21-008 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 3 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic,Garage, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 12th day of September 2022. Name Quantity Rating; Circuit Type HVAC Systems 02 Receptacles 49 Switches 38 Luminaires 13 Under Cabinet Lights 02 Recessed Luminaires 36 Range 01 Dishwasher 01 Exhaust Fans 04 Dimmers 13 Gas Furnaces 02 Electric Water Heater 01 TV 03 Phones 02 Microwave 01 Name Quantity Rating Circuit Type Refrigerator 01 Disposal 01 GFCI 11 Smoke Detectors 03 C/O Smoke Detectors 04 Sump Pump 01 Panel 01 22SAMP 42 State Wide Inspection Services did not perform a Rough inspection(Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only Y'/J Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 w "o Ur eq 'r a w M WW t w � Q Z 1 p zoid 0-4 H00 uz V a o 1 04% < a. W z + M � L j y V � z r V Z it x 4ut ° V A o 00 4 H a w oZ W � z g off a NZ. wad o� a as w z �E BRC�v IECEMED BUIL E 1, MENT VIL E OF RYE. OK DEC 2 9 2021 938 K1N E 1 IZY 131 ,NY 10573 (914)9 6 ( 939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT .or PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: p� " ME) PP#: V Approval Date: DEC 3 0 202 Permit Fee: S -7 7Q � Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, ,,Zq,2I 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: J0.S r-L. C y r U"'V* kC91 2.Proposed Work: to wY mo' 'Z:"Tqt k-e i I` . 1 ht'a b litaq f. 3.Property Owner: SCLboo IL L-l'L Address: Qj QQLLr Phone#: CI I -1 ^�L l - 15 0 g Cell#: H-'_1a Li -5 o S6 email: f�U6cs;s i.tzlr�Q+yt4v[x;P Cc w► 4.Master Plumber: 1?av1 e9;AS ILy Address: —� Lic.#: Pi IC Phone#: I S4) I S3-U1jCell #: email: r� t��pb;gSlL� �lurn6, �u►✓1 Company Name: �bt 51Lu t L)Ml,i , VW tjin C00A%-d`d%ss: 10%ci �fi 1�N�TE#3� on( rJ Q INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Basement Closets Fountains Tubs Tubs Service Service Sewer LP Gas 1 1 1 1st Floor 1 2nd Floor 31 Floor 41 Floor 51 Floor Exterior 5.*List Other Equipment/Provide Details: dG (Notarized Signatures Required Next 2 Pages) 3/21/19 STATE OF NEW YORK,COUNTY OF WESTCI.IFSTER ) as: Pou I Nebrosr.v ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states Urat(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Rt.lJ1 lim 0or1+YO•G4cw' 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 tnte 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 firth 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 3 f r;!�• Sworn to before me this day of G t 20a?(Z_ day of A LA4 20 oL 0 Signal f rty Owner Signa � tics �-�r-4,- D t..t a/,-( S Paw N &fas V-SA Print Name of Property Owner Print Name of Applicant 61AI G22-4 6( Notary Public A Boyd Notary lnbiia,Sty of Nlrltr Yoriti Na 0IM6166307 QtwAW in WNWbatec cowty C,otamaiaioa IMtsy 21,2W'3.2 0x.3 This application must be properly completedd 'to its entirety and must include the uucniisev�roe�n.rsruf.� the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.OIAB8378708 Qualified In Orange County MY Commission Expires 07.30.2022 -,. 3n_vt9 i J�J �1 O N c c ys ■ � W � ON a•v � �••E C. � � u o n o t W � .. o � O w eV - �eQ � rW M W �"" N .., g o ; � •vs vb � E- N C 00 C4 I co V �j i W (4.) 044% F-� W E � M � cf-Do W Z Z ve rw • 5 ►—� � � p � p�"q fo c � c � a v, � Q 3 z V � �, o $ w •b � � � E E wo CZG, coC € vD >0 i � � W pF" = o• o. a �( E E U BUILI)JNCI&OARTMENT VILE:' E OF RY OK NOV 19 2020 938 KING ,ET RYF,BR ,NY 105 (914)9 39-5801 w , D 0 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: n -yp� Approval DatJAN 1 9 2021 �og MP# CI�Q� Application Fec:$ /mod Approval Signature: Permit Fees:$ t2 P Disapproved:-- _ -- Other: Application dated:_ 5-31—1} is hereby made to the Building Inspector of the Village of Rye Brook NY lbr the issuance ol'•a Permit to install a Fin: Suppression System as per detailed statement described below. 1. Job Address: -3 L-,Lv c- p Parcel I.D.: 1 alit.15—\—1.4-:� zone: P140 2. Proposed System(Describe system in detail including suppression agent): I3©-^ n 1e ,fcrv� ±hnauat.Szi,E 1 r __ v 4- 3. Number&Types of Fire Sprinkler I leads: 4. N.Y State Construction Classification: 5B _ N.Y. State Use Classification: 5. Cost of Installation:$ 131 44b (Cost shall include all labor.materials.fixed equipment.prolessional fees.and materials and labor which may be donated gratis.) 6. Property Owner: __ k1C_ V�r oo IL Address:g0 Phone#Tt �ram,-56a� Cell# email: Applicant:_MQC_V _Address: IFj 1r clucstruQl Poxl- Piaee M�datP4ciarT�T Ord•t•5�- Phone# ��(� _gg� _ _Cell# O�$��—t� email• f_V m r,rk�J me t•�;r e _tom ArchitecUl;ngincer: T2, \A( . I_ku\1%\tan Address: 519 Mar,skeet— g�ir4c �C 12,oatorTMA. �. oataq-uo� Phone# Cell# — email:'r t=5 wor-1 . CA om General Contractor: I� R. -�o�r�c rat-C�� ress: 3 r,4-�,r r tn% Phone#_QA"5-T 66 Cell# email: -I- 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety 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. STAIT OF NF.W YORK.('OONTY OF Wl:STCI II;S•1'I:R 1 its: 9'-,.A&o _,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that (s)he is the legal owner of the property to which this application pertains, or that (s)he is the d.K_ }eettor, for the legal owner and is duly authorized to make and file this application. (indicate arc i�.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 conf'onnance 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 belirre me this Sworn to belbre me this Flay day of , 20 day of -&! 20-1-)-_ Signature ot•Property Owner Signature of Appl scant Print Name of Property Owner Print 1;�:� Notary Public Nota4 Public MICHAEL SILVA NOTAR)'PUBLIC MY COMMISSION EXPIRES OCT.31,2022 O w � N \ u w. CR � t � e € S O a U N O o zo F3 � .. w z � � 7 o � - 03 � O x v tn W O a °tea Qr cn 00 �1 � c � -u Cl� r, � O (� w � z `'' van Q � gu �to z cg G, U c b u y 6 `' a 2 Z rim en `CN 00 air O c �zzv „ V W p N 0y � � ; p F V O CA z0. C � .,, v �„ W t u $ � C� O w O 0 �.y CA z ,Zj Q d' C7 A (z A = „ o M z z A oA c as _ a �z A a CC � v ° v a a cv w x � �= � � � BUILDI :-biARTMENT D CEWED VILLA' E OF RY61ROOK 938 KING S.'PET RYE BROOK,NY 10573 MAR 21 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE OICI l : N:RM11 #: upc�;;Z, 0 Approval Date: MAR 2 3 2 Permit Fee: $ cxo Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form (Form#C105.2 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, 02/ s 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: Link. SBL: UT- )SS -1-1.4-1zone: 2. Property Owner: ✓t 6 Address: Phone#: Cell#:C)J+Q- 4505(g email: 3. Contractor: Address: Phone#: Cell#: email: I,AP,w give. (t• i'G, 4. Applicant: t( Address: t7 6111 324 {lt Uk /(/Y ()N 1 Phone#: Cell#: email: 5. Scope of Work:New Installation Replacement( )•Removal( )•Other ): 6. List Equipment: 1 74 S L"?IV)i ICA � C a n 7. Location of Equipment: ieys.-1 8. Method of Installation/Removal(list all equipment needed to perform job): !1`'t ( All 0 o4 �C�1 J4 j 1 I 1 8/12/2021 STATE OF}�4EW YORK,COUNTY OF WESTCHESTER ) as: i2h,I `1la tie ro ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the spat ady►- for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this ! - day of ,20 day of ` ,20�_ Signature of Property Owner Signa fill JA-4L icant / Print Name of Property Owner Name of Applicant TRISHA MARTINEZ Notary Public NOTARY PUBLIC-STATE OF NEW YO otary 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 8/1=021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Ur to 96% AFUE, Single Stage, PSC Gas Furnace EA Ur TO SELL • Up to 96%AFUE in upfiow and horizontal positions, Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W C. and cabinet air leakage less than 1.4% at 0.5 in.W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420) with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ" primary heat exchanger • Stainless steel secondary heat exchanger illustrations and photographs are only representative • High temperature limit control prevents overheating Some product models may vary • Direct ignition with Silicon Nitride ignitor • Hi h quality, corrosion-resistant, prepainted steel cabinet tWARNING EAIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning coukf result in personal injury, air death,and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35" (889mm) high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system installed. • Innovative knobs for easy Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas, with propane gas conversion kits available • Four position- upflow/downfiow/horizontal (lef0ght) installation ENERGUIDE 'OE" y • At least twelve different venting configurations • Through the casing flue pipe for counterflow,or horizontal applications with accessory(order separately) i v • Concentric vent available T45JJML F4rI F%� • Self diagnostics with super bright LED NO • Slide out heat exchanger and blower assembly 11111111117­j-- LIMITED WARRANTY e 78% 82% W% 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limitedrustas ,% CERTIFIED warranty For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Uae a tha a+Ai Droned TM Mark ndcal«a nwrulectwere pubtosam n the program Fa other applications. ­tnc.oen w c«altabon for.r k dual pros go to ww efn WWIN «g 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) N9MSE0261408A 40,000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54 N9MSEo4o1410 40,000 96.0 95.0% 625-905 35 x 14 116 x -1/2(889 x 361 x 750) 123(5 N9MSE0401712A 40.000 96.0% 95.0% 650-1050 35 x 1 - x 29-1 2 889 x 445 x 750) 1 1 N9MSE0601410A 60,000 —95.5% 95.0% 6 -11 0 35 x 1 x -1 (889 x 361 x 750) 1 7 5 9 S 0601714A 60.000 96.0% 95.0% 650-1420 35 x 1 -1 x -1 (889 x 445 x 750) 144(65 N9MSE0801716 80,000 96.0% 95.0% 810-1600 35 x 1 -1/2 x 29-1,12(889 x 445 x 750) 154(69) N9MSE0802120A 80,000 96.0% 95. 1335-1970 39 x 21 x 29-1/2(889 x 533 x 750) 162(7 N9MSE 1002114 100. 96.0% 95.0% 915-1545 35 x 21 x 29-1/2 889 x 533 x 750) 1 N9MSE1002120A 100,000 96.0% 95. 13 -2065 35 x 21 x 29-1 (889 x 533 x 750) 16 (76) N9MSE1202420A 120,000 96.0% 1 95. 1320- 10 35 x 4-1 x -1 (889 x 622 x 750) 1 (84 NgMSE1402420A 140.000 96.0% 1 94.4 1290-2035 35 x 4-1/2 x -1 2 889 x 622 x 750) 190 86 sped6cationa ere subject to change errmoo]nob" 44011 4403 05 12/3/18 N Performance S HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT • Scroll compressors on select models G • Filter-Drier supplied with every unit for field installation { •Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE Ci• • 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, "16 product has beer deergned and nflrutaruured to meet ENERGY STAR veema,v WWW diden y W" • 5 year compressor limited warranty . �10600r era Pro Proper of Ila*a; ' to ad,imv rated cepeaN and a4oanty. InsW lion d • 5 year parts limited warranty (including compressor and and pro"shed talc,,,,them merOaaer nt • s refngera coil) d"ng and air flow irsOnxLars. Future to corer, p'oper dafge end airflow r.Ny reduce•nQgV ellaerwy -With timely registration, an additional 5 year parts limited Qd`"° •°"pna'""e warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty certificate for complete details and C �` US CERTIFIED restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark indicates a manufacturer s par iopat on m the program.For venficmion of certification for ndMdual products. go to w ahndirectory org Model Size Nominal Min.Circuit Max. Fuse Operating Dimensions Ship/Operating Number (tons) BTU/hr Ampacfty or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1'/2 18,000 11.8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 21/2 30,000 16.8 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3'/z 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/127) Speaacatp S subject to change without notice 421 11 6201 05 5/17/19 p EC ENE *%Wster AUG 13 2021 vrcorn VILLAGE OF RYE BROOK BUILDING DEPARTMENT George Latimer County Executive Sherlita:hoer,MD Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13327-21-DCDA Application for Backflow Prevention Device Kingfield Development 3 Jasmine Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VI I, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf . NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow(cD_westchestergov.com . Respectfully, ®royyylor,&P. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. Insp. — Rye Brook ✓ v File 000 Ra �daJiaLb ':. SE REMLE Department of Health 25 Moore Avenue Mount Ki;co. NY 105 19 Telephone: (91 1)86 I-T 296 Fax: 191 I)8 1:3-1691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log Na. 13327-21-DCDA Facility: Kingfield Development City, Village, Town: County: 3 Jasmine Lane Rye Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One 1)—2 inch Wilkins 950XLTDABF (DCDA) Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. r%I a certified backf TI U. lowprevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must`be completed by a Professional Engineer or Registered Architect, licensed And r egtster ed In"tie State of New York. e , F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: Qz�� DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner NEW VORK STATE DEPARTMENT OF HEALTH Bureau at Public Water�npty P,o on Report on Feat and Maintenance Empire$fetote Pl?late-Carnin9 Tower,R Room f 110 Albany,NV 12237 of Backflow Prevention Device For the year c �� Pieasr use a separate form for each devi>;e. Irtltial test-Complete entire form Annual tact.Complete Part A only Public Water Supply Amount No. cown� �C Block Lot V Facility Name Location of Devine Address, IC�.S�r:tna Q, 3r Zak W 1'J373 street ci zip — Device Information Manufacturer Type O RPZ Model Size(in inches) Serial Numberlei 1 �S ocv 056 xL- 'D 11 C 60&a Check Valve No-t Cbwk Va"No,2 D)ryareatW Pressure Relief Line Pressure Vdwe Test Leaked O L�Iced Opened at psid Date j before Closed^_grt J C1mo! repair tiSht-[ - 0 4 Pressure drop across first check valve M D y psid DBiBcttbB ----- Repaired by speli and � Name used Lic it Date repaired: m m M D Y Final twit Closed fight \/ Cate 9 (/�! Closed tight ® Opened at psid C) � 1 9 Fa a Pressure drop across first N D y check valve a 3- [Lpsid Water Meter Number Meter Reading Type of Service::r(checE one) 9 Domestic(7r� 9 Other Remarks(Describe defiaenaea:bypasses,outlets before the daviciL wnmcticne between The device and pant of entry,mlasing w inadequate airsaps,etc.) F71— Certtflcadon:This device tLj meets, 0 dose N(Tr meet,the requirements of an acceptqble rrent device at the time of testing 1 hen by rfify the rig data to be oortea Pnnl'Narno Certified Tostor No. a e Expirsbon Owe Property ovate r ovmena agent)certification that test ryas Performed: 0. 1 Pnnt Name Title Nre Telephone Certification that inatarlation is in accordance with the approved plans. fro be Wmpfetea by the design enghreer or architad or eater aupplter.) I hereby mrbTy that this Installation is in accordance with the approved plans Name Russell Palucci Tithe Engineer Date a ( 9 Z 7 Nye DOH Log# License Number 78721-1 Phone(845 )337-6040 d If ���,�Q� 7_ — DiA rime o uticns, onsu 99 In n Ineers o�rxtee t,rti r �` Representing Address 140 Princeton Drive city Shelton Sta- CT zip 06484 Lj [SE 15 2022 SigneiUre _..._..�.0 zand aria EomD.el c»Dy m the s Cr. ad naxilh deparwnerri reprasoiu no:ivo and o copy to M Peon owner aria wa101 wDPUm immcdlnoly i!dew_e tsue test aria mpelrs canner tmmodlntolY oe UILD,NG DEPA.R I {��CIV I,pp�.�. t t3(91Y1) ) 3 Jasmine Lane Rye Brook NY "—Pit/ D h 2015 IECC Energy 15 [,EP2022 Efficiency Certificate VILLAGE OF RYA BROOK BUILDING DEPARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R8 Glass& Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Heating System: Heil#NgMs 100 1 oA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe 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: 4255-3 Jasmine La Rye Brook NY Name: Address: 3 Jasmine Lane Address: 3 Jasmine Lane Rye Brook , NY Rye Brook, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.70 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 4255-3 Jasmine La Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,259.2 (+/- 1.2%) Effective Leakage Area: 68.5 in Building Volume: 28,023.0 ft3 Enclosure Surface Area: 3,200.0 ft2 Coefficient (C): 97.5 (+/- 9.2%) Exponent (n): 0.654 (+/- 0.025) Correlation Coefficient: 0.99924 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 70 °F Post Indoor Temp: 70 °F Pre Outdoor Temp: 72 °F Post Outdoor Temp: 72 °F Altitude: 108.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-09-13 09:11:11 2000 • Depressurize — E 0 800 Y 700 600 a 500 -6 400 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg_(Pa). Adj Bldg-(Ea). Fan (Pa). Flow (cfm) Config Baseline -0.0 -60.0 -59.6 -59.5 -60.7 1,407.1 Ring A -54.0 -54.7 -54.6 -52.7 1,313.1 Ring A -48.0 -47.8 -47.6 -44.6 1,211.1 Ring A -42.0 -42.0 -41.9 -37.9 1,118.3 Ring A -36.0 -36.3 -36.2 -32.1 1,032.0 Ring A -30.0 -29.8 -29.7 -219.4 877.2 Ring B -24.0 -25.1 -24.9 -181.5 798.4 Ring B -18.0 -19.3 -19.2 -126.7 668.1 Ring B Baseline -0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: _75 1 NT SBL: l ?-< 2. S— l Zone. u Use: Z t o Const.Type: Other. Submittal Date: k ZLZ- Z,,.-> Revisions Submittal Dates: Applicant .0- Nature of Work (-4w - W Reviews:ZBA: J AN 1 9 2021 PB: BOT: Other. OK ( ( ) FEES:Filing: 7S'� � BP: ��_ �I 1�,�y�'� C/O: sc:, Z QED, ( ) ( "P: Dated: ✓ Notarized: ✓SBL: ✓Truss I.D. Cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening. ( ) ( ) ENVIRO: Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current Archival: Sealed: Unacceptable: ( ) (�PLANS:Date Stamped: Sealed: ✓ Copies: 1- Electronic: Other. (` (VLicense: Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 7S3#: Dated: N/A: (vY ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (vY ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery._Other. (vY ( ) PLUMBING:Plans: Perrrn Nat.Gas: LP Gas: N/A/: Other. ( (,� FIRE SUPPRESSION:Plans: ✓ Permit ✓ N/A: Other. H.V.A.C.: Plans: Permit N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. (�`/ O 2020 NY State ECCC: N/A: Other. (L ( ) Final Survey Final Topo: RA/PE Sign-off Letter: As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. O O Other. ( )ARB mtg.date: approval: notes: ( )ZBA mtg.date: approval:- notes: ( )PB mtg. date: approval: notes: APPROVED REOUIRED EXISTING PROPOSED NOTES J AN 1 9 2021 Circle F%ee Front Front Sides: Rcr. Main Cov Accs.Cov Ft.HS : Sd.H S : Tot imp: Ft.Imp P rkin Height/Stories: 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 $22S.00 x $I S.00/$I,000.00 Basement Sq. Ft. x W.00 x $I S.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= `1 Z sq. ft. x $6S.00 = $ SD S. x$IS.00/$I,000.00= $ ?S ° I�'Fl. = t sq. ft. x $22S.00 = $ 3Z3:3Z S, /x$IS.00/$I,000.00= $ �l,4jL6. 2"d Fl. = y2 sq.ft. x $22S.00 =$ 3Z 01, b S, x$I S.00/$I,000.00= $ 0�, 3 Attic = sq.ft. x $22S.00 =$ d x$I S.00/$I,000.00= $ + P-1 Total Sq.Ft. = 3 b3�i sq. ft. Total Cost= $ 41 SS. Total B.P.Fee= $ #Includes Attached Garage if Applicable. Total Amount Paid= $ FS 1... .. ., a Total Amount Due= $ 11 l�D J AN 1 9 2021 Date: Signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: Be/A/\J ' lk1 .L1- - /'?'c rS(AJ ,'J /4-2C," I Mw 7-k2k— Subject Property: 3 JG MIr 7e L z)e SBL: ,a5—� /.�one: �U� Please take notice that the subject; C(One or Two Family; O Commercial, XNew Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; EK Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders & Beams (F) ❑ Roof Framing (R) CYFloor 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. 1 r,gl � d- Date Desi n Pr � al n � ts(ti Datc ( P c qr Datc Notary Public (7) TRISHA MARTIN NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commis,3ion Expires 10-19-2023 CERTIFICATE OF LIABILITY INSURANCE � THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S). AUTHORIZED REPRESENTATIVE OR PRODUCER.AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT a NE �ACT Aon Risk Services Northeast, Inc. ONE Boston MA office AC.No.Eat): (866) 283-7122 53 State Street (800) 363-0205 y Suite 2201 ADDRESS. O Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC p INSURED INSURER A: Navigators Insurance co 42307 SC Rye Brook Partners, LLC INSURER B: Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity 6 Liability Company 38318 INSURER D: INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested LTR TYPE OF INSURANCE INSID WV0POLICY NUMBER (MUDD,YYYYI Po UMRS e X COMMERCIAL GENERAL IUBK TY U99UUOUb9 EACH OCCURRENCE S 5,000,000 CLAIMS-MADE OCCUR PREMISES Ea occurrence) 5100,000 WED EXP(Any one person) Excluded PERSONAL 6 ADV INJURY S5,000,000 GENT AGGREGATE LIMITAPPLIES PER GENERAL AGGREGATE $5,000,000 PRO- Z%4 POLICY X JECT LOC PRODUCTS-COMP/OPAGG S5,000,000 OTHER'. g n AUTOMOBILE LIABIRM COMBINED SINGLE LIII ANYAUTO BODILY INJURY(Per person O SCHEDULED Z OWNED AUTOS BODILY INJURY(Per eeedent) a AUTOS ONLY - HIREDAUTOS NON-OWNED PROPERTY DAMAGE ONLY AUTOS ONLY tPer accident) .2 C UMBRELLALIAB OCCUR 1000579693201 06/3 0 0 11/01/2021 EACHOCCURRENCE U X EXCESS LIAR CLAIMS MADE AGGREGATE S51000.000 DED RETENTION WORKERS COMPENSATION AND PER STATUTE I OTH. EMPLOYERS'UABILITY Y/N ER ANY PROPRIETOR,PARTNER EXECUTIVE E.L.EACH ACCIDENT OFFICERWMBER EXCLUDED' El N/A Kris min wider E.L.DISEASE-EA EMPLOYEE DESCRIPTION OF OPERATIONS bebw E.L.DISEASE POLICY LMHT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Additwnal Remarks Schedule.maybe attached I1 more apace Is required) TJ a� -may CERTIFICATE HOLDER CANCELLATION 21-4 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 CtFOfi c��GaOYfG �..L4L'KO V III.GIAE1Cf.74 ✓l7Ei —� (01988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business A plying For: (Legal Entity Name and Address): Building�ermit SC Rye Brook PortneM LLC From:The Village of Rye Brook NY 1100 King St Ste 114 Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABELITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Jaaice 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 I 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 I.aw and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN ture: Date: HERESigna ; LD/ ,P ExemQ$oPAC ate 1NuIDber 44 �A q v`d 24 . Ma 020 s. NYS Wor nation.Board CE-2oo 01r2018 '4�"® CERTIFICATE OF LIABILITY INSURANCE DATovivi o oa,312020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME6 CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O.BOX 328 A CNNo Ext:888-333-4949 FAX No):507446-4664 OWATONNA, MN 55060 AIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $,�,D00 PREMISES Ea occurrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONALS ADV INJURY $1,000,000 FG N'L AGGR A E LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO X POLICY JECT ❑LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT accident $1,000,000 X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED B AUTOS N N 6D42334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON N PROPERTY DAMAGE AUTOSS ONLLY (Per cci n tl n UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 BEXCESS LAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X PER STATUTE OTH- Y/N ER ANY PROPRIETOR/PARTNER/EXECUTIVE E E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1 o Dw If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/O3) The ACORD name and logo are registered marks of ACORD vORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 1c. NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN,CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 04.3814418 2 Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b.Policy Number of Entity Listed in Box"1 a" 6042338 3c Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) �X all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"I a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3 on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carver) Approved by: P1 —_ 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov CERTIFICATE OF LIABILITY INSURANCEDATEfMM/°°/YYYY, 2/1/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GUNTACT OTT AGENCY NAME A/ONE N.EXt (845) 895-8873 t-rPO Box 659 Ac No Wallkill, NY 12589 AAIL ADDRESS ottins2001@yahoo.com. INSURER(S) AFFORDING COVERAGE NAIC0 INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER C 7 Ohara Rd INSURER D Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INS. wvD POLICY NUMBER MM/DO/VYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1 OOO OOO CLAIMS-MADE FRIOCCUR DAMAGE I PREMISES Ea occurrence S 500,000 A X X MPU7919F 1/21/2022 1/21/2023 MEDEXP(Any one person) $ lO 000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 POLICY F]PRO JECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER $ AUTOMOBILE LIABILITY SINGLE LIMIT _- ANYAUTO Ea accident $ 1,000,000 OWNED SCHEDULED B1U7 919F 1/21/2022 1/21/2023 BODILY INJURY(Per person) $ $ AUTOS ONLY x AUTOS BODILY INJURY(Per accident) $ x HIRED NON-OWNED AUTOS ONLY R AUTOS ONLY Per acutlern $ $ X UMBRELLA LIAR X OCCUR $ EXCESS LIAR CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE E 5,000,00O CLAIMS-MADE AGGREGATE S 5,000,000 DED RETENTION S WORKERS COMPENSATION PER $ AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N WCU7919F 1/21/2022 1/21/2023 B OFFICERMEMBER EXCLUDED? ❑ N/A E L EACH ACCIDENT $ 1,000,000 (f yes torydes ri>e u E L DISEASE-EA EMPLOYE $ 1,000,000 If yes tlescrlbe under DESCRIPTION OF OPERATIONS oelow E L DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule may be attached A 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 REPRESENT TIVE ©1988-2015 ACORD CORPORATION All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD YORK ' Workers' CERTIFICATE OF sTArE I Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured 203-223-6700 TOTAL COMFORT INC PO BOX 359 1c. NYS Unemployment Insurance Employer Registration Number of 7 OHARA RD Insured MILTON,NY 12547 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Securi certain locations in New York State,i.e.,a Wrap-Up Policy) tY Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b. Policy Number of Entity Listed in Box"1 a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period nv9ii9n?? to nv91/-2r»z 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) QX all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print nam�uthorqed representative or licensed agent of insurance carrier) Approved by: (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT CLUSTER "YY" COPY INTERNATIONAL DRIVE RYE BROOK, NEW YORK SIC RYE BROOK PARTNERS, LLC AREQUIRED LT/FINAL SURVEY 5 International Drive, Suite 114 FINAL INSPECTIOTo N Rye Brook, NY 10573 NYS Uniform Fire Prevention S Uniform Building Code: 2020 Building Code of New York State � 2020 Residential Code of New York State 2020 Fire Code of New York State , 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State � 2020 Fuel Gas Code of New York State 2020 National Electrical Code 2017 ICC 117.1 Accessible 8 Usable Building and Facilities � � i ��j j ❑ � � ❑ � ❑ ❑ � ❑ u u Project Criteria: Use Group: R.z 5 JASMINE LANE 3 JASMINE LANE 1 JASMINE LANE Construction Type: 56 Area: 10,274 sq.ft. Volume: 90,141 cu.ft. FINISHED BASEMENT NOT �0p•0�.•�M�.�i�P�p�R� APPROVED FOR USE AS A """°'�V�'��QIgRED�pR SEPARATE APARTMENT OR �F�Wly p�C DWELLING UNIT E 7 Thurston Avenue Structural Consultant PERMIT# Newport, RI 02840 Camera/O'neill Engineers THIS BUILDING MUST 6E POSTED $BL# �, Z• l' Z�'� � — � ' {•�� CordtsenDesign.com 117 Black Point Lane Wl�t F�PERM!�NfiNT s;OtvSTRUCTION Portsmouth, RI 02871 TYPE IDENTIFICATION SIGN; GATE APPRO E �A ZOZ� I � C_' 1 X::VE 401.619.4689 MEPBP Consultant � R.W.Sullivan Engineering FIR ��;��;�v jf�JfGV 1��� �- e of R e is �`-� �i�V �� 2020 529 Main Street#203 � y ��� C O R D T S E N Boston, MA 02129 PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED BY LAW. 611F DESIGN � ��s�;�`,,�� DAP E BROOK ARCHITECTURE A t R1`MEN3' FL 313.17 G 312.42 FL 1 307.67 G 306.92 G311.25 G311.83 52 FL 1 297.17 G 306.33 O G 300.92 G 305.75 5S Sa O FLI 301.67 FLI 294.67 G 296.42 G 300.33 FLI 292.67 G 299.75 57 A SIGNAGE FLI 291.67 W/o G 293.33 O 56 C 1 23 25 Xl- SALES OFFICE t W/o X2-SALES PARKING-+ G 290.92 G 291.92 61 O 59 C 1 C2 A 19 21 X3-SALES PARKING-► 62 A 15 17 CLUSTER W XL-SALES PARKING F 63 D R C2 XS-SALES PARKING 64 BR 13 E X6-DO NOT ENTER q I CLUSTER X W c o°$ X7-DO NOT ENTER D L BR 7 ,,,_ 0 o u Q 5 CLUSTER Y 3 > c o, CLUSTER NEYSUCKLE LANE r GWus �� 0) CLUSTER AA c F19Y L 33 O ~ 5 y v+ FL 313.17 V s r 3 c CLUSTER 68 ,;, � 17 32 G 312.42 u ^z CC CLUSTER O FLI 305.67 Z Z R ` u gate to be � 15 G 304.92 locked at all hainli k lenc B L LA times 22 m c 15 ZL 31 FL1312.17 choinlink fence r 18, 79 FLI 294.67 51 B R A c D M Y R G 311.42 , n gate � 27 G 293.33 4 O � 13 30 C. �► 20 N �, B L F l 5.67 � y Q' a m FLI 293.67 890 g R % 3 .92 13 SG05.92 r m W/O c 11 ZL 29FL1311.17G 292.92 46 1 20 M 9 G 310.42 306.67DZ R 28 25 81 G 294.33 305.92 O C 1 1305.92C2n 70 70 z FL1 294.67 DR 1 OF 1 1306.67 18 m ,n N 7 YL 27 FL1 310.17 W/O 8 p Cl 82 L 295.67 A rG 305.92 1G 309.42 G 293.92 c 23 A G 294.33 305.92 45 `^ y 5 Z R 26 Z 9 N m Z 305.92 C 2 16 rn r C 1 G 294.92 �. 4 25 FL 309.17 A n 3 G 308.42 FL1295.67 D R o D � z 21 83 43 G 304.42 N 1 Y R 24 O W/O 86 16 O Z 4° 7 f[ G 294.92 rt' o C 2 p N n .3 1 a note: Uj c n FL1 296.67 40 42 FL)305.17 maintain entire length of `^ 19 G 295.92 Cl A G 304.42 international drive free FL 296.17 m B L 0 � 5 from dirt a debris at all � of� B L 14 m 85 304.92 m times one W/O 87 p A rr G 295.42 a Z 1 305.67 A 12 70 p G 303.83 c� +roc 304.33 39 O C 1 a l note: roc ��ce oK�A J O c 3 NO TRESPASSING dec � 91 m 8 G 297.42 O< signs on all gates �� ��p FLI�9p767 O DR 12 p l7 C2 C2 G9 ro �c �•oc NOTE: W 4.33 38 10 sales FF 306.50 tiOG % `e5`� 5`�G FOR DIAGRAMMATIC PURPOSES ~ 00 G 296.92 F L 1 298.17 parking 'rE f Goc ONLY. REFER TO CIVIL 89 G 297.42 p DRAWINGS FOR ALL RELATED J G G 15 A G✓ A directional SITE WORK. � p ®A const.sign LEGEND: M N FL 1�29p8 17 92 B L 10 G �, G 297.42 37 B L CC A- 'A'UNIT (�-- C G `� 8 'p 1 X1 BR-"B RIGHT"UNIT U 0 G 297.42 C l 90 FL 303.67 O O BL-'B LEFT"UNIT W +- 1 r 13 G 2.92 CI- "C"UNIT.MASTER UP O Q G Q < C2-"C"UNIT,MASTER DOWN = Z Z sp o z 6 y DR-"D RIGHT"UNIT i:= L 94 G 296.42 0 '� DL-"D LEFT"UNIT 0 U 93 DR 8 ; C, �' FF 302.50 G 302.42 YR-'Y RIGHT"UNIT F � J FLI 298.17 O 11 C2 7f 7n 36 C 1 sfF I YL-'Y LEFT'UNIT N Q Q p ZR-"Z RIGHT"UNIT w Q _ W/O FL1297.17 '' C0 O FL1303.17 U G 297.42 95 G 296.42 co�n� 301.42 4 O +stop sign C 1 G 302.42 ZL-"Z LEFT`UNIT V) 0 6 A W/O-WALKOUT 27 O p G 302.42 Q C 1 <Gv 9 G 295.83 FL 302.17 35 2 +stop sign flag man+ 2 97 O<G� G 300.83 C 2 <-y A G 296.42 4 ��� biz C 18 34 © `e4,0 C, 25 O FLI 302.67 A J, 7 G 300.83 18 F Gsr C 1 G 301.92 F FL 1 297.17 98 G 293.42 © Ceel 9 23 7 ? W/o ti 100 C 1 �ti G 295.83 +stop si _ C 2 2 FLI 294.17 © Q4 16 6 99 y 5 C2 G 293.42 A 21 B L { (�) LZ G 295.83 A l G 292.83 G 302.42 5 14 c`G�rF� G 300.92 * V/ F 1 O C2 C` 1 1 _ E 3 L 303.17 ^ }- Cl 102 G 302.42 O 12 19 C 1 FLI 301.67 Ll. C 1 o e 6 G 300.92 O 3 c 16'x50' G 302.42 <GJ 12 ^1 anti-tracking 1 O`c\`C C 1 rFP A W VJ G 289.42 pad Gr 88 O C� 17 G 300.33 S ' Z 10 <G i ^^,, 103 CG2 G 301.92 A �fF 13 � � W ,[ FL 1W/ 17 gate �S� G 289.83 post$roil/en 9 F C 1 ' Q .c ce FL1302.67 8 � O C 1 15 G 289.a2 8 Gro 78 FL 1 291.17 G 301.33 C 2 e L- G 288.83 104 A g C 1 G 289.83 Y m ate for construction ///��_��` FL 1 288.67 6 entrance&exit to be 77 10 1 q G 298 42 y 105 1 I S Q G 289.83 O c w/p Q-ti unlocked&open during 13 u G 287.92 C 2 s�� construction activity only. A FL 1 291.67C1 �J 13 76 G 290.92 FL 1 299.17 109 4 G at all other times this gate must be closed&locked C 1 15 G 298.42 s O 0 A y D L G 291.83 o 0 �o. G 297.83 q- B L FL 1 293.17 2 �0� OJ P 7 70 G 291.83 off " C 1 16 C, DPP" / 9 G 292.42 FLI 294.67 �� C 2 blacktop C/ C 1 69 G 293.92 '�co 9 ko- 5 106 USI411 7 A O 66 lavender tone to /�I07 G 289.42 P R C 1 be paved 2nd 17 G 297.83 07 M R p 5 BR week of 9/20 GC' 3 C 1 FLlW/pp.17 SF / CIUST 3 7 C2 FL 299.17 �G G 289.42 12 C/USIF q N F FR GG 1 18 G 297.83 J51� I08 R✓� � ! A G� G 288.83 C US TER Z �,% 5 1 C 1 10 EL O G 298.42 7 D R 75 '� 8 CIUSTFR yti �74 6 C 1 ,q Q10 C 2 6 GUST `< 1 FLI 288.67 G 290.33 L FF CLUSTER DD z 3 ; W/o FLI 291.67 73 21 C 1 p c� FLI 299.67 G 287.92 W/O 4 G 298.42 �� 20 G 298.92 G 290.92 G 290.92 4 �� DR 71 DL A FL 1 299.)7 22 Gum 1 FL1293.67 BR W/O W/o 67 G 298.42 G 292.92 65 C 2 2 x FLI 294.67 23 W/o FL 1V2�p5 67 G 298.42 G 293.92 G 294.92 5� UNIT G2 MD LEFT UNIT A UNIT GI MU RIGHT • , 36-T' CONSULTING ENGINEERS I PROVIDE M5 BARS AT 24'O.C. Structural Engineering•Design u7 Black Pant Lane VERTICALLY!HORIZONTALLY , Portsmouth,Black Point Lane 1'-4• 1'-4' 1'-4' I Ca t13ZED ON WALL.PROVIDE I Camera/O Neill 12'THICK GONG.FT6. coa�8�g8y 12'-4• I2'-4' 05 DOWELS INTOT C7.TONF. REINF.W/05 BARS• Consulting Eng.n~s 12'OL.EK BOT. 4 15'-4V � 50.1 �p�NEW V. 3'-2' COORDINATE I C-3 FIG.REINF.W/84 GONG.FT6.REINF.IN 04 WATERPROOFING C1 W W E BARS•12'OL.EYJ,BOT. - BARS a 12'OL.EJ•!,BOT. �DDY�W/ �" ¢ z Z m o 12'THICKGONC.FT6. p r 1 -------- --- _ ° \ .n_ a� co REINF.W/05 BARS e I I I I ( _ _ I I PROVIDE!INSTALL J`^ G9�?E `��� c W v a °�O--- 10'DIA.REINFORCED - • C, 6 SONOTUBE PIER,TYP. L s' J I I I 5I 50N ABU44 OR ABU66 _ gS�pNP` oc C W o 03 �' O N 50.1 (BDF.MIN.3'-b' S•'s,' I i TO.WALL I STANDOFF BASE t FASTEN 1,�, 4 1,-4, _ �p [BOF.-10 10] BELOW i -. i CCOORD.IN rEPDXIED THREADED 12'-3' 50.1 NJ tJ `Z 5 i7 i_ ■ -- ---- ------ ---- sb'-I' •o ANCHOR ROD(b'EMB®J 2'-3�S• Qc ^ U COORD.W/ARGHL I p-w 5'-b' Q • GONG.Fr6.REINF.W/s4 FT6.REINF.W/M4 i r------ ---- -------- ---- ---------------- _-- L 4 J BARS•12'OL.EYI.,BOT. BARS•12'OL.EX,BOT. I _ T.O.WALL T.O.•BEAM PROVIDE!INSTALL BEAM I - r r r 1 o I I POCKET AND P.T.BEARINN6 0 I -, I I I I ° I I _° IREI FiC.oIBARS: ` - I eEAM.PROTECT 4 r---- --- ---- 5 �-- � --- ---� 12•OL.E1•1,80T. [-0'-51s7 PLATE TO ACCOMMODATE I I _ 10 DIA.REINFOIR E T 71. I I •' UNTREATED IJJPBi'3t WITH _� I�T.O.WALL•ruNaDOW I ' � � 3'-2' 3'-2' 6 TO.WALL TO.WALL•WINDOW Er BUILDING FELT,TYP. I I O [GOORD. ARGHL] TD.WALL I i 50.1 SONOTUBE PIER,TYP. �2' 50.1 [GOORD.W/ I [COORD.W/ARCHL) 4• I I [-0'�47 ,' I v 5' S. ($.OF.MIN.3'-6'BELOW ARLHL) CgL9(�rr---� -- I LL I LL-- --------- - -- ------ -- ---------------------- ------- -- COORDINATE I I 35• C,OL. I 19 ,T _ .. .. WATERPROOFING `r I I I T.O.WALL I I PROVIDE•4x46' L - •r -------- ____ I I AND DRAINAGE W/ I I [-O'�s7 IA60NAL REBAR D.F.-10'-l0'] � ,. ----------- -------- -------1 i ARGHL DWG5. L� -J �-- I AT RE-ENTRANT I SLAB CORNERS. TO.WALL I I AD.IAGENT r�' T.O.WALL I I BEAM PROM 45 BARS AT 24'OL. I I 16=i0>'.' 3'�i►S' 14'-IYG' I I TD.SLAB [-0'-SY47 4 I MIT tD POCKET [-0'-51'4') VIE RTIC Y!HORIZONTALLY G ON WALL.PROVIDE �I[ I ELEV._4'-6. T.O.WALL•BEAM POCKET i I FOUNDATION o [-2'-3347 T.O.WALL a WINDOW I TO.WALL I �� 95 INTO FT6�To r I NF. I i I I [COORD.wi ARGHL) I •' I Y _ I (COORD.�v IGOORD.W/6LJ ^I I 10'WALL I ARGHL].� I PROVIDE i INSTALL& P • I iii GAP AND BASE PLATES i I 50.1 SLAB DETAIL �) I'-10'FT6. •5PWN6DEL4!GAP AND --, COORDINATE I AT ALL GOL1R•t6,TYP. ; I BASE PLATES AT ALL I I A�TBiPROOFI� I I z 1 I I LALLY GOLIIMlS,TYP. I F1 ARCHL DWG5. I I N 4 NORMAL WT.C `1C.A �I 1 �.�_ I I > LU 50.1 I I FBI L- I SEE DETAIL I i } 5 I • • I PROVIDE!I TALL A, EZ.tJ I I 50 2 : PROVIDE i INSTALL 'GAP AVID ��01 •.t. r PROVIDE r5 BARS AT 24'O I •5PR1N6FI 'GAP AND 1 I'-10' 12'6!G• I I T.O.WALL BASE PLATES AT ALL H55 iR I I O VERTICALLY i HORIZONTALL BASE AT ALL 3'- 14-101t, I [-0'�aI47 GOLUMlS,TYP.BASE PLATES r: I O CENTERED ON WALL.PROW i 1 .' I LALLY ,TYP. I I I i SHIALL � DRAWINGS r__-_ T.O.WAIL I I DABS INTO FT6.TO GH 0 r - 10'WALL I 14 0 0 BEAM POCKET _ 10'WALLCN 4 I'-10'FT6. � j'. I I I ;�. I I I Z 1'-I0•Fr6. I I �i r-- I I Day L _@J I I THICKENED SLAB, I I I I Ib'O!G' I ( J TO.51Ag I I i i� 011. SEE DETAIL I I I I 1 I b'WALL C 5NAB DETAIL --- I I ELEV.-9 50.1 I r I I I I 50.1 I I [BOF.MIN its O NORMAL WT.GONG. I 3'-6-BELOW u, { 1•, I I TYP I r I I 6RADE] f- I ' I SLAB DETAIL PROVIDE 84x4b' I I I BEAM POCKET SEE DETAIL I I I Q -�- E 50.1 DIAGONAL RESAR 1 7 50.1 TD.WALL I (4404'] I Q AT RE-ENTRANT I I ti I I aN47 1 TYP p I -- Z Z I I 4'NORMAL WT. SLAB CORNERS. � I 1�4 � I I .STEPS W/ 1 I �-0, PROVIDE ELEVATOR PIT 3 I t i GOANT.#4 OBA1F N 0 1 i I GONG T.O. T.O.WALL i �. I I ( ELEV TOR OPTION I •1 cH FOR ELEVATOR OP11oN 50.1 1 2'-y4 AND EIRM0cown T T 2x3 O Q Z SEE DETAIL POG�T _BEAM [-0'-5147 I I I T.O.WALL I SHEAR KEY AT WALL • I-o'�►'47 I TD.WALL I -_ 14-41%4h 4 I I I I -- I 12•THICK GONG.FT6. -tM - ---] 20'-2' I ( -10' I •BEAM POOCET I REINF.W/•4 BARS O ce w TO.WALL ----- - i 2b [-1'�►47 I T.O.WALL I t- -0 'r. '' _° I •BEAM I12'OL.E W,BOT. 41 w Q BE PROVIDE!INSTALL BEAM 4I --- [lBDF_IO_IO' I I TO. a 50•I TD.WALL POCKET I NPOCKET AND P.T.BEARING PLATE I r- r ---- 1 - - - ' b •BEAM A,REQUIRED TO AC.G � I I I PROVIDE!INSTALL 1 '. ,' LLI LBEAM•PROTECT I r BEAM POCKET AND P.T. I PIT SIM 50.1 [-1 PROVIDE•4x4b' I PROVIDE(4)94 VERT. LUMBQt WITH B1ILDIN6 FELT �, °1 I BEARING PLATE TO --------- 1 �1 ELEV 0'-6 [BDF.-10'-107 DIA60NAL REBAR 1 BARS AT PIER 5 _ __ -, AC404 0DATE BEAM. I L RE-ENTRANT I O I I �i I PROTECT UNTREATED = I_ SIM � � I I ( � •r -- -- •-- -----` ----- AT GORNNERS. -- --- U►• WITH BUILDING IN THE EVENT OF SEPARATE 1 I�Q 5 I -' I I 4- - IL, Q I FELT PAIRS,PROVIDE!INSTALL 05 r O I -Ti--- --- ---- ---------- ,- -� Q I I 8 I 1 x 30'LONI6 DABS•12.OL. I LL _ I 10,WALL I I - , I I 10 Q I PROVIDE!INSTALL 1 �1 :. I 5 VERT.DRILLED!EPDXIED INTO I I T16,0-F. W/ ATOR I TO.WALL 1'-0' I I 50.1 1 I'-10 FT6. BEAM POCKET AND P.T. I POCKET 1 I & FM W/6'EMBED. 1 •: I m I FT&STEPS W/ I •BEAM 50.1 12'THICK GONG.FT6. I I :� I I`� I SLAB DETAIL I FT6.5 W/ ELEVATOR OPTION BEARING PLATE TO 1 �t I I 1'-0•I 1 REINF.W/•4 BARS e I 151 M l0'WALL I I [-I'6i4') 1 I 4 ? 12.O.C.E.H,BOT. I I I I SO.I I I EL EVA OPTION A ZOMMODATE BEAM. I I I 1 I SLAB DETAIL 1 I SIM T.O.WALL I PROTECT UNTREATED I I 1 1 4 Q 3 yam• i I I'-10'Erb. I 4•NORMAL WT.GONG. I - PiOCN�T I I SLAB DETAIL FELT,TYP. I ;: I i '. i 1'-�• i 1 0 [BD.F.MIN 3'-6• i 1 1 50.1 •-� I b *BEAM i' LUMBER WITH BUILDING I 1 I 8.WALL - 0 BELOW GRADE] -- I I I I ° I 50 [-r�,7 1 I I I 6 WALL I - 1 10'WALL I i 4•NORMAL WT.C.ONG.� I I ~!H SEE DETAIL PROVIDE!INSTALL I 0 I I 50.1 16 i I I L 1 I�-0� ^� p �S _ Ll • I I'-10'FT6. a I I BEARING PLATE TO O 1 T WALL °I I 5 I 1 1 SEE DETAIL ►- I I �- ----- J ' I I �. I I A ZOMMODATE BEAM. I • I I 4'NORMAL WT.C.ONG.� '- 50.1 I - --- J O T I 1 3 I 1 PROTECT UNTREATED I 10 Q j' I SIM I Al T '^ I T.O.SLAB p [-i' 47 I SEE DETAIL I 10'WALL I I PROVIDE(4)84 VERT. V/ ELEV.-I-0• 502 I T.O.T SLAB LUMBER WITH BIIILD�T I I' I I 4 I BARS AT PIER t ' ' 1 TD.WALL I I 6ARA6E DOORS I I GARAGE DOORS T.O.wAL1 I i w 'Q I 2 I I'-10'FT6. I I W [GooRD.w I I � I I 0 I I.� `V I I �r0.5LT_ 1 •. I � � PROVIDE >t4 S -- I T..O..WALL I I I I IN THE EVENNT A=SEPARATE I T.O.WALL I ( 1-0�5 I .•' 1 I v 5 = Q O T.O.WALL 1 I I POULr PROM i [-0'�47 ,1 I i� ENTT3tED AT T OF WALL i [-0'�Y47 I I x 30'LONG DOWELS•12'O.C. I .' I I I I I :• i 50.1 O A ND CONTINUOUS 2x3 I [-O'-51',7 I I I - I VERT.DRILLED!EPDXIED INTO L SHEAR KEY AT WALL BASE I I IN THE EVENT OF SEPARATE i FM W/6'EMBED. I ' ( 1 J W co POIIR5,PROVIDE i INSTALLS I tl) I IN THE EVENT OF SEPARATE I I 1 i O 1 x 30'LONG DOWELS•12.O.C. i I TD.WALL ri POURS,PROVIDE i INSTALL+15 5 I I VERT.DRILLED!EPDXIED INTO b •DOOR - ----- x 30'LONG DOWELS•12'OL. I 10'WALL (� 4 r 1 50.1 I tD I r I PONN.W/6'EMBED. TO.WALL I [_I'�.] 1 I b WALL I I 3 tl) VERT.DRILLED!EPDXIED INTO I I I I m v 1-0-J47 50.1 - I �I I 50 2 FDN W1/6•EMB®. 1 I 1'-10■FT& I TO.WALL T.O.WALL I L ----- -- -- -------J tD �I ! SIM T.O.WALL 4] •vooR I --------- - ------ ---- ---------------- 1 -I u;l I T.O.WALL'Qp - TO.WALL I I b L-- - --- wl ------ [-1-b7 - 1 -- --- - --- - - I QI I [-0'�►47 (1'DB 47 I to I 1 -------------- ---- --- ----- - 1; r n (BOF.-4'z67- ----- - ----- - ---- -- I I 4 - - - - - -- ---- I Q I ------ - I do TO.WALL I - --- -------- - - �' I 1 L-- I`� g Ift DE 4 a4 D.F.-4'-6') ----- - �.I () VERT. J �'-IOK• !4 L - ---- - 4 i .� L J I BARS AT PIER I �'I L---- -- 1 '7 1d'-105' TO.WALL Q m I ---- ------- NSOV rJ T.O. 1 '�'-b`Fifr-- T b'-0• 10 I 50.1 -------- ---�- 10 I I-1'�7 1 8'WALL �!'-104' sib'-3' �'-IAy■ sJb'-3 COORD.WN/ARGHL SIM N3 ----- x 50.1 I 1 -- ---J COORD.W/A;WHl- 50'1 r -- I 50.1 !!'-IOb' COORD.W/ARGHL s4'--W 14'-6• 5'4• '1'-10' 9'-2' b'-2' FOUND�114'=V-O" PLAN-CLUSTER X-ECRE55 WINDOWS FOOTING SCHEDULE r. - SCALE FOOTING FOOTING ID TA6 51ZE REINFORCING C.G. NOTE: FOUNDATION PLAN NOTES 2'-O■x2'-O'xl2'THICK (3)a4 E.W.SOT. O.G. NOTE: I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' F25 2'-6•x2'-6'xl2'THICK (4)a4 E.W.BOT. REFER TO INDIVIDUAL BU I LD I NC 2. ALL 011,VGIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-0urs,u�GRauND urILiTIEs, 3,-o.xs,-o,x12,THICK (4)„4 EMI Bor• REFER TO INDIVIDUAL 8U I LD I NC PIERS,FOOTINf�,%A35,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, DRAWINGS FOR DETAILS AND 6EOTEGHNIcAL,PECHANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR 4'-O,x4'-0•xl2'THICK (5)a5 E.W.BOT. 1 TO CONSTRUCTION. ALL DIMENSIONS,a>=vAr1oN�,,sH�.�Es,BEAM POCKETS, DRAW I NC5 FOR DETAILS AND ADD L INFORMATION 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILL®SOLID WITH CONCRETE.PROVIDE � ram, UTILITIES,PIER,,EAMTIN65,SLABS, ADO'L INFORMATION �'THICK I;tAL NOTES F GAP AND BASE PLATM AT ALL LALLY COLUMNS. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 4. SEE 6ENJERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION!SPEGIFIGATIONS CIVIL,6EOTEC44NICAL,hEGHANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINISS PRIOR TO CONSTRUCTION. - ' all----------------- 13 WE lilt r- Lu CD !IVE 00 UNIT TYPE-C2 LEFT-� UNIT TYPE7��S C-1 RIGHT-) (UNIT TYPE'C2 LEFT-) UNIT TYPE7A- (101) �UNIT TYPE Cl RIGHT-) Cie NOTE NOTE NOTE. NOTE NOTE NOTE 0 a) SEE Y4'=1'-0"SCALE DWG's ON"C2 LEFT* SEE Y,-=I'-0-SCALE DWG's ON'A" SEE Y,-=I'-0-SCALE DWG's ON RIGHT" SEE Y4"=1'-0*SCALE DWG's ON'C2 LEFT" SEE Y,'=1'-0"SCALE DWG's ON"A' SEE YV=l'-O"SCALE DWG's ON RIGHT" i SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO ILL. 0 IF- ---- --------------- JC3 L -------------------------------------------------- q)�FIRST FLOOR PLAN 0— ROOF PLAN cv_ ll -------------- Lj J[LJ LJ L o LAIN LU IF fill V) z co ---------------- an ------------ CN ------------------- ------------ UNIT TYPE'C2 LEII�S UNIT TYPE 7AT__) UNIT TYPE-C-1 RIGHT�- W7_ -------- UNIT TYPE C2 LEFT) UNIT TYP A-_� �UNIT TYPE'Cl RIGHT* NOTE NOTE NOTE NOTE NOTE NOTE SEE Y4.'=1'-0"SCALE DWG's ON"C2 LEFT" SEE Y,'=['-0"SCALE DWG'S ON'A" SEE YV=1'-0"SCALE DWG's ON'Cl RIGHT" SEE YV=1'-0"SCALE DWG's ON"C2 LEFT' SEE X%1-0-SCALE DWG's ON"A' SEE 1'-0"SCALE DWG's ON'Cl RIGHT" SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO BASEMENT FLOOR PLAN SCALE 1/8"=1*-0" SECOND FLOOR PLAN _ - - zzuJ Q) E° 02-0" ,��� y8 u� y >�_ c O. a 0- 36- 2b-0" 36'-�" 5--OY2 3-b' w W W c oc o G o p o 0 o c`* 3 U ^Z U C. I! 1 1 Iwo" L I I I 1 I 1 2 T 0 SUBFLOOR I I ---- ---------- -- ---- - - - ------------ ---------- --- T0SUBFLOOR --- 1 ----------------------------------- 1 ----- I o I I 0 ❑❑❑ Z 0 SUBFLOOR LII i O ---- - ------ - --- --------- -- I T 0 SUBFLOOR --- ---- - --- ---- H 1 I I I 1 1 l 1 1 1 L L'--- --��' I L-- ------------------"--� I I I f 'r'Y-1TrL-T1 ------ J I 1 1 +�Ir lJJ r_--_____ _ -__-_____ 4D L-J w I I I I 1 1 I I 1,1 1 I 1 1 1 IL J_JIL JL.J I 1 r--------J 1 1 0-T-111-T-r I I 1 1 I I 1 1 I I I I I I I I 6 I I IF+�I� I I I I I I I I I 111 1 1 I I I I TO SLAB ii ii ii 1 I,I 1I 11 i LftJt 11 S '' '' T.O.SLAB _'' ' ----- -- ----1 1----------------- -L.-------- T.O.---- C Lam-------- -----------------------------------------1--L---------- l-____-__-JJ I L--__ -___�J L___-_-__ r Lr___--____-____------_-_________-_--_--__--___________--_---__� O _- L_____________1 0 -_______----___---------___--___ ---__-__-_----___-______---J UNIT TYPE'C2 LEFT' 100 UNIT TYPE'A' 101 UNIT TYPE'CI RIGHT' 102 UNIT TYPE'C2 LEFT Z' 100 N NOTE: NOTE: NOTE: NOTE: SEE%"=1'-0"SCALE DWG'S ON"C2 LEFT- SEE/'=1'-0"SCALE DWG's ON"A" SEE vi.%I'-0"SCALE DWG'S ON"Cl RIGHT" SEE%"_►'O"SCALE DWG'S ON"C2 LEFT > •- SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. W ui IFRONT ELEVATION LEFT ELEVATION ♦— E SCALE:1/8"=1'-0" SCALE 1/8'=1'-0' O Z z w Q Z O X S LLJ J W Q Q N 36= 5 54-3'2 i ol / ` c ♦ // `♦ 4­ O ` <1 Y I 1 _ o RF Ll I 1 T 0 SUBFLOOR 1 > Z 2 ---- - -------------------- --------------- ---------------------- ----- T 0 SUBFLOOR --- - -------------------------------------------- -- ------ W IF N o ry — V) _ O I ® MM� ZD T O SUBFLOOR 1 ❑ I I ----------- -- -------- ' - -- - I T 0 SUBFLOOR -- -- ----- - ----- - 1--1 -- -- ---- - W I t rrl-1Tr1�1 � I z I 11 r---T---- 1 " v ;; r L---------�ti +���+� 1 .� 1 II l___J -J L-__J l___J IL J_JIL J-J I I `� L_-___--_-___J I I �L T-RILL-T-(r 1 I I I 1 1 1 11 IL I JILJ_J i Y 0-T-M-T-r I I I LLJ TO SLAB 11 I ----1J ---- ------------- ----«----------------._1-'�-------------------- J L------------------------------------------------ -------------------�----------- --- ---------------------------------------------�= -- T 0 SLAB -��`-_-_-_-_- _-_-_-_-_-_- _-_-_-_-_� ---•-_ I-------------- -----------------------------t-------------------L--------------L-- ------------------------------------------------- ------------------------------------------------------------------------1 ` Y UNIT TYPE'Cl RIGHT' 102 UNIT TYPE'A' 101 UNIT TYPE'C2 LEFT' 100 UNIT TYPE'CI RIGHT' 102 NOTE: NOTE: NOTE: NOTE- SEE X"=I'-G"SCALE DWG's ON"CI RIGHT" SEE%"=1'-0"SCALE DWG's ON"A" SEE Y"=1'-0"SCALE DWG s ON"C2 LEFT SEE/_"=I'-0"SCALE DWG'S ON"CI RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO. x 2 REAR ELEVATION RIGHT ELEVATION SCALE 1/8"=1'-0" y f SCALE I/8"=I'-0' - 'z Y Y KIN FIEL EVELOPMENT DRAWING LIST UNIT "A", 3 JASM I N E LANE Ao.o SPECIFICATIONS A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 129m25=1 =1 m 7 A1.l FLOOR PLANS INTERNATIONAL DRIVE A2.0 EXTERIOR ELEVATIONS A3.0 WALL SECTIONS & DETAILS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC S0.0 FOUNDATION PLAN so.1 DETAILS 5 International Drive, Suite 114 so.2 DETAILS Rye Brook, NY 10573 50.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING S1.1 DETAILS S2.0 SECOND FLOOR/ ROOF FRAMING S3.0 SHEARWALL PLANS NYS Uniform Fire Prevention 8 Uniform Building Code: 2020 Building Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 Residential Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 Fire Code of New York State E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS _ 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS 2020 Mechanical Code of New York State P-1 PLUMBING BASEMENT FLOOR PLANS 2020 Fuel Gas Code of New York State P-2 PLUMBING FIRST & SECOND FLOOR PLANS 2020 National Electrical Code P-3 PLUMBING ROOF PLAN 2017 ICC 777.7 Accessible 8 Usable Building and Facilities Project Criteria: M-0 HVAC MECHANICAL, NOTES, SCHEDULES Use croup: R-2 M-1 HVAC BASEMENT FLOOR PLANS Construction Type: 56 M-2 HVAC FIRST & SECOND FLOOR PLANS Area: 3,200 sq.ft. M-3 HVAC MECHANICAL ROOF PLAN Volume: 28,023 cu.ft. 7 Thurston Avenue Structural Consultant Newport, RI 02840 Camera/O'neill Engineers CordtsenDesign.com 117 Black Point Lane 401.619.4689 Portsmouth, RI 02871 MEPBP Consultant James A. Koppenhaver 304 Logan Avenue C O R D T S E N Wyomissing, PA 09610 DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) ALL CODES HAVING JUR SUCTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCT ON OF THE PROJECT, FURNISH AND INSTALL RE*FORCED CONCRETE AND PERFORM WORK N ACCORDANCE WITH THE CURRENT AC BUILDINGPAPER.ASPHALT SATURATED FELT,ASTM D-226,TYPE,15#OR TYVEK HOUSEARAP MANUF.B- IN-SW/NG1OGT-SW..NG(GL/DINGGLASSDOORS• 'e PANELS W TH CLEAR%'INSULATED,ARGON FILLED,_OW . SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING ALL APPJCABLE STATE.C TY AND COUNTY BUILDING,ZONING.ELECTRICAL.MECHANICAL PLUMBING 3 8,AND CRSI'MANUAL OF STANDARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAW NGS FOR MORE DUPONT,ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BJILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF WITS SHOW MINT NS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX 8 CLOTHES DRYER EXHAUST BOX SEALED'O GWB AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF NFORMA-ON 8 THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITEC-ORAL LAPS SHED WATER,WITH PROPER OVERLAPS ALWAYS WORK FROM LOW PO NT-0 H G�POINT ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR a EXTERIOR S DE OF GLASS,A-IGNING BU LTAN CAB NETS TO GWB CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE COINISTRLIC'ION DRAW NGS) B/7LIMINOUSMEMBRANE:GRACE,ICE 8 WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET D RECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.78'MINTIN WID',TYPICAL,UNLESS STAIRWAYS N CONTACT WITH EXT.WALL SEALED AT GWB DOCUMENTS TO THE ATTENTION Or THE ARCH TECT.SUBMIT COPIES OF INSPEC'ON REPORTS,NOTICES,cTC INDERLAYMENT.SEE ROOFING SPEC.FOR MORE NFORMATION. OTHERWISE NOTED.PANT WOOD MUJTINNS USED ON INTER OR EXTRUDED ALUMINUM USED ON EXTERIOR.USE LAMINA7EDVENEER LUMBER(LVL):COMPLY WITH THE NISTRUCTON AND RECOMMENDATIONS OF THE F REPLACE BOX TO GWB .4< TO OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REEINFORC NG BARS AS SHOWN ON STRUCTURAL DRAWINGS MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCT ON DOCUMENTS -HE DESIGN MID PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS. COMBUSTION A R SUPPLY DUCTS AND P PIES TO GWB FABRICATION OF THE LAM NOTED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL ENTRYDW R'INSULATED FIBERGLASS BY JELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROV DE TEMPERED METAL FLUES TO GWB 2 DETAILS AND SECTIONS ON THE DRAW NGS AR-SHOWN AT SPEC FIC OCA*IONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL ENGINEER AND N ACCORDANCE W TH THE NATIONAL RESEARCH BOARD(NB.)AL,BULT-UP LVL BEAMS TO BE S DE_ITES AS SHOWN ON THE DRAW NGS.MEET THE FOLLOWING REOU REMENTS AIR INF L TRATION:ASTM E283, KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB - N CONNECTORS.DOUGLAS FIR VENEER LAYERS OFY,o TOY'THICK, WATER RESISTANCE ASTM E33,ACOUST CAL PERFORMANCE:ASTM E4 3 70'STC 28,THERMAL TRANSMISSION: GENERAL REQUIREMENTS THROUGHOUT.DETA LS NOTED'TYPICAL'IMPLY ALL CONDITIONS TREATED ATTENTION PAID TO FOOT NGS AND OTHER ON-GRADE CONSTRUCTION PR OR TO BACKFI;I NNG AND END.OS NG FRAMED USING HEAVY DUTY(3 GA)SIMPSO T F fn SIMILARLY.NOD F CATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIAT DNS THE BU LD NG. ADHERED CONT NUOUSLY WATERPROOF ADHESIVE,ASTM D-2559-76.FB=2800 PS,E=2,000,000 PSI,STAMPED W TH R-15.49(CALCULATED). ELECTRICAL BOXES 8 CABLE/PHONE BOXES TO GWB GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PR MED,GALVANIZED ASTM A-123, WINDOW.MANUFACTURER MARV N NTEGRITY WOOD-LLTREX,SHALL HAVE.LATER OR FACTORY-PRIMED WOOD WITH (!: OR COATED WITH Z NC RICH PAINT AS NOTED IN CONTRACT DRAW NGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH PROVIDE AND INSTALL 12' AIR SEALING MATER ALS USE A COMB NATION OF THE FOLLOW NG 3 THE CONTRACT DOCUMENTS ARE NTENDED TO PROVIDE THE BASS FOR PROPER COMIPLET ON OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SO L.BEARING CAPAC TY 0--000 PS FOR F007 NGS 8 PREVENT DAMAGE TO BEAMS COORDINATE WITH STRUCT.DWG S. GRACE'VYCOR PLUS,OR EQUAL.AT HEADS JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS,APPLY DIRECTLY TO CAULK-SEALS GAPS LESS THANY2"WIDE SUITABLE FOR-HE INTENDED USE OF-HE OWNER ANYTH NG NOT EXPRESSLY SET FORTH,BUT WH CH IS FOUNDATION WALLS 30DO PSI FOR SLABS. PARALLIMPARALLELSTRAND LUMBER(PSI).COMPLY W TH THE INSTRUCTION AND RECOMMENDA DNS OF THE SHEATH NG,PR OR-0 INSTALL NG WINDOW PROVIDE 8 INSTALL CORROS'ON RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT.SHALL BE INCLUDED. MANFACTURER AND WITH NFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.T�E DESIGN AND COASTAL ENVIRONMENT,SALTWATER SPRAY.COLOR WH TE VER FY WITH OWNER/ARCHITECT FOR SELECTION 8 BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS W Z w 'Iv o 0CID co 5 COORDINATE LINDER-SLAB AND THROUGH WALL PLUMBING,DRA NAGE AND OT ER RELATED WORK FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER ILJEVE_MODULUS OF ELASTICITY FOR FINISH OF HANRDWARE 8 WINDOW ALUMINU'1 PAINT COLOR PR OR TO ORDERING.WITS TO HAVE CLEAR INSULATED, GASKETS H"> >CN 0 c 0; 4 ALL DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VER FY ALL D MENSIONS,LOCATE BEAMS SHALL BE 1.016,535 PS.COLUMNS SHALL BE 914,880 PS FIB B`AMS SHALL BE 2 900 PSI,CO LIMNS 2.400 ARGON FILLED,LOW-E GLASS.W NDOW MANUFACTlRE7R TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY ~y~ Q F g)- PS CONNECTORS TO BE ASTM A-36,PR MED,GALVAN ZED ASTM A-23,OR COATED WITH Z NC RICH PAINT AS NOTED BUILDING WRAP-INSTALLED OVER EXT.SHEATHING,SEALED WITH TAPE AT JO NTS C uP U -lp DEPRESSED SLABS,SLOPES.DRAINS,OJTLETS,RECESSED REGLETS,BOL-SETTINGS,S.EEVES,ETC 6. CURE CONCRETE BY KEEP NG MOIST A M NIMUM OF 72 HOURS GLASS WHERE REQUIRED BY STATE CODE ALL OPERABLE UN TS SHALL HAVE INTEGRAL SCREENS.IF WI'S SHOW cc W IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE W TH CARE TO PREVENT DAMAGE TO BEAMS.COOOD NATE WITH MINTINIS ON EXTER OR ELEVATIONS PROV DE MINTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR 5 DE OF SHEET GOODS-WOOD SHEATH NG.GYPSUM WALL BOARD,R G D INSULATION TAPED EDGES O 0 o 0 o STRUCT DWG's. SHEET METAL-EDGES CAULKED - 5 OL 4) 5. TH•E CONTRACTOR SHALL VIERL FY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORMS:FORM MATER ALS TO CONFORM TO ACI 3LT PS 7L, PARAAM PLUS PARALLEL STRAND LUMBER(PSL PLUS):COMPLY WITH THE NSTRUCTION AND GLASS,AL'GNING DIRECTLY OVER AN N a*TERNAL SPACER BETWEEN THE TWO PANES OF GLASS.' MUJTIN WIDTH U = �N POLYETHYLENE PLAST C-EDGES AND PENETRATIONS TAPED AND SEALED DETERIORAT ON OR DAMAGE. REINFORCEVGBARS:DEFORMED STEEL,ASTM A-6 5.GRADE 60 RECOMMENDATIONS OF THE MANUFACTURER AND W TH'WORMAT'ON CONTAINED IN THE CONSTRUCT ON TYPICAL,UNLESSSS O'-ERWISE NOTED.PAINT WOOD MUNTINS USED ON NTERIOR,EX-RUDED ALUM NUM USED ON U r,Z o EXTERIOR.USE PATTERN AS INDICATED ON--E EXTER OR ELEVATIONS.CONTRACTOR HAS THE OPT ON TO HAVE WEATHERSTRIPP NG SEAL MOVEABLE COMPONENTS SUCH AS DOORS.W NDOWS,ETC. w U REINFORC/NGMESH:WELDED STEEL WIRE FABR C.ASTM A 85. DOCUMENTS.PLUS PSL FOR USE IN,WET LOCATIONS AND IS A FACTORY MANIIFACTIRED PRESSURE TREATED Q 6 T ARCH TECT/ENG VEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONS-RUCTION PROCEDURES, CEr►NFO NGMESPORTLAN CEMENT.AS TE L WIRE TYPE 1 OR ASTM 1. PRESERVATIVE PROTECT ON PRODUCT PROV DE PT PSL OF SERVICE LEVEL 3 FOR C GRATER THAN 28%.THE THE W NDOWS DEL VERED WITH THE EXTENS ON JAMBS NOT NSTALLED,TO MAKE IT EASIER TO NSTALL INTER OR MASTIC-SEALS A R HANDLERS,DUCT CONNECTIONS AND JOINTS TECH"CH T OR THE FA LURE OF THE BU LDER O CARRY OUT THE WORK IN ACCORDANCE WITH THE WATER:CLEAN POTABLE AND NON-0E7R MENTAL TO CONCRETE DESIGN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER ILEVEL.CONNECTORS TO CUSTOM SELL APRON AT MULT FILE W NDOWS.PROVIDE SHOP DRAW NGS TO ARCHITECT,FOR REVIEW. ULI81 OR FOR FACED-APE TEMPORARY SEALS A R HANDLER,DUCTS-NOT ACCEPTAB-E BE ASTM A-36,PRIMED,GALVAN ZED ASTM A-123,OR COATED W TH Z NC RICH PA NT AS NOTED IN CONTRACT OVERAE4D DOOR. SELECTED BY OWNER.PR ME 8 PA NT ALL S DES PROVIDE SHOP DRAWINGS TO ARCH TECT, ACOUSTIC SEALING GUIDELINES DRAW NGS OR THE REO.RED CODES. AGGREGATE:F NE AND COARSE.NORMAL WEIGH-AGGREGATES,ASTM C-33 DRAWINGS.KEEP DRY AND HANDLE W TH CARE TO PREVENT DAMAGE TO BEAMS COLOD NATE WITH STRUCT FOR REV EW GARAGE DOOR OPENER SE.cCTED BY OWNER DI�j1� ADMIX'R/RES:AIR-ENTRAINED TYPE,ASTM C-260 AND WATER REDUCING TYPE A AS-M C-494 AL CONCRETE DWG's. AIR-BORNE SOUND-WALLS,PART TONS AND FLOOR CEILING ASSEMBLES SEPARATING DWELLING WITS FROM 7. CONTRACTOR SHALL APPLY FOR OBTAIN,AND PAY FOR ALL NECESSARY PERMITS REQU RED-0 PER-ORM THE EXPOSED TO FREEZ NG a THAWING 6%-8%.OTHER CONCRETE.2%-4%. n?lC_4LEX FJU0RWAIL:2x6 WOOD STUDS @ Wo C.,UNLESS OTHERW SE NOTED FINISH CARPENTRY AND MILLWORK .gyp y �► EACH OTHER OR FROM PUB_C OR SERV CE AREAS SHALL HAVE A SOUND'RANSMISS ON CLASS(S-C)RATING OF C. WORK.SUBM T COP ES TO OWNER AND ARCHITECT. PICAL INTERIOR WALL:2x4 WOOD STUDS @ Wo.c,UNLESS 0-HERW SE NO"ED FURNISH AND INSTALL THE FOLLOW NG �O CtiNCRElE MIC CONCRETE RELY MIX.ASTM C-94,3000 8 4000 PSI COMPRESS VE AT Z8 DAYS. 77 NOT LESS THAN 50(45 FIELD TESTED)FOR A R-BORNE NO SE VAPOR BLURRIER.LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2 03 N07E NO NTERIOR FINISH WORK S TO BE STARTED UNT L A WATER-T GHT SHELL IS ACHIEVED 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE N A'TENDANCE AT THE PREFIURMEDJ0BYIFIIl1ER:'-*ASPHALT IN7ER/ORTRIM.SELECTED BY OWNER 2 STRUCTURE-BORNE NOSE FLOOR/CEILING ASSEMBL ES SEPARAT NG DWELL NG UNITS FROM EACH OTHER OR * * ASPHALT IMPREGNATED FLEXICELL. THERMAL AND MOISTURE PROTECTION CLOSETSNELVINGBBARS:SELECTED BY OWNER PROJECT SITE DUR NG PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPER NTENDENT S DOVETAILANCHORSL07S:22 GA GALVANIZED STEEL FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS(I C)RATING OF NOT LESS THAN 50 REQU RED TO BE ON S TE DlR N.G ANY CONSTRUCT ON ACTIVITY.NCLUD NG WORK BEING DONE BY 1 FUZnN SH AID NSTALL THE FOLLOWING: GLASSSIfOWERENCLOSURER BATHM/RRORS SELECTED BY OWNER FZ�ISHIl1VGREGLET-GALVANIZED STEEL. A7TC71EV A BATHCABINFTWCOUA7EIM SELECTED BY OWNER (45 F ELD TESTED)FOR STRUCTURE-BORNE NO SE. SUBCONTRACTORS N ADD T ON TO CONTRAC'R'QUIRE MENTS IT S THt CONTRACTOR'S RESPONSIB_TY TO FOUNDA77ONNAIL FINISH.AS CAST WITH THE FINS REMOVED,HOLES AND HONEYCOMBING FILED 8 FLUSH CUT 2. THE FOLLOW NG SPECIF CAT ON SHALL GOVERN W T'MODIFICAT DNS AS SPECIFIED•,EREINN.ASHRAE HANDBOOK A770&'V&BATHPLUMWWFIX7URUJAPPLIANCES SELECTED BY OWNER. SUPERV SE ALL CONSTRUCTION ACT V TY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE W T-•THE TIES RUB W TH CONCRETE BR CK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTA-S. ELECTRICAL FIXTURES:SELECTED BY OWNER 3 OPEN NGS AND PENETRATIONS N CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEV CES,RECESSED CONTRACT DOCUMENTS. FLO!ORSLARS ANTERIOR)FINISH:SMOOTH,STEEL TROWEL FIN SH.INSTALL CON-ROL AND EXPANSION JOINTS INSTALL FLASH NG AND SHEET METAL IN COMPL ANCE WITH'ARCHITECTURAL SHEET METAL MANUAL BY DOOR IIARDNARE:SELECTED BY OWNER. CABINETS,BATHTUBS.SOFF TS OR HEAT NG,VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,L NED AS REOLARED. SMACNA AfBDICN'ECABRVEL•MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(MC) SELECTED BY OWNER. NSULATED OR OT-ERW SE TREATED TO MAINTAIN THE REQUIRED STC RATING OF THE ASSEMBLY. 9 CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WH CH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCAORBOL71-I DIA(M R)PLACED 4'-0 o,C(MAX.)NTERMEDIATE SPAC NG MIN NUM(2)BOLTS PER PLATE lN7ER/0RST4IRS PROVIDE ALL REQUIRED STRUCTURAL ANNIALYS S AND DESIGN FOR SELF SUPPORTING WOOD ATTENTION OF THc ARCHITECT MIN WRITING AND WR TTEN INSTRUCT DNS SHALL BE OBTAINED BE-ORE N 3 GALVAN ZED SHEET FLASH NG SHALL CONFORM TO ASTM A 653/A 653M WITH Z NC COATING OF 1 25 OZ.PER STARS STAIRS SHALL BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STAIR SELECTED 4: OOR ASS.MBLIES THAT ARE CARPETED GENERALLY MEET THE M NIMUM IIC REQUIREMENTS.FLOOR SEC'ON 2'MIN FRO PLATE END G PROCEED NG W TH THE WORK THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SO FT AND 20%COPPER BEAR NG,2L GA DES GNATION G 90 HOT DIPPED GALVAN ZED,M LL PHOSPHATIZED BY OWNER ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR V NYL GENERALLY REQUIRE ADD TIONAL ERRORS,DISCREPANCIES OR OMISS DNS IN THE CONTRACT DOCUMENTS,OF WHICH THE CONTRAC-OR FAILED STRUCTURAL STEEL BLUES7pNETERRACE:EXTERIOR I Yz BLUESTONE,RANDOM,REC"ANGU�AR SHAPED SLABS A ALL EXTERIOR ACOUSTICAL TREATMENT OR INSULATION TO MEET THE M NIMUM IC REQUIREMENTS. TO NOT FY THE ARCHITEC-BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. FURNISH AND INSTA-L THE FO-OW NG,AS NEEDED(SEE STRUCTURAL DRAW NGS FOR MORE INFORMATION 8 4. NU447EINFORCED FLEX'BLE BLACK ELASTIC SHEET FLASH NG 50 TO 65 M LS TH CKNESS SHALL COMPLY WITH TERRACES AND LANDINGS.AS SHOWN ON THE S TE AND OR FLOOR PLANS 8 DETAILS.STONE TO BE SET IN I' THEY SHALL OVERRIDE ANY DUPL CATS NFORMAT ON PROV DED ON ARCH TECTURAL DRAWINGS) THE FOLLOW ING SHORE A HARDNESS:ASTM D-22LO.TENS LE STRENGTH ASTM D-4 2.TEAR RESISTANCE MORTAR BED ON CURED,SLOPED CONCRETE SLAB.VER FY STONE TYPE AND PATTERN WITH ARCH TECT PRIOR TO 0 THE CONTRACTOR AND SUBCONTRACTOR SHALL.ERIFY ALL D MENS ONS AND JOB COND T ONS AT THE JOB ASTM D-624.D E C-ULTIMATE ELONGATION ASTM D-412,LOW TEMP.BR TT ENESS ASTM D-49 OZONE ORDER NG 5 THE FIRST ESSENT AL FOR AIRBORNE SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OF=AIR LEAKS AND/OR.PROV DE CONSISTENT MORTAR JOINTS,COLOR 8 TEXTURE TO BE APPROVED BY ARCH TECT. INSTALL66 AG NG ASTM D-1149,HEAT AGING:ASTM D 573. CONTROL AND EXPANS N&NG JOINTS AS REQUIRED. I-_AG PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR.40LES W-LL Z SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF T E WORK S7EEt SHAPES,PLATESLUVDBARS ASTM A-992.ASTM A 36 3 NCREASE THE SOUND TRANSMISSION AT THE H GHER FREQUENCIES.THIS CAN HAVE A DETR MENTAL EFFECT ON V) RECTANGULARS7ELL'TT/BECOLUMhS STRUCTURAL COLD-FORMED STEEL.ASTM A-500,GRADE B. EXTERIOR DOOR AND IWINDOWCASING:CELLULAR PVC.AZEK OR EQUAL 5/4 x6 JAMBS 8 HEADS w/��SCO"'A N 5. 16 OZ COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS. NSTALL RED COPPER WHERE 8 5/4 SLOPED CAP,2`HISTORIC S LL.FIELD CUT-0 F-THE REQUIRED SIZE.REFER TO EXTER OR ELEVATIONS AND THE OVERALL ACOUST C PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED > CONTRACTORS SHALL MA NTNN THE PREMISES GLEAN AND FREE OF ALL TRASH,DEBR S AND SHALL PROTECT C>OLD•FORMEDMETAL FRAMING.•C SHAP,D STEE STUDS 8 GA ASTM A-446 SO,DERED JOINTS 8 SEAMS ARE REQUIRED.INSTALL RED COPPER FLUSH ING AT ALL DRIP CAPS.DR P EDGES AT DETAILS FOR SPEC F•C LOCATIONS OF EXTERIOR TR M. SYSTEMS FAILURE TO OBSERVE SPECIAL CONSTRUCTION PRECAUTIONS CAN REDUCE THE EFFECT VENESS OF Lu ALL ADJACENT WORK FROM DAMAGE.SOIL NG PA NT OVERSRPRAY,ETC ALL FIXTURES.EQU PMENT GLAZ NG. STEEL PIPE:ASTM A 53 TYPE E OR S,GRADE B RAKES AND EAVES,STEPPED AT ROOF(NTERSECTIONIS WITH WALLS,ABOVE EXTER OR RUNNING TRIM.HEADS OF MLSG FJU�IERIOR 77P1M:Ix TH CK CELLULAR PVC,AZEK OR EQUAL. �x CELLULAR PVC SHEET WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS FLOORS,ETC SHALL BE LE'T CLEAN AND READY OR OCCUPANCY UPON COMPLETION OF TH-PRO.I_CT. ANCHORBOLI ASTM A-307 W'COWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REOU RED LOCATIONS AS IS W DER THAN IN. 5 L THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL SIDING. BOL7S ASTM A-325,X DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO F T REQUIRED SIZE. 6 SYSTEMS SHALL BE AIRTIGHT.RECESSED WALL FIXTURES SUCH AS MEDICINE CABINETS,OR ELECTR CAL, 2 SHOP DRAWINGS ARE REQU RED FOR STRUCTURAL MECHAN CAL.ELECTRICAL AND SPECIALIZED INSTALLA770N.COMPLY W TH CURRENT RISC CODES AND SPEC FICATIONS AND WITH AWS'STRUCTURAL WELD NG NOTE-ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER W TH PROPER OVERLAPS ALWAYS EXTERIOR RAILINGSAND BALUSTERS:SELECTED BY OWNER WORK FROM LOW POINT TO HIGH POINT.WATER-TIGHT,WEATHERPROO-PERFORMANCE OF FLASHING AND TELEPHONE.AND TELEVISION DEVICES,WIRING.SPR NKLER PIPES,ETC.,WHICH PENETRATE THE GYPSUM BOARD, O CONSTRICTION SHOP DRAW NGS SHALL BE SUBM�ED TO THE ARCHITECT FOR REV EW FOR CONFORMANCE CODE.AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECT ONS DE-AILED IN EX7ERIORAORCH CE/I./NGS/EARt SOth%7S x6 BEADBDARD CELLULAR PVC,AZEK OR EQUAL W TH THE DESIGN INTENT OF THE WORK N AREAS WHERE THE DRAWINGS DO N0-ADDRESS METHODOLOGY ACCORDANCE WITH aSC REQUIREMENTS FOR S MP_E CON'*C DNS.CONNt SHEET METAL WORK IS REQUIRED,WITHOUT RELYING ON SEALANTS. 101r]WOROOLVWCOVE .HBBG PERhIACAST FIBERGLASS cOR LOAD BEARING.HBBG PERMAWRAP CE_LILAR SHALL NOT BE LOCATED BACK-TO-BACK OR IN THt SAME STUD CAV TY,ANY OPENING FOR SUCH�XTURES ANJ N CTIONS SHAL.BE BOLTED OR WELDED FOR P PING OUTLETS SHALL BE CUT TO THE PROPER S ZE AND SEALED. ELECTRICAL DEVICES SHALL BE CN THE CONTRACTORS SHALL BE BOUND TO PERFORM IN STIR CT COWL ANCE WITH THE MANUFACTURERS WELDINGELECTRODF COMPLY WITH AWS DI.CLASS E-70 ELECTRODES PVC FOR NON-I._OAD BEARING,SEE EXT ELEVA"i IONS cOR SIZE 8 STYLE N BACKP �A N AINT METAL FLASHINGS WITH BITUMINOUS T WHERE EXPECTED TO BE IN CONTACT W--• FERN SH AND'INSTALL THE FOLLOW NG NSTALLED IN FU.L BOXES AND SEALED WITH A NON-HARDENING SEALANT,SUCH AS 3M BRAND FIRE BARR ER SPECIFICATIONS AND/OR RECOMMENDAT ONS PRIMER PAINT.-TEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE CEMENT"OUS MATERIALS OR DISSIMILAR METALS. GYPSUM WALL BOARD. MPP-LS MOLDABLE PUTTY PAD OR EQUAL. () I GL4LVAN/ZWG:ASTM A 123. WATER,RESLSTANT.•yi IMPER AL,GYPSUM BOARD BASE 01%INTER OR SURFACES OF ALL CEILINGS AND WALLS Z #-' 3 Al-_MANUFACTURERS PR NTED WARN NGS FOR HANDLING OF PRODUCTS MUST BE STR CT_Y OBSERVED.THE GROUT:NON-SHRINK,NON-METALLIC PREMIXED GROUTING COMPO•*SU 6 ALUMINUM GUTTERS AND DOWNSPOUTS PER SMACNA.SE"DRAWINGS FOR LOCATIONS GUTTERS CONT 7 THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY S-ALL BE MADE AIRTIGHT TO PREVENT SOUND O co WORDS OR EQUAL'ARE"0 BE ASSUMED WHENEVER A SPEC F C MANIFAC'URER IS NOTED.PROV DE EXECUTION.PROVIDE'EMPORARY SHORING AND BRACING AS REQU RED NO BURN NG OF HOLES DO NOT USE VENEER ER PLASTER.7TE 'r GYPSUM BOARD T WALLS 8 CEILINGS OF GARAGE 'OGEE'STYLE,43'i H GH x 6 W DE W/BRACKET HANGERS®18'O.C.DOWNSPOUTS CONT.23,;x 41'a'. R'ENEERPLASTER:ONE COAT VENEER PLASTER ON INTER OR SURFACES OF ALL CEILINGS AND WALLS,N TFL4NSM SS ON THROUGH THE ASSEMBLY AND PREVENT SOUND FLANK NNG AROUND THE ASSEMBLY 4*D THROUGH _� �- PRODUCTS OF ACCEPTABLE MANUFACTURERS.WH CH HAVE BEEN IN SATIScACTORY USED N S'MILAR SERVICE CUTTING TORCHES N THE"IELD FOR CORRECTING FABRICAT ON ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRA NS,REFER TO CIVIL DRAW NGS FOR MORE INFO ON PVC DRAINS ACCORDANCE WITH ASTM C 587,C-754,C 844 FINISH OF PLASTER ON WALLS AND CELL NGS SHALL BE SM00T ASSEMB Y PE JE-RATIONIS.F EXIBLE SEALANT OR AN ACOIIS"CAL GASKET SHALL BE USED TO SEAL BETWEEN Q FOR REE YEARS US-EXPER ENDED INSTALLERS WITH MINIMUM THREE YEARS INS AL ING SAID PRODUCT. 7nUCH-UPPAIN7 IMMED ATELY AFTER ERECT ON,CLEAN F ELD WELDS,B0.-E:CONNECTIONS AND ABRADED 8 READY FOR PA NT. THE STC RATED ASSEMBLY AND ALL DISSIM LAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND S M LAIR r U DEL VER,HANDLE,STORE,AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCT DNS. AREAS OF THE SHOP PAINT.APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7 ROOF SHINGLES SHALL BE ASPHALT-F BERGLASS COMPOSIT ON THREE TAB CONFORM NG TO U.L CLASS A ACCESSOR�T:FIBERGLASS MESH JOINT RE NFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL SURFACES WHERE PERIMETER RELIEF IS RED-RED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS l_J PAINTING USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVAN ZED MEMBERS AND"0 COVER FIRE RES STANCE.U.L.WIND RESISTANCE ASTM D3462 8 ASTM D30 8 TYPE I W TH A MIN.30 YEAR MANUF CHANNEL,CASING BEADS.CONTROL JOINTS,ETC AS NEEDED ALSO OF GREAT MPORTANCE IN ACHIEVING A L STIED STC OR C RAT NG LL_ E L ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRAC- AMID PROTECT FIELD WELDS N GALVANIZED MEMBERS WARRANTY COLOR AS SELECTED BY ARCHITEC- SH NGEES SHAL BE NS'ALL'.D PER MANUFACTURERS CERAMIC77L&CERAMIC TILE.MARBLE T LE 8 ACCESSORIES COMPLY NG W',TILE COUNC L OF NORTH Ar*R CA INSTRUC-DNS PR OR TO INSTALLING SHINGLES.INSTALL GRACE`ICE 8 WATER SHIELD'OR APPROVED EQUAL INC.N COLORS AND PATTERNS SELECTED BY THE OW43Z FROM STANDARD COLORS AND PATTERNS OF THE U DOCUMENTS SHALL BE THE LATEST EDITION. QfiALl7YC10N7801: INSPECTION OF F ELD WEDS SHALL BE IN ACCORDANCE WITH ANMS'STRUCTURAL WELD NG 8 PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO BE EFFECT VE FOR THE LIFE OF THE BUILDING,SEALANTS � > CODE INSPECTION OF F ELD ASSF•MBLED BOLTED CON* DNS SHALL BE IN ACCORDANCE W T•-SEC"ON 6.AISC. SELF-ADHERED,RUBBERIZED ASPHAL SHEET UNDERLAYMENT AT ALL RIDGES,EAVES,RAKES,VALLEYS,HIPS, APPROVED MANIrACTU2ER.MANUFACTURER TO BE AMERICAN OL EAN FOR CERAMIC TILE AND MARBLE TECHN CS MUST BE RESILIENT AND NON-HARDENING.S'ANDARD WEATHER CALKING t5 UNSATISFACTORY AS AN � O O ROOF-TO-WALL INTERSECT DNS,AROUND ALL ROOF PROJECT ONE,ANC ENTIRE ROOFS THAT ARE FLATTER ACOUSTICAL SEALANT S NCE IT TENDS TO HARDEN OVER TIME PLACEMENT OF THE SEALANT IS CR-CAL THE O V) z Z 15 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL OF"-=ARCH TECT' THAN A 3.12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL ICE 8 WATER SHIELD FROM THE EDGE OF THE TE 2008 T LANES pINC L pFEgMER CA�HANDB NOOK OFOR CEJRAM DITHER IINSTALLAT ON'AND�DMANUFAC UERS�D IN ENGINEER. ROUGH CARPENTRY ROOF TO MIN MUM 24•INSIDE THE EXTER OR WALL LINE INS-ALL PER MANUF INSTRUCT ONS PURPOSE OF THE SEAL IS TO PROVIDE A RES L ENT CLOSURE BETWEEN ONF SIDE OF AN ASSEMBLY AND THE A..L WOODS AND WOOD CONSTRUCT ON SHALL COMPLY WITH SPEC F CATIONS AND CODE MODIF CAT ONS AS INSTALLATION INSTRUCTIONS.A_ WALL 8 CEILING TILE TO BE INSTALLED ONYF REIN.CEMENTITIOUS BOARD H_ SPECIFIED HEREIN: HARDWOOD FLOOR:PRE-FINISHED AND INSTALLED PER MANUFACTURERS INSTRUCTIONS MATER AL TO BE T&G OTHER,WHICH REDUCES THE POTENTIAL FOR F ANNKING NOISE TRANSMISSION.THE PREFERRED PROCEDURE S 6 CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTAIN.BUT NOT BE MITEO TO,-HE FOL.OWING S"RV CES A. AMERICAN INST TUTS OF T MBER CONSTRUCT ON STANDARDS MANUAL 8. WALL S D NG SHAL'.BE r-(ORIZONITAI_'HARDIE PLANK'LAP SID NG W TH 51'r.'EXPOSURE.COLOR AND TYPE SHALL I'x2'OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A M NIMUNy,.'GAP BETWEEN THE ADJACENT CEIL NG GYPSUM PANEL U � DURING CONSTRUCTION:POWER,METER NG,TELEPHONE,FAX,CONSTRUCTION.EQUIPMENT,DEWATERING AND BE SELECTED BY ARCHITECT INSTALL OVER 15#BU LD NG PAPER OR TYVEK HOUSEWRAP NSTALL PER c B NATIONIL FOREST PRODUCTS ASSOCIAT ON NAT ONAL DES GN SPEC F CAT ONS FOR WOOD CONSTRUCT ON VINYL SHEET FLOOR:COMPL ES WITH FEDERAL STANDARD:FS L F L75.TYPE II,GRADE'A','�CKNESS 080 AND ALSO AT THE SIBF OOR S ALUM SHOULD BE APPLIED TO FI,L THE PERIMETER GAP BETWEEN THE cn Q �-_ PJMP NG,HEAT NG,LIGHTING AND ACCESS.CONTRACTOR STALL PROVIDE,BUT NOT BE LIMITED TO,THE C SOUT-ERN PIN NSP CTION BUREAUSTANDARD GRAD NG RULES FOR SOUTHERN P NNE LUMBER MANUFACTURERS NSTRUCTIONS SHEET WIDTH 6-O' INSTALLED PER MANRFAC-UERS NSTRUCTIONS.MATERIAL TO BE T8G'x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURRX"V NG FLOOR.WALL AND CEILING COMPONENTS.CAULKING SHOULD NOT w U < FD__OWINNG SECURITY AND PROTECT ION-FIR EXTINGU SHERS.BU D NG ENCLOSURE AND LOCK-UP, D TRUSS PLATE INSTITUTE DESIGN SPEC FICATIONS FOR LIGHT METAL PLATE CO,4NECTED WOOD-RUSSES BY OWNERIII V) 0 ENVIRRO'I'ENTAL PROTECTION,PEST CONTROL.SNOW AND CE REMOVAL. CONTRACTOR SHALL PROVIDE UP 74). 9. INSTA.1 WATERPROOF NG a PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES 0=CONCRETE RESS(/I�NI'FZOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. BE PLACED BENEATH THE SILL PLATE OR RUMMER TRACK OF A WALL ASSEMBLY SANITARY FACIL T ES,DRINK NG WATER,CLEANING AND RUBBISH DISPOSAL E. AMER CAN PLYWOOD ASSOCIA'ON:GLADE TO PLYWOOD FOR FLOORS,PLYWOOC SHEATH NG FOR WALLS AND FOUNDAT ON WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB ASTM D-5385 CARPETFLOOR.INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER 9 INSULATION INDICATED TO BE PROV DIED N A WAL_ASSEMBLY SHALL BE THE SAME DEPTH AS---E WALL STUD ROOFS INSTA-L ONLY AFTER ALL SUBSTRATE AND PEN_'RATION WORK S COMPLE'F,'-OR CONTINUOUS SEAL PAINT.-INSTAL ED PER MANUFAC-URERS INSTRUC-DNS AL EXTER OR AND INTERIOR SURFACES SHAL RECEIVE F AMER CAN WOOD PRESERVERS ASSOCIATION STANDARDS INSTALL PER MANUFACTURERS INSTRUCTIONS FRAMING.UNLESS OTHERWISE REQU RED B�CODE,REGULAR UN-FACED GLASS FIBER OR M NERAL WOOL 7 CONTRACTOR SHALL PROV DE THE FOLLOWING,°R OR TO SIBSTAN�AL COMPLF ON:PUNC��L ST, (I)PRIN'ER COAT AMID(2)FINISH COATS.EXCEPT COLOR COORDINATED FACTORY F NISH SURFACES.TOP 8 BOTTOM OF Al__DOORS TO BE PAINTED.ALL PA NT SURFACES SHALL BE CLEAN PRIOR TO PA NTING APP--CA'ON MAY BE INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSULATION.AS THIS W .REDUCE THE ACOUSTICAL L SUPPORTING DOCUMENTATION,WARRANTIES.CERT F CATIONS,OCCUPANCY PERM T.STARTHP AND TESTING OF 2• ALL STRUCTURAL_UMBER SHAL.BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER 10. SING E PLY EPDM MEMBRANE ROOFING.60 MILS THICK,FLLLY ADHERED,SURE-SEAL DESIGN A BY CARL SL OR BY BRUSH ROLLER OR BY SPRAY IF PA NT S FORMUALTED FOR SPRAY APPLICATION.INTER OR PAIN'SHALL BE PERFORMANCE OF THE ASSEMBLY O BUILDING SYSTEMS.CHANGE OVER CONS'RUC'AND RELEASE OF LIENS CONTRAC-OR SHALL PROV DE THE CON RUC'ONS TONS-RUCTION MANUAL ,.' APPROVED EQUAL INSTALL PER MANUFACTURERS INSTRUCTIONS. M.A.B.OR APPROVED EQUAL.READY-M XED PAINT SHALL NOT BE TH NNED,EXCEPT AS PERM TIED IN THE FO_LOWING,PRIOR"0 F NAL ACCEPTT ANCE F NAL PAYMEN'REQUEST W T^SUPPORT NG AFF DAVITS AND 0 RES L ENT METAL COMPONENTS:RESILIENT CHANNELS SHALL BE D ETRICH RC DELUXE RCSD RES CENT COMPLETED PUNCH L ST 3 ENG NEFRD I UMBER INDICATED HAS BEEN SELECTED BASED ON M CROLAM LV AND PARALLAM PSL PRODUCTS II. FLEX BLE,100%WATER BLOWN,OPEN 8 CLOSED CELL POLYISOCYANATE SPRAY FOAM INSULATION.F BERGLASS APPLICATION INSTRUCT ONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAINT MANLFAC'URER FOR CHMNF.S POSSESS A SPRING ACTION RESILIENT T CHAN E AND ISOLATE TH-COMPONENTS THEY CONNECT,NT LE - BY WEYERHAUSER.PRODUCTS 8,OTHER MANUFACTURERS MAY BE SUBST TUTED PROVIDED ALLOWABLE PROPER PAINT AND PR MERE TO B_USED ON CELLULAR PVC.ALL NAIL HOLES 8 ROUGH F MESHED WOOD TO BE FILLED z SITE WORK STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS ND CATED. BATT NSULAT ON,DEPTH DETERMINED BY STUD OR JOIST.INSTALL JUST BEFORE GYPSUM BOARD ANC AFTER AND SANDED BEFORE APPLY NG PR MER OR POLYURETHANE.-IGHTLY SAND BETWEEN COATS PROVID NG T c STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN N THE NSTALLAT ON OF ROUGH El ECTR CAL AND PLUMBING.INTER OR WALLS REQU RING SPRAY FOAM WIL_NEED ONE S DE TO HAVE SPECIALTIB4:K TCCEN ACCESSORIES,BATH ACCESSORIES,F REPLACE HARDWARE 8 MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RES DENT CHANNELS S THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE PERFORM ALL WORE(IN TH S SEC.ON MIN CONFORMANCE W i THE FINAL S01.S COMPACT ON.GEOLOGICAL 4. DES GN,FABRICATION AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN GYPSUM BOARD INSTALLED PRIOR TO SPRAY NG.INSTAL THE FOLLOWING PER MANUFACTURERS INSTRUCT ONS: SCHEDULE AND SPECIFICAT DNS,ALL TEMS TO BE NSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER THE FASTENER SHOUt D NOT EXTEND NTO Ttf-STUD OR JO ST,THUS SHORT NG OUT T-E1: a) 7 REPORTS AND APPROVED S'TE GRAD NG PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIF CAT ON& EXTERIOR WALLS:R-2 OPEN CELL SPRAY FOAM RES L ENCY OF THE S,STEM.AN EFFECTIVE INSTALLATION TECHN QUE S TO PLACE SCREWS ONL'•BETWEEN t L ABSENCE OF THE NECESSARY SUBSURFACE SURVEY.TH CONTRACTOR SHALL HIRE A LICENSED SOILS A SUPPLEMENT TO ENGINEERING BULLETIN*SE-266,DATED 4-19-60 OF A S DIVIS ON FHA 1-4-6. ROOFS;EXPOSEOCEILNG%CANTILEVERS,OVERHAN(,x R-38 OPEN CEL 'X'SPRAY FOAM w/IGNITION. THERMAL SEALING GUIDELINES STUNS OR JO STS THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND'HU5 A M NIMUM, ENGINEER TO NVEST GATE'HE S E AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT.IF A 8 NTERNATIONAL CONFERENCE OF BUILD NG OFF C ALS REPORT#17414.5,DATED 9-6-86. BARR ER. I THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO UN T A R INFILTRATION. TF[SEALING z ` c DESIGN SPEC FICATIONS FOR L GHT METAL PLATE CONNECTED WOOD TRUSSES.T 0.1.70. BANDJOIM.R-2 OPEN CELL SPRAY FOAM. CLEARANCE BETWEEN T AND THE ADJACENT ASSEMBLY IS REQ_REED -HE RES LIENT CHANNEL SHALL BE D SCREPANCY FROM THE PRESUMED S01_BEARING CAPACITY EXISTS.CONTRACTOR SHALL NOT PACE R/MJOUT&-R-38 C OSED CEL SPRAY FOAM. METHODS BETWEEN D SS MILAR MATERIALS SHAL a-OW FOR DIFFERENTIAL EXPANS ON AND CONTRACT ON INSTALLED PER MANUFACTURERS NSTALLAT ON INSTRUCT ONS E O FOUNDATIONS W THOUT WR TTEN INSTRUC`ONUS FROM'HE ARCH--ECT/ENG NEER 5 FOR TRUSS CHORD AND WEB MEMBERS PROVIDE DIMENSION LJMBER OF ANY SPEC ES GRADED V SUALLY OR x O GARAGE R-30 OPEN CELL SPRAY FOAM MECHANICALLY,AND CAPABLE OF SUFPOR'ING REOU RED LOADS WITHOUT-XCEEDING AL_OWABLt DES GN 2 OPEN NGS AND PENS-RATIONS IN THE BUILDING ENVELOPt SHALL BE SEALED W T-CAULKING MATER A_S OR .PIPES AND ELECTR CAL CONDU`S SHALL BE CONCENTRICALLY PLAC:_D W THIN THE WALL AND FLOOR/CE.NG PAR7YSEPARA770NWALL 3 z`FIBERGLASS GATT A''ENUATION 2 PRESI�PTIVE SOIL BEAR ING CAPACITY IS 2000 PSF ON UND STUBBED SO_ AL_CONCRETE FOOTINGS SHALL VALUES ACCORD NG-0 AFBPA S'NAl'ZONAL DES GN SPECIFICATIONS FOR WOOD CONSTRUC-OA'AND ITS FRES710P.ROCK WOOL OR THERMA FIBER TO ACHIEVE RATING CLOSED WITH GASKET NG SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS ANT.LOCAT ONS ASSEMBLIES,UNLESS 07HERW SE REQU RED PER F R AND OTHER CODES � � • BEAR ON UNDISTURBED S01_OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3-6'BELOW�NISH 'SUPPLEMENT* GARAGESEPARATION WALL.R-2 FIBERGLASS BATT JO NTS AND SEAMS SHALL BE SEALED N THE SAME MANNER OR TAPED OR COVERED W T-A MO STORE -Z _ co r- GRADE(MIN.) VAPOR-PERMEABLE WRAPP NG MATERIAL.SEALING MATER ALS SPANNN NG JOINTS BETWEEN CONSTRUCT ON 1 6 FOR DESIGN LOADS REFER TO STRUCTURAL DRAW NGS UNF/NLSHEA�FIN/SHEDBASEMENTSEPARA770NWALL:R IS FIBERGLASS GATT 2 REFER TO OTHER DRAWINGS.DETAILS AND SPEC FICATIONS FOR ADDITIONAL"FORMAT OR PER'AINING TO WALL - (�� IINFA'LSE.DBASEDIENTCEILING.R-30 FIBERGLASS BATT MATERIALS SHALL ALLOW FOR EXPANS ON AND CONTRAC'ON OF THE CONSTRUCTION MA-ER ALS. ` "� r- AND F OOR/CEI ING ASSEMBL ES � � ^>,/ 1 3 NO EXCAVATIONS SHALL B'MADE WHOSE L>PTH BE OW THE FOOTING IS GR AT-R THAN HALF TH UNLESS OTHERW SE NOTED,FLOOR SYSTEM SHALL CONS ST 0-PRE-ENGINEERED�_ODR TRUSSES DES GINNED BY FEV)SIMDBASEMENT�bwG.R-30 OPEN CELL SPRAY FOAM z '^ HOR ZOVTAL D STANCE FROM THE NEAREST EDGE OF THE F00-NG A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABR CA-OR TO CARRY THE_DADS FIMSHEDPERIMETER BASEMENT WALL.R-IL CLOSED CE_L SPRAY FOAM 3. OUTDOOR AIR INTAKE AND EXHAUST OPEN NGS NTEGRAL TO THE BUILDING ENVELOPE SHALL-Bc EQUIPPED 3 THE FOLLOW NG I EMS SHAL_BE CAULKED,GASKETED,OR O'•-ERWISE ACOUSTICALLY TREATED,WHERE cz V^'J ND CATED ON DRAW NGS WITH N PARAMETERS LISTED MUDSILL:FOAM SILL SEA-ER BETWEEN ALL EXTERIOR WAL MUDSILLS AND CONCRE"E FOUNDATION WA-L WITH NOT LESS THAN A CLASS MOTOR ZED,LEAKAGE RATED DAMPER WITH A MAX MU"LEAKAGE RATE OF L OCCIRR NG AT DWELLING WIT SEPARATION WALLS,CORER DOR WA1S AND FLOOR/CEILING ASSEMBLIES z . `�•! 4 ALL BACKFILL AT STRUCTURES,SLABS,STEPS AND PAVEMENTS SHA.-L BE C-EAR GRANULAR FILL PLACE N DOORSAND WINDOWS.CONTINUOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS.ADJACENT TO CFM PER SQUARE FOOT WHEN ESTED IN ACCORDANCE W TH AMCA 500D.GRAV TY DAMPERS ARE PERMITTED /1 8 LAYERS AND COMPACT TO 95%MAX MUM DRY DENSITY DETERM ICED N ACCORDANCE WITH ASTM D-1557 8 SHOP DRAW NGS.SIGNED AND SEALED BY A PROFESS ONAL ENG NEER REGISTERED N THE STATE OF PROPOSED FRAMING.NOTE.DO NOT FILL ENTIRE VOID,TO PREVENT FRAME D S ORT ON APPLY MINIMUM'AMOUNT OF TO BE USED UN BUILDINGS LESS THAN THREE STORIES IN HIE GHT ABOVE GRADE. STAGGER 8 OVERLAP JOINTS IN MULT-LAvZR GWB WALLS 8 CE LINGS Z � � ^' BUILDING SITE S-AL BE KEP-DRY SO THA-EROSION W LL NO'OCCUR N-HE FOUNDATIONS CONS"RUCTION,SHALL BE SUBMITTED TO THE ARCH TECT FOR APPROVAL PRIOR-0 FABR CA-ON S-OP FOAM REQUIRED TO AIR SEAL GAP. `�H DRAWINGS SHALL INCLUDE THE FOLLOW NG TEMS: a SEALANT JOINT AT GWB TO SlBFLOOR 8 CEIL NG AT DWELLING UNIT SEPARATION WALLS _- � � A.DRAFTED PLAN LAYOJTS IDENTIFYING ALL TRUSSES 4. VEST BULE DOORS THAT SEPARATE COND TIONED SPACE FROM THE EXTER OR SHALL BE EQUIPPED WITH 12 JO NUT SEALERS TO COMPLY WITH MANUFACTURERS NSTRUCTIONIS APPLICABLE TO PRODUCTS AND 4 SFAIAN7 JOINT AT GWB TO SUBFLOOR 8 CEIL NG,GW8 TO DOOR rRAMES AT CORER DOR WA_.S - J 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHA1 BE FREE OF CIA",ROCK OR GRAVEL LARGER THAN 2'N e CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIV NG UNIFORM LOADS(PARTIAL OR OTHERW SE) SELF-CLOSING DEV CES. APPLICAT ONS INDICATED AT TO THE FOLLOWING SPECIF CAT ONS.ELASTOMERIC SEALANT:ASTM C-926. FLEX BILE GASKE'(SMOKE SEAL)AT DOORS IN CORR DOR WALLS 8 SEAL AT BO_"OM OF DOOR ANY DIRECT ON,DEERS.ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS PLACE R 12'LAYERS AND AND/OR PO NT.OARS SOLVENT4ELEASE-CUR NG S=AL ANT ASTM C-BOL,LATEX SEALNJ' ASTM C-790,ACOUSTICAL SEALANT ELECTRICAL PANEL SHALL NOT BE LOCATED ON UN T SEPARATION OR CORER DOR WALLS E COMPACT-0 90%MAX MUM DENSITY 1N ACCORDANCE W TH ASTM D-1557. c TRUSS CO'4IGURATION DRAWING GIVING STRESSES ON AL,MEMBERS.REACTIONS A-SUPPORTS ANC ASTM C-919 J INCLUDE BACKER ROD AS NEEDED SEALANT SHAL PROVIDE PERMANEN-,ART GHT, 5 RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO IM T A R = STRESSES ON ALL MEMBERS NCLUDING PLATES. SEAL EXHAUST VENTILATION DUCT JOINTS AND SEAMS WITH MASTIC WA�ERPROO-SEALS W TrOUT FAILURE. LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SED LUMINAIRES SHALL BE C-RATED D SPACES.RECESSED SEAL WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS c 6 AL_SLABS ON GRADE SHA1 BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPAB-E OF SUPPORTING AND LABELED AS MEETING ASTM E 283 FOR AIR TIGHTNESS.RECESSED LUMINAIRES SHAL_BE SEALED WITH Z •- 9 HANGERS.FRAM NG ANCHORS AND FASTENERS PROVIDE AND INSTAL_STAMPED AND FABR CATED STEEL OF DOORS AND WINDOWS SEAL ELECTRICAL/CABLE/PHONE BOXES TO GWB WITH PUTTY PADS OR APPROVED EQUAL = 30DO PSc. THE TYPE ND CATED AS REQU RED.NAILS TO BE THOSE FURN SHED BY MAN4FAC'URER FOR THE SPECIFIC A GASKET OR CAULK BETWEEN THE HOUSING AND NTERIOR WAL_OR CE"NG COVERING SEAL WIRING INTO ELEC RICAL BOXES 8 RECESSED LIGHT HOUS NG TO GWB t USE NA LS SHALL BE FLL.Y DRIVEN N AL_HOLES IN THE ANCHOR.MANQ,FAC`,RER TO BE'S MPSON OR I REFERENCE S-ANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS: - BACKFILL SHALL BE BRO..GHT UP EQUALLY OV EACH SIDE OF WALLS DO NOT BACKF LL UNTIL WALLS HAVE APPROVED EQUAL CONFORM NG.0 THE REQUIREMENTS INDICATED SHALL-BE PROVIDED.ALL HANGERS AND A. UNDERWR TERS LABORA'OR ES.INC BU LD NG MATERIALS D RECTORY. 6 THE FOLLOW NG SHALL BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED W_,AN A R PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED L GHT NG HOUS NG N CURED AND ARE PROPERL`BRACED. ANCHORS SHALL BE GALVANIZED. e. NAT ONAL FIR PROTECTION ASSOCIAT ON:PAMPHLET#80 STANDARD FOR F RE DOORS AND W NDOWS SEAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS � 0 BARR ER NEATER AL.SJITABLJ=FILM OR SOLID MATERIAL.ROCK WOOL AND F BERGLASS GATT INSULATION ARE C NAT ONAL.WOODWORK MANUFACTURERS ASSOC AT OR S 1078:WOOD=LUSH DOORS SEAL PLUMBING PIPE PENETRATIONS THROUGH GWB NOT ACCEPTABLE AS AN AIR BARR ER MATERIAL. l 8 REMOVE ALL EX STING FOJNDAT ON WALLS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDAT ONS 0 A HEADERS AT BEARING CONDITIONS SHALL BE S ZED AS SHOWN ON DRAWINGS o AIR LEAKAGE ASTM E283. PROV DE GYPSUM BASED UNDERLAYMENT BEVEA'••TUBS AND SHOWERS M E. WATER RESISTANCE-ASTM E33. SEAL TUB AND SHOWER DRA NS TO SUBFLOOR 8 SHOWER ENCLOSURE'0 SUBFLOOR AND WALLS J I A L�-EADERS AT NON BEARING CONDI_DNS SHALL BE SIZED AS ND CATED N T�E FOLLOWING TABLE._NLL.ESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL NEE-THE AIR INF L HE TRATION STANDARDS OF T 972 AIR SEA-THE FOLLOW NG LOCA-,DNS BEFORE NSULATION SEAL SHOWER HEAD-0 TILE OR SHOWER SURROUND ` 9 EXCAVAT ONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0 BEYOND NEW FOOTING L NE. OTHERWISE NOTED. AMERICAN NATIONAL STANDARDS NSTITUTE ASTM E283.73 W Ti A PRESSURE DIFFERENTIAL OF 1.57 LJBS PER MUDS LL TO FOUNDATION 8 R M JO ST TO MUDS LL 8 TOP PLATE TO R M JO ST PROV DE SEALANT AT F RE SPRINKLER HEAD ESCUTCHEONS'O GWB z SOFT.8 SHALL BE CERTIFIED AND LABELED. SUBFLOOR SHEATHING TO RIM JOIST BETWEEN CONDF ONED SPACES SEAL ATTIC AND CRAW.SPACE ACCESS COVERS TO GWB OR SJBFt OOR ` 0 THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SO L EROS ON OF STEEP BANKS DUR NG OPEN NG SIZE HEADER SIZE 3 GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILD NG CODE. SUBFLOOR SHEATHING T8G AND SQUARE EDGE JO NTS Y CONSTRICTION WHEN NEW CONS-R.,C"ON IS COMPLETE,THE GENERAL CONTRACTOR SHALL REGRADE LIP TO W-0' (2)2x6 L EGRESS WINDOWS ON SECOND FLOOR MAY NEED L M T N:DEVICES THAT HAVE RELEASE MECHAN SANS PARTITION WALL STIRS AT EX"F R OR WALL INTERSECTIONS SEAL RECESSED HEATERS(PTACS)TO GWB 410'0 6'-0' (2)2x8 INSULATE DUCTWORK LOCATED W THIN FLOOR/CE LING ASSEMBLIES ic D STUBBED BANE AREAS BACK TO NA'"..RA..STATE AND REPLANT SU-ABLE VEGREAT ON TO PREVENT 6 0`TO 9'-0' (2i 2x10 TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN,CONDITIONED SPACES SEAL HVAC AND VENTILATION GRILLES.INLETS AND D FFUSERS"0 GWB ERGS ON 5. BU_DING ENVELOPE FENESTRATION MAXIMUM U-FACTOR 8 SHGC REQUIREMENTS: DROPPED CEILINGS,SOFF TS AND CHASES SEAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB 2 PROV DE MEMBER ENDER ALL IN ER OR PARTITIONS RUNNING PARALLEL TO FRAMING.PROVIDE SO_D B.OCKING FIXED FENESTRATION U-FACTOR:0.38.OPERABLE FENESTRAT ON UfACTOR:0.45,ENTRANCE DOORS ATT C KNEEWALLS AND JOIST CAVITIES UNDER ATTIC KNEEWALLS U-FACTOR:0 77.S-IGC PF<0.2-0 LO SHGC 0.2<PF<0 5-0.48 SHGC PF>0.5-0.64 SEAL CLOTHES WASHER VINE/DRAIN BOX 8 DRYER EXHAUS'BOX SEALED TO GWB FURNISH AND NS`A1 ERG LANDSCAPE CONTROL AS S-OWN ON THE SI E PLAN PROTECT NDSCA°E ITEMS,THAT UNDER ALL POINT LOADS AND COLUMNS. SKYLIGHTS U-FACTOR 050 8 SHGC 0 TUB SHOWER ENCLOSURE TO SUBFLOOR BATE-AND SHOWER DRAMS TO SUBFLOOR SEA_BUILT-IN CAB NE"S TO GWB x ARE : . .40 NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED CLEAR A!VEGETAT ON FROM"HE AREA ON MASONRY FIREPLACE TO SUBFLOOR � THE S TE PLAN WHERE THE BULDING IS TO BE'LA REX FASTEN CEILING MOLDING TO WALL ONLY PCED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE '3 FURNISH AND INSTALL THE FOLLOWING: 6. CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER vARV N SPECIFICATIONS,WOOD UL' ROV DE SEALANT JO NT AT CE LING i --- ELECTR CAL SERVICE PANEL ON EXTER OR WALL OR TENANT SEPARATION WALS C INSTALLATION FOR NEW WOOD FRAME CONSTRUCT ON DATED 5-22-7 INTEGR L TY OUTSWING FRENCH DOOR FASTEN WALL BASE MOLDING TO WALL ONLY,PROV DE SEALANT JO NT AT FLOOR AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS Oc CONSTRUCT ON AND STORE ON S TE LIGHT FRAAIINGLUMBE&ALL TOP AND BOTTOM PLATES,WALL STUDS SHALL BE DOUG FIR LARCH-STUD GRADE WOODd�'REX SERIES NSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH OPENING PREP 8 FLASH N IS HVAC DUC JOINTS RIND SEAMS SEALED WI'H MAS'C 8 REGISTER BOO'S SEALED'0 SUB LOOR PROV DE VIBRATION SOLATION OF THE OVERHEAD GARAGE DOOR TRACKS OPENER w/RESILIENT HARDWARE z • IN APPROVED LOCATION OR BETTER ALL HEADERS AND BEAMS SHALL BE HEM F R NO.2 OR BETTER.F NISHED L SIDES,19%MAXIMUM' METHOD A I MEMBRANE DRAINAGE SYSTEM DATED 2 22 4 EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEALED WITH MASTIC MO S-URE CONTENT,2 NOM NAL N-H CKNESS AND 4`NOM NAL(OR GREATER)N W DTH COMPLY W TH INDUSTRY 7. FURN SH AND NSTALL THE FOLLOWING: WIR NG 8 PLUMBING PIPE PENIF-RATIONS'HROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL NEATER ALS:USE A COMB NAT ON OF THE FOLLOWING: ` 2 FUR"SH AND NSTA.1,IN AL AREAS DISTURBED BY CONSTRUCT ON ACTIN'ES AND ANY AREAS INDICATE)ON STANDARDS,AITC 105 WIR NG NTO ELECTRICAL BOXES THE S TE PLAN,L•CLEAN LOAM AND GRASS SEED.COORD NATE W TH ALL OTHER SITE WORK. TRE47EDLUMBER.SOUTHERN YEL_OW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL PR&HL7VGR 7ERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT NON-HARDEN NG CAULK-SEALS GAPS LESS THANy{WIDE _ EXPOSED FRAMING AND ITEMS IN CONTACT W TH MASONRY,CONCRETE OR GROUND.TO BE USED FOR EXT.WD. STANDARD ANSI/AHA 135.4-1982 AND NWWDAI.86,SEC 3.73(8).MANUFACTURER MASONITE CORP.OR ARCH-ECT A R SEAL THE FOLLOW NG LOCAT DNS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION SPRAY FOAM-FILLS LARGE GAPS AND SMALL HODS 3. FUR"SI-AND".STALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOT NG DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDS LLS. APPROVED EQUAL SIZES AS END GATED ON THE DRAWINGS.COLOR AND SANE SELECTED BY ARCH TECT AND/OR BACKER ROD-CLOSED CEL.FOAM OR ROPE CAULK PRESSED INTO GAPS BLOCK/NGANDNAILERS DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE B.OCKING FOR ALL FUTURE r'SEALANT A'GWB TO SlBFL00R A EXT WALLS AND TENANT SEPAIRAT ON WALLS GASKETS-NEOPRENE,RUBBER,FOAM SURROUND P PE WITH CRUSHED S-ONE AND F L-ER FABRIC AND AL.OW FOR PROPER INSTALLATION W T- MOUNTED TEMS,SUCH AS,CASEWORK,SHELVING,HAWDRAILS,RA LUNGS,BATHROOM ACCESSOR ES PROVIDE OWNER FIRE RA7ED.FURN SH AND NSTALL AT GARAGE-TO-HOUSE DOORS TO ACH EVE 20 MIN F RE RATING DOOR FRAMES 8 WINDOW FRAMES TO GWB AT EXT WALLS AND CORRIDOR WALLS INCLUDE GASKETS,THRESHOLDS,ETC.FOR UL TESTED ASSEMBLY.DOORS SHALL SELF-CLOSE ACOUSTICAL SOUND MAT MEMB-RANNE ADJACENT DRAINAGE MAT WATERPROOF ING ON FOUNDATION WALL.FURN SH AND INSTALL DRAIN P PE, F.RE-BLOCK NG AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB z EX7ER/ORDOOR:MANUFACTURER MARVIN INITEGR TY WOOD-ILTREX,S-IALL HAVE INTER OR FACTORY-PR NEED GYPS.,M BASED UNDERLAYMEMT AT WOOD SlBFL00RS CLEANOJTS.ETC AS NECESSARY 8 DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIV L DRAWINGS URPLYWOODSUBFLOOR APA RATED 3'c`ADVANTEK,TONGUE AND GROOVE.GLUE 8 NA L.ADHES VIES CONFORMING ATT C AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBF_OOR WI"H PERFORMANCE SPEC PA RATED X"AD SHALL ONLY BE USED WOOD WITH FIELD-APPLIED PAINT FIN SH,EXTER OR W TH FACTORY-BAKED EXTER OR PA NT F N SH.PROV DE 8 SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES ? ATT C ACCESS PULL-DOWN STAIRS SEALED W'•WEAT'ERSTR PP NG ON COVER ROOFSAEA77IDVG.APA RATED'a EXTERIOR GRADE PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER INSTAL_CORROS ON RESISTANT HARDWARE SUTABLt FOR COASTAL-NV R0N81rN',SALT WATER SPRAY.VERIFY RESILIENT CHANNELS DIETRICH RC DEL XF RCSD THAN 24'o.C. WITH OWNER/ARCHITECT FOR SELECTION 8 FINISH OF HARDWARE&DOOR ALUM NUM PAIN'COLOR PRIOR TO RECESSED L GHT HOUSING TO GWB SOUND ISOLATION CLIPS USED WITH METAL FURRING CHANNELS x NALL SHEATHN'G.APA RATED CDX PLYWOOD OR a OR ENTED STRAND BOARD(OSB; ORDER NG VERIFY ACTIVE PANE-_S ON DOUBLE SW NG DOORS,PR OR TO ORDERING PRROV 7E SHOP DRAWINGS TO RECESSED WALL HEATERS(PTACS'SEALED TO GWB GYPSUM WA-L BOARD(GWB) ARCH TECT,FOR REV EW HVAC GR LLE AND DIFFUSER AND VENTILATION GRILLES AND N-E"S TO GWB VIBRAT ON ISO ATION DEVICES FLI 313.17 G 312.42 G 311.25 G 311.83 FL 1 307.67 G 306.92 52 FL 297.17 FLI 301.67 G 300.92 G 305.75 G 306.33 55 IS53 C 1 FLI 292.67 FLI 294.67 G 296.42 G 299.75 G 300.33 57 C2 A FL1291.67 W//Oo SIGNAGE: G 293.33 O 57 56 C 1 23 25 XI- SALES OFFICE T W/O G 291.92 61 60 C2 ^ 21 X2-SALES PARKING i G 290.92 O 59 C 1 19 X3-SALES PARKING i 62 A 17 CLUSTER W X4-SALES PARKING<- 63 DR C 2 13 1 s X5-SALES PARKING<- 64 BR 1 1 CLUSTER X X6-DO NOT ENTER 9 z Z LU o E$ X7-DO NOT ENTER BR 7 W u°� u Q D L 5 CLUSTER Y LANE C W V Q o 3 Z EYS CKLE CLUSTER U or p�++ o 0 0 R BB CLUSTER AA H O N 19 Y L 33 FLI 313.17 O ~ ` aD a) a CLUSTE 17 Z R 32 G 312.42 V V ^Z ° CLUSTER CC 50 FL1 305.67 z Ie U gate to be k fence 0 15 G 304 a .92 locked at all hainli BL times 22 N m c 15 Z L 31 FL 1 312.17 chainlink f 11 ence 18. O FL 1 294.67 51 B R � O M 13 Y R 30 G 311.42 � n gate 0 27 79 G 293.33 r C 5.6 20 N �, A C. B L F 7 ~ �� n OA A 3 .92 13SG05.92 ZLFL1 293.67 BRm 29W/O ZN FL1311.17G 292.92 O C 1 20 m 9 Z R 28G 310.42 46 306.67 D25 G 294.33 � 305.92C2 305.92 n O N 1FL1 294.67 DR AO 9 1 306.67 18 r � m c 7 YL 27 FL1 310.17 W/O 18 v� 0 82 FLI 295.67 A G 305.92 4 G 309.42 O r 305.92 45 `^ > M 5 26 G 293.92 23 AG 294.33 � Z RC1 Z m rcv+ fn Z 3 305.92 C 2 16 3 Z 25 FL1309.17 A r C l G 294.92 0 44 L G 308.42 FL 1 2/o DR O D 21 O = 43 G 304.42 c 24 ' W/o 86 ,b p z 90 7 �, YR(B z G 294.92 m o C 2 ^` 0 m 14 note: N FLI 296.67 0 40 42 FLI 305.17 maintain entire length of w 19 p G 295.92 ° C 1 C1 5 A G 304.42 international drive free '" D L 0 from dirt&debris at all FLlW/O17 87 BL 14 � n 85 304.92 N � times / ��e 4 70 G 295.42 -a 4 �l o c�� \� 1 305.67 A 12 70 A G 303.83 ca +N° \fie+ Z fl 30a.33 39 p C 1 41 note: <<oc �`Ge o� N r NO TRESPASSING Q,c �O� ��' < C) 8 G 297.42 3 (�� signs on all gates `oa ��p� coo C N FLI 297.67 91 DR A 17 C2 10 © Gay ro �aac JGt�O FOR DIAGRAMMATIC PURPOSES w W/O 12 C2 4.33 O sales FF 306.50 O / 2`' �" 1--- G � 296.92 parking GSF f p� o0 ONLY. REFER TO CIVIL 89 FLl 298.17 / G DRAWINGS FOR ALL RELATED N � O AO G 297.42 G A SITE WORK. Qc 15 ,r directional U �'' �o const.sign LEGEND: Q FL1W/O,7 92 BL 10 G `�, G297.42 37 BL 8 © -o 1 X1 BR-"B"RIGHT"UNIT r- 0 Cc G 297.42 O C 1 90 FL 303.67 O O BL-"S LEFT"UNIT U } 0 0 13 G 2•92 F CI- "C"UNIT.MASTER UP W } > iG .0 C2-"C"UNIT,MASTER DOWN �_ 0 0 6 DR-"D RIGHT"UNIT z = Z Z L 94 G 296.42 05 y DL-"D LEFT"UNIT F- r 0 F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT o_ V 93 DR 8 ��. C 1 �G,f� YL-"Y LEFT"UNIT I FL 298.17 11 C2 �F n 36 F.p 1 ZR-"Z RIGHT"UNIT N Q Q � w W/O FL1297.17 1O O FL1303.17 w Q 0 4 G 302.42 ZL-"Z LEFT"UNIT � cUn � G 297.42 95 G 296.42 0° 301.42 A +stop sign C 1 W/O-WALKOUT 6 35 27 2 O97 Or e_1 9 A G 295.83 FL 1 302.17 2 +stop sign flag man+ 2 G 302.42 C 1 G cr G 300.83 C2 -9 A G 296.42 ��� C 1 96 © F� C` 25 O .rt 34 FL 1 302.67 A 4 �'` LP 7 G 300.83 18 O �F� l C 1 7 G 301.92 FL 1 297.17 98 �' G 293.42 © �GJ �� 9 23 O W/o Z 100 +stop si C 1 'PB ti G 295.83 C2 2 F FL 1 294.17 © O4 16 F = 99 y 5 `-'2 G 293.42 7 A 21 B L 7 Z 101 G 302.42 5 CMG G 300.92 L G 295.83 A G 292.83 C 2 14 `rlc�,pO 1 1 FL 1 303.17 3 G 302.42 19 C 1 FL,301.67 = _ O eGJ� C 1 102 G0 Ob 12 G 300.92 ,6'x50' �s �c G 302.42 Oe6l, 12 0 G 289.42 onti-tracking 1 Gro�c�c O C 1 F'f'p 17 A < 100 G 300.33 10 O�G 103 cG� G 301.92 A `rF� C 1 13 FLI V290 17 18'gate \.c�� G 289.83 post&roil tei�c 9 F �/ LO G 289.42 C 1 8 ro`c a FLI 302.67 9 C 2 8 15 _ N G 78 FLI 291.17 G 301.33 G 288.83 104 A 01-- G 289.83 10 = :D c: N gate for construction C 1 14 G 298.42 FLI 288.67 105 6 �ti entrance&exit to be 15 77 G 289.83 =unlocked&open during C 1 J G 287.92 C2 A FLI 291.67 13 G�JS��� construction activity only. 13 G //II� FL l 299.17 at all other times this gate 1 G 290.92 G 298.42 _ VJ 109 4 must be closed&locked C� C I 7 15 D L GsIF� 0 0 „ A •- f,f 11 B L G 291.83 C% 5 � G 297.83 FL 1 293.17 g• �� J G 291.83 �� CIO N I 2 0 GO PQP 7 9 70 G 292.42 FL 1 294.67 �� 16 blacktop O G 293.92 ��, 9 G C2 Q C 1 69 x G�J 5 106 C SF 7 /q 68 66 lavender lane to G 297.83 A 107 G 289.42 P R/ C 1 O be paved 2nd 17 I O M R O S 5 BR week of 9/20 7 C2 C,G 3 C 1 FL1V290O.17 F / Qus 3 � FL1 299.17 = �G G 289.42 12 C/USTFR H F TAR GG 1 L 18 G 297.83 S-1 108 ✓✓ G 5 A G�J G 288.83 C 1 10 C�USrER EE 0 `�� G 298.42 D R 75 A8 CLUSTER yh n 74 19 C 1 10 C2 6 CLUSTERFF 6 3 • O FLI 288 67 G 290.33 CLUSTER DID C 1 21 Z - W/O FL 1 291.67 73 21 O FLI 299.67 G 287.92 W/O BR 4 2 G 298.42 �� 20 G 298.92 G 290.92 G 290.92 7, A 4 �° D R DL 000a FL1299.17 G�� 1 BR 22 FLI 293.67 G 298.42 Z W/O 67 65 C2 G 292.92 O 2 FLI 294.67 FLI 2 67 23 W/O V G 298.42 UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT G293.92 /0 G 294.92 A/C A/C UNITS ON GONG PAD 16'-6Y2° EGRESS WELL O DECK ABOVE a,_4„ w/STEPS ----------�---- ------- f- J4 L----------w------------------ 1 I I 1 t O i r 12"COLUMN 10"GONG. COVERS-- i i= 10'GONG. I w Z 2 ocoo o'oo 5„ SONOTUBE I 5" I I m 50NOTUBE I '� o c o1,' FOOTING I i i♦0 FOOTING ~'�~ <iY o ' 13'-5y2„ I 15'-4y2" 18Y2° I I r--------- L2RALt�E>;' 1 „ I W W c a, I I I y� 1 1 I-4 o p po -01" 1 1 -1 O 1 1 1 QQ 1 O p v _I I 1 I I 4-O 4'-O' I U s t -------------- -------------- I ------� -------- -------- --r 24"x36„ _ ry „� �♦ U ^z 6 ---------- ---------- 1 I O I I -fai-L °c U --336CDPI------------ 5LUE5TONE i ' A3.0 1 �1 iL - SLAB I i 13 L w1 . iEGRESS "f'_23/4„ i 11 r ili. ---------- ----------------- 12'-�2 I y2„ ,( G�1 --------------S6Uz-Dw -3rtibG -----------, i i I L---------------------- --------- �6 ------------ -------------- --------- -- I II 5 3 2X6 TYP.) 1 1 2 I 2 2x4 STUD i 1 I 5 I , A3 0 A o WALL,SEE DETAILS 11 I II I I1 � I I 1 t A3 0 I i FINISHED A3.0 I 1 FINISHED 1 BASEMENT I I �—:2x4 STUD BASEMENT WALL,SEE in I I i I i I n I i DETAILS ' 0 I w m I i 2x4 STUD WALL, 1 I i i I i IN51DE 2x6 WALL ' 1 -7-6" t SEE NON-WALKOUT i I I 1 5'-II" t I BASEMENT FLOOR i 1 u 10 2'-5Y2, O PLAN FOR i I I I o�S' 2x6 INT.WALL I O INFORMATION IN i �� ' THIS AREA 1 I I I z ! I N I ' ' 0 32"x60"TUB .7 I I a I � °w/SHOWER I ' i 12"xl2"x4° e I Z � �—DEPRESSION h�b Q z i i I i IN SLAB UNFINISHED o HE)BATH UTILITY I N CL `� I ;� 0 -0 I I i EJECTOR PIT/ ELEC. o cv O � E r I 1 1 N I 1 PUMP FOR PANEL � o I m O 0 BATHROOM ° az CT�It I 1 I HOT > 6+ m u- N p 1 I I I I 1 I I W ANER co 6B. I O Q Z 1 I I I _ ' L----------------------------------------------------1 r--------- L------- _M�_ I --------F- - -------- I -------- , I W I L--------L O e-------- J lU U---------------------------------- 10 v I I I --------L I I I I I cv ti 3'-" I W U Q I I 1 I OUTLINE OF Ali - 0 N 0 ---------r iSTUD WALL . I � J 1 1 I I ABOVE"TYP I J CL I I 1 I a ------- I l i w� 1 � I t I I L--------�- I Z I 1 I 1 1 I I I H �I i i � It I w' I I ' .p N N STAIR _ I , , 1 I I I I I f O I I I I I I 1 I I i I I I I 1 Z I I I 4'-O'2 p Q I I laJ w z (^', I I W 1 I I I I I I I s_� I SEE NON-WALKOUT � � i - I o� UNEXCAVATED I BASEMENT FLOOR i i I- i PLAN FOR i i ry i I SLAB ON GRADE i Z 561 HIGH INFORMATION N 1 1 1 I I a l i i GUARD/ UP ' THI5 AREA 1 1 ' o_' I I HANDRAIL I x � O I � 9'-4 i �'-10 O 2x5 STUD WALL I m I I I I I I I i ` i1 1 I 1 1 1 I ®BASEMENT ? ^1 I t i i STAIR ONLY - W I I 1 I I , I I I I I e `/ II 1 I ( I I I 1 1 I I I I o e ! UNEXCAVATED I N ' L-----------------------------------------------J I I L----------- --- I I �. z ----------------------------- SLAB ON O O 1 i � -------- ----------------------------- --- �GRADE I J r------------------------------------------------ - I I = I , - j 1 I------------ ------------------------------------- r I t I 1 1 I r I � I I ,I I I I 1 �--------------J 1 I I 1 �----- r fV _J 1 �_________- I I I I II ---------J 1 I ---- --------------------- - 20'-0 I 8-0" i O 28'-10" IX0w z �O J D BASEMENT FLOOR PLAN W/ WALKOUT 2 BASEMENT FLOOR PLAN" �QU cr Q SCALE 1/4"=1'-0" SCALE 1/4=I-0 I O 3 J FLOOR AREA"A"UNIT: BASEMENT: 777 SO.FT. FIRST FLOOR: 998 SO.FT. SECOND FLOOR: 1,425 SO.FT. - TOTAL: 3,200 SOFT. GARAGE: 439 SO.FT. 0 2' 4' 8' VOLUME: 28,023 CU.FT. A/C A/G UNITS ON GUARDRAIL wl I �GOMPOSITE -36"H.PVG O GONG.PADS` GATE 56"H. A3.0 � ABOVE GRADE ( DECKING GUARDRAIL __ ___ . -------------------- A/C 1�1 r_--------------------4 I ---------------- O ,I,r-- --- I rt �IIL---------------------II II -------- I I ID.S. A3 0 " III L____---___ __i WD.DECK OR (A�3,0 LINE OF WALL BELOW z z o OD o E 0• I�;--------------------;I BLUESTONE � �b N_ N U v 13'-Sys„ I I I I I PAVER 12'COLUMN I ' i -I W 0 c" % O , FLAT ROOF BELOW I FLAT ROOF BELOW ALUM."K"GUTTER o Oi b-8y2'111 1 6,-c!" I COVERS 1'-4 I 28'-i0 I _ N f I O I ' I i C W U ________ __________________________ 1 - II - o�oW a� oQ i3660 DH 3660 DH 3660 DH RZOOFo ABOVE 2 I '-5y"' 4'-3Y2" II'-IIYa" 8'-13/a' `_j I i -� .S. V = r w q, I , , �o b -" ' (3)2X6(TYP)J CLS�SJ - g 3 I I 1 = 1 o D.S. Q , z w �. I ------------------------------------------- ------ ----------------------- U I j 2535 2535 1 3664 DH 3664 DH 366E DH 3664 DH } 2/a 8-I,a i w o CSMT �� CSMT I I N I ` I EMPERED t , 1 3664 DH 3664 DH 366L DH 3664 H I (3)2X6(7*1' `LINE OF b" C.y 15'-4Y2" WAIL BELOW I I Q DINING � � 6 IN WA MASTER ��2 2 ROOM (5)2X6(TYP.) BATH b+ `--EGRE55 WINDOWS;a/ A3.0 A3.0 i I TILE WEIR ti i LIMIT,NG DEVICES THAT w/T ERED HAVE RELEASE 1 ( OPTIONAL 36' GL SD R 84"VANITY 12"DEEP MECHAN15MB TO ALLOW --- I ;9 _r '2, W.PREFAB I r-- - _p-- 1/�_l 5oFF1 FOR EMER6ENGY m VENT FREE GAS NL,, I j SEAT O -�RJ ESCAPE(rYPJ m 3 FIREPLACE i I iv o 0 o MASTERLL I 4 i I I A3.1 4 N uv o i i i I 4'-4' 2x6 INT.WALL BEDROOM I I A3.1 m`� KITCHEN I I HC DD CH SE 0 0 0 LIVING I L i �L_11 I (I a i WALK-IN �• Y °I I 6. I z= z_ o °I I ROOM I CL r66. OPT:CNA_ 2 I 2 O I O 3 N °i i I A3.0 2.p SKYLIGHT A3.0 I A3.0 0 o ii i I I ROD 6 SHELF N li i I S. �✓ �✓ I w 6, 2 2 P75-2 ROUGH PLUMBING A3 0 I A3.0 I ' ONLY FOR SINK, N ALL MODELS I I � i i O OP7ONA_ I I , i, REF m I WALL i i i \� DEN I dJ i �� i CN DOOR FOR I I I ^ I _I I I ^ i I O 5'-3Y2" 3'-312" 4'-4S'2" 3'-by2" i u� LAUNDRY I I , II ENCLOSING I I __\` 36 HrG*I I r I EPDM R F SKYLIGHT- / \�� IONAL 2x6 INT.WALL I r 2xb STUD WALL, DEN li �I c_--_y b ------ g 11 � MEMBRANE � - I INSIDE 2x4 WALL B• �i �� 2x8 WALL- I I +- `L� INC ROD a SHELF CL �" t6�� , /��i S�y��\- ----------- PER FT SLOPE ( Z 00 ' i O S.[11,14,5111CL 6"DEEP �10 = MS /56`0 Z„ It6 SOFFIT tib I HALL - TAIRPANTRY 8 b� - i I 32"x60"TUB oLINENI� �ILAVCH SE t6. MUDR OM 'i_ I 6. w/SHOWER m i 6 i , ,,PD0 ii I 2x8 INT.WALL36"HIGH �1,-3I I ,`� , I O O O i _ �- DN d• I GUARD/ i v I° o+J� - -- �4 c�• I-L HANDRAIL I �\ I I ���� I -1 v� O _ 3'-3' �„ i BATH e _ OPTION '_--�, 2x6 INT.WALL \� -OPEN�`/ -w I O `t6�' fib+ OPTIONAL im �BELOVv w I = I Q Z F I I 67"VANITY SKYL GHT �_ I =, I 5KYLIGHT i - I ROD a sc I I I -7 I c) w MIEN.RATED I DOOR -H__---= Lo N w Q Q 0 0 0 o D 8 SHELF ' I FL E f U z I I I I o N o X ASTAIR i CH E WALK-IN 2x6 INT.WALL 30"x30" _ WALK-IN 1 0 = AT --���, z s I � ! C L o+b '� ACCESS i Li0b.- ZC,ARA&E ' i C L tL 10Lu I L\ I�6+ �'�WA,_L5 a 6e, <' tiI %, I I GEiLING TO HAVE 5/a" a 'r' t6 uj TYPE"X"GYP.BOARD m ( I dt r= I 5°-�" 5'-:OY 4 lY I I - GARAGE " A"! 36"HIGH UP I 2" -2" 3'-4�'2 GUARD/ HANDRAI_ I L " I b„ FOYER i I 4 r---------------------�,I O p i I i f �Ib"xlb GRILLE ►- I � I O BEDROOM#3 I -�' I I - � BEDROOM#2 _ WATER METER O I o I SINE OF I I � ,�� TEMPERED I WALL CLOSET w/ t(1 O 5J�' 2559 CSMT I EGRE55 WINDO✓15 w/ EGRES5 WINDOWS w BELOW I I I = I WEATHER 5TRIPPED I �� I �'M'TING DEVICES LIMITING DEVICES ------ DOOR 4 HEATER THAT HAVE RELEASE THAT HAVE-RELEA5ff - I I = (2)2X6 I MECHANISMS TO MEGHAN$'AS TO � I I = �/ Lo IT l t6 (TYP.) I ALLOW FOR ALLOW FpR = (� - I EMERGENC`'ESCAPE I EMER6ENGY ESCAPE I I Z i I 16'0"x8'0"OVERHEAD BLUESTO E p TERRA E �p I 3664 DH 3664 DH 3664 DH , 3664 DHi i i I I - N - - ------------------------------------- --- - ---- ---------------------- ryTRIM TRIM cr cv i i O' I ii i J RE5EMBLIN5 RESEMBLING WALE i L- I I IN L, RAILING BELOW I GOLJMN GOVER5 COLUMN COVERS ABO'�/E p J (,YP) L 7FJ;ZA L'N6 BELOW ALUM."K"GUTTER I'-I1V2" -� 3'-5" I 1'_O" �'-O" '1-O" 3'-5" j DIS. TYP LINE OF WALL BELOW 2&'_10, Ct = SECOND FLOOR PLAN \A3•0 ROOF PLAN I FIRST FLOOR PLAN A3° L SCALE 1/4"=1'-0" SCALE:1/4"=I'-0" ik SCALE 1/4"=1'-0" K • FLOOR AREA"A"UNIT. BASEMENT: 777 SO.FT. FIRST FLOOR: 998 SOFT. SECOND FLOOR: 1,425 SQ.FT. TOTAL: 3,200 SO.FT. GARAGE: 439 SO.FT. 0 2' 4' 8' _ VOLUME: 28,023 CU.FT. ZZW 0O EO- W w C 0 100 H I.-y >O C O W V Q m oCp� p: ap O U —_ g a 0 4 U rlZ U Q F BERGLASS FIBERGLASS/ f f � ASPHALT ROOF r. ASPHALT ROOF I ASPHALT ROOF 5H I NGLE SHINGLE I I I I I I METAL FLASHING METAL FLASH NG METAL FLASHING j I I AT THE HEAD OF ( I AT THE HEAD OF AT THE HEAD OF ALL WINDOWS IE ALL WINDOW5 8 ALL WINDOW5 S DOORS(TYP.)— I , ODORS(TYP.) I DOORS(TYP I I I vi 0 j I I W 6' "K"'STYLE I 6""K"'5TYLE ►x PVC TRIM® I WHITE ALUM. I I WHITE ALUM. Ix PVG TRIM® rIx PVG TRAM EAVES 4 GUTTER5 w/2"x 3" EAVE5 GUTTERS w/2"x 3" I 4 EAVE5 d I 0 WHITE ALUM. I A3.0 RAKES(TYP.) I WHITE ALUM. A3 0 RAKES TYP. CN LEADERS(TYP.) j LEADERS(TYP.) .4 PVC TRIM CORNERS(TYP.) I 5/4 PVG TRIM Z CORNERS(TYP.) 00 � 5/4 PVC TRIM 1` AROUND = I 54 PVC TRIM I 2 l 5/4 PVC TRIM I = I Q DOORS AND O AROUND I AROUND i DOOR5 AND I DOOR5 AND ( O. I W Q WINDOWS(TYP.) I I WINDOWS(TYP I WINDOW5(TYP.) w tt E GEMENT50ARD I I GEMENTBOARD I -1 1 CEMENTBOARIP i � SIDING,5Y4"REVEAL SIDING,%"REVEAL22 51D NG 514"REVEAL T.O.SUBFLOOR I FLAT EPDM FLAT EPDM O Z Q — _-- ----- —_-- -- --- T.O.SUBFLOOR --_— ---- --- -- -------- ROOF ----- I---- T.0 SUBFLOOR I —— — -- ROOF I 1 DECORATIVE j j—` O � Q Z 6""K"'5TYLE I RA1i;NG WHITE ALUM. ( 2"SQUARE 1 I W 6UTTER5 w/2"x 3" COLUMN Lu WHITE ALUM. I COVER OVER p j I I U LEADERS(TYP.) V4D COLUMN w U Q V o 5/4 PVC TRIM CORNERS(TYP.) S TRIM ______ � RESEMBLING p 1 , I ' COLUMN GONERS ' r D S. - r I ' 36 H PVC D,S j io GUARDRAIL T.O.SUBFLOOR I IT- ----- ---- --- ---- - {—— --- IJkT.O.SUBFLOOR -----—------ -- I--— IJhT.O.SUBFLOOR ----------------- -- -- ' FINISH GRADE TRIM A I I J . l j�4UESTONE BLUEST ONE A/RESEM$L'NG NIT5 ON THNRAGEON PAVER TERRACE �A-31 � PAD = 60 ZCOLUMN GONERS v L --------------------------------------- r I I �D -L-------------------------------------------- i--- A3.0 L-'-----J I I= II II I10 II II 1 1L1-- - -----1 I t I 1 II II Ilq 1 11 I I —GUA RAIL w --:K4TER METER CLOSET iIi i i i -- -- d- '�-- I I GA��j 36"H I O I O !w/:WEATHER STRIPPED I'I I I '� i =_;`__lid= ;L li I i ABQWE GRADE O I I I I- I �r--�1� �r--�1 I 1 II - � L� • DOOR 8 HEATER iIi I i i ii ii I I EGiHSS I I z m WINDQW5 IN I ---- I 1 I I WELL,w/STEPSr— BT.O.SLAB -I ------------—------------- p T.O.SLAB I I I -------- 1 I I T.O.SLAB - --— -- ----------- - ----------- I I —— rJ L--------------------I I J L--- ------J L '--- B —J---—4 x - -------------------------------------- I I r-- ----------1------1--1 • FINISH GRADE 'T5 ON (D 0", FRONT ELEVATION REAR ELEVATION I 3 III I GON .IPAD 2 = c: (V SCALE 1/4"=I'-0" A3.1 J `J I SCALE:1/4"=1'-0" I--------------- ------------------( ------------------------------T� �— I ("Z�EAR ELEVATION w/ WALKOUT GENERAL NOTES: WINDOW DOOR NOTES: J SCALE 1/4"=1'-0" = • I. SEE EXTERIOR ELEVATIONS a SECTIONS FOR ALL R.O.a TOP PLATE HEIGHTS,UNLESS ALL WINDOWS DOORS TO HAVE MUNTIN PATTERNS.AS SHOWN ON ELEVATIONS. _ OTHERWISE NOTED. 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. N 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED. 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. 3. 2x6 NOM.EXTERIOR WALL FRAMING a 2x4 NOM.INTERIOR WALL FRAMING,TYPICAL, 4. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. UNLESS OTHERWISE NOTED. M (' 0 2' 4' 8' 5Y2'FIBERGLASS 6 6L (2) "GYP. 5Y2"FIBERGLASS SOUND SOUND DECORATIVE ATTENUATION I BOARD ATTENUATION OPEN CELL°X" ROOF CONSTRUCTION, RAILING LINER PANELS SPRAY FOAM 6„ I 6„ SEE WALL SECTIONS 1 ALUM."K" JI GUTTER WINDOW AS SCHEDULED 1 ><Ljcn tt II i II EXT.WALL I I I m I CONSTRUCTION, - SEE WALL II I II SECTIONS Z Z"' a))o E°' tY co 0� >)o u< co" CZ 77— Ix PVC r 5/4x I EPDM ROOFING,RUN p W U < d THERMAL TRIM' TRI ,PA T UP SIDES 8 UNDER �p u+ c o 0 FIBER OR PAINT m Ix PVC, WINDOW,ON 3/4'TIO O '" o c Q THERMAL (:2 I 5YP APPROVED j (2,i I"GYP. =iy , BEADBOARD EXT.PLYWD. U = a d I I FIBER OR BOARD FIRE STOPPING— BOARD s/4 PVC TRIM 6"�i �" I2"5GUARE SHEATHING,ON U �z o APPROVED LINER LINER PANELS EA.SIDE OF TAPERED FRAMING °C v I i i COLUMN SLOPE a"PER FT. Q THERMAL PANELS BEAM,PAINT i I CLOSED CELL FIRE STOPP'�G--- COVER OVER FIBER OR 'a 5PRA"'FOAM b b' SEPARATION WALL DETAIL AD COLJMN N APPROVED C (9 r-�-�`- FIRE STOPP IvG rt SCALE:1-1/2"=1'-0" Dq��� SEPARATION WALL DETAIL `� m 8 SCALE:1-1/2"=1'-0" 5 IF EAVE DETAI L SCALE I I/2"=I'-0" SEPARATI Ot WALL DETAIL TRM, BEADBOARD _ _ SCALE I-I/2"=I'-O" PAINT � J� 12 ROOF CONSTRUCT ON, SEE AAL�SECTIONS HD.WALL 2x HD.BLOCKING FRAMING, BETWEEN RAFTERS 2x WD. ALUM."K" FRAMING - AD.SILL SIDING d GUTTER SLOPE Ya"PER FT. PLATE 5HEATHIN5 METAL BELOW TH15 BELOW THIS f DRIP 12 POINT HAS POINT HAS EDGE 10F - TO BE P.T. TO BE F.T.— 02" p �, j -------- �1 TYP.ROOF CON5T. cooewni C40M10n.1 ALUM."K' A i • ASPHALT/FISER5LA55 ---' --------- GUTTER r TYP.ROOF GONST EAVE w/ i i ROOF SHING-E r • 15#BALD NO PAPER /a' • ASPHALT/FIBERGLASS GUTTER, s 47-v SIMPSON H-4 OR ROOF 5HIN6LE SEE DATA L r i • /e"EXT PLYWD SHEATHING d) FINISH d d d H-5 HURRICANE • ENGINEERED HIM.ROOF MULCH • 15#BUILDING PAPERTRUSS GL#P®EACH - EXT.PLYWD.SHEATHING NSULATIONPRAY FOAM NZI RAFTER(-rYP.) TRIM, • ENGINEERED WD.ROOF WINDOVN AS Ix PVC T PAINT Ix PVC TRU55 w/SPRAY FOAM SCHEDULED m x8 PVG � I,-V.B�LOGKING m BEADBOARD INSULATION TRIM, • 5/a"GYP.BOARD,PANT = CONCRETE d PAINT L 5/4 PVC TRIM EA.51DE OF TYP.EXT.WALL FINISH 5 CONSTRUCTION, BEAM,PAINT v FOJNDAT ON HR5 7� EXT.WALL TRIM TO RESEMBLE • CEMENT H W GRADE- TO BE ABOVE /4x6 PVC HEAD DBL.12"5GUARE Oi J GRADE i COLUMN COVER 4 a TRIM,PA NT SECTIONS CLAPBOARD i 6 TYP.SECOND FLOOR CON5T. • BUILDING;^IRA" � � TYP SECOND FLOOR GONST. coos moo,e WINDOW AS • Y2"EXT.PLYWD a SCHEDULED • FINISH FLOOR 5HEATHING J • FfNiSH FLOOR __ _ , 3ia"T8G PLYWD. -' FOUNDATION DETAI L • 3/a"TdG PL�'WD. • 2x6 AD.STUDS _ --__ __ rt 5UBFLOOR a Ib"o.c.w/ 5UBFLOOR SCALE:I-I/2"=I'-O" • 12"FLOOR JOIST SPRA`r FOAM i DEGORATI VE , 12 FLOOR J015T �` MAIN E A V E DETAIL • 5/e"G B YP OARD,PAINT NSULAT,ON ; ; RAILING . s/e"G`rP BOARD,PAINT 4 ' SCALE:I-I/2"=I'-0" RAILING/y TRIM DETAIL 8 • YPA NTP BOARD, 6 - SCALE 1-1/2"=1'-0' f A3.o I i i 2 T.O.SUBFLOO i I i _ T.O.SUBFLOOR 12 FLAT EPDM \ ROOF 12 BUILT-JP i ! �10 10V _ PROJECT ON w/GETTER INT.SEPARATION WALL ; ; 2x FRAMING UL-U55(6 2-HOUR RATED 5TC RATING 61 6 NOTE: 12 12 • (2)ROW5 2x4 WD. A3.0 i i PRIOR TO INSTALLING SHINGLES.INSTALL GRACE'ICE a 10�z -\J10 _ 5TUD5®I6 o.c.w/5Y2' �� 5/4"PVC WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED. FIBERGLASS ACOUSTIC '-- ---- - BEADBOARD RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES. ATTENUATION SOFFIT EAVES.RAKES.VALLEYS.HIPS.ROOF-TO-WALL = (2)1'GYP BOARD INTERSECTIONS.AROUND ALL ROOF PROJECTIONS.AND ENTIRE = rV = L NER PANELS iv ROOFS THAT ARE FLATTER THAN A 3.12 SLOPE.DIRECTLY TO • lY2"AIRSPACE,EA.SIDE TRIM ROOF SHEATHING.INSTALL'ICE&WATER SHIELD'FROM THE = 0 EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR V • Y2"GYP.BOARD,EA. RESEMBLING SIDE,PAINT WALL LINE. INSTALL PER MANUF INSTRUCTIONS c COLJMN 0 COVERS TYP.TE RAG Q T"'P FIR5T FLOOR CONST. R NDO TYP.FIRST FLOOR GO'x5 • Iy2, - • FINi5H FLOOR BLUE TONE ON MUD5ET Oi • FIN15H FLOOR • 514"Td G PL`eND. • 4"R N.G NC SLAB t- . 5/4"T8 G PLYWD. 5UBFLOOR • b"CCMPAC,TED SUBFLOOR 16"FLOOR JOIST 5RA EL BASE ON • 16"FLOOR J0I5T • 5/8'GYP.BOARD,PANT GOM AG 501E 5/e"5-P.BOARD,PAINT MASTER HALL -- - BEDROOM = A3.0 5L0 Ye'PER FT. T.O.SUBFL00 I - T.O.SUBFLOOR PLAT EPDM I ----- ------------: - ROOD—^� i 2 T.O.SUBFLOOR Li Li L11 .. ° GONG.SEPARATION WALL ? ••° TYP.GONG FND WALL CON5T. Ar 10'REIN GONG.WALL • PROTECTION BOARD • -I Y�"AIRSPACE • WATERPROOF SYSTEM LIVING 0 `° • � • 2x4 AD.STUDS®I6"o.c. m • ID"RE�►�.GONG WALL 0 � MUDROOM 3 w/SPRAY FOAM . 12"SQUARE ROOM v Y2"AIRSPACE _ • IN5ULAT`ON,EA.SIDE • 2x4 HD.STUDS® COLUMN p 1 • • Y"GYP.BOARD,EA I6'o.c.w/SPRAY FOAM COVER OVER _ ••i SIDE,PAINT F INSULATION HD,COLUMN ,5"FOUNDATION WALL w/ IV RE N.GONG.FOOTING, • Y2"GYP BOARD,PAINT SEE STRUCTURAL DWG'5 T.O.SUBFLOOR NOTE: ° FOR MORE PNFO. I - - SLOPE PER FT T.O.SLAB ALL WOOD 0 @ DOOR IN DIRECT T•`KP.GONG.SLAB CON5T. NOTE: 'YP.GONG SLAB CON5T. r "-F G CONTACT w/ . 4"REIN.GONG.SLAB ALL WOOD • 4"RE N.GONG.SLAB CONCRETE I•• • 10 MIL.POLY VAPOR IN DIRECT • O MIL.POLY VAPOR J SHALL BE BARRIER CONTACT wl BARRIER ( 1 PRESSURE I • 6"COMPACTED CONCRETE •" - _ TREATED. •a 6"COMPACTED NQ GRAVEL BASE ON SHALL BE GRAVEL BASE ON ' FINISHED 'I COMPACTED SOIL PRESSURE COMPACTED 50'Litr J BATH °' TREATED. BASEMENT T.O.SLAB f p T.O.SLAB ------------------- — B o ° B a ° 4"PERF.DRAIN , • PIPE IN COURSE <> I B T.O.SLAB - ••I GRAVEL,WRAPPED O --—--- IN FILTER FABRIC, — _ - `-REIN GONG.FOOTING, CONNECT TO DRA N REIN.GONG FOOTING, 0 SEE STRUCTURAL DW5's SEE STRUCTURAL DWG's FOR MORE INFO WALL SECTION FOR MORE INFO �,) BUILDING SECTION C WALL SECTION _ �1 l 2 SCALE (/2"=I'-O" SCALE I/2 I'-0" SCALE I/4"=I'-0" NEW WINDOW 8 DOOR INSTALLATION NOTES: TAPE OVER METAL 5/4 PVC SLOPED DRIP FLASHING REF.DWG'S FOR HEADER CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER GAP I PVC (T-P) _- 51ZE MARVIN SPECIFICATIONS,WOOD-IATREX INSTALLATION FOR SGOTIA(TYPJ NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY s FOLD SELF-ADHERED sa PVC HEAD /a PVC SLOPED GAP RUBBERIZED FLASHING INTO OUTSWING FRENCH DOOR WOOD-ULTREX SERIES CASING(TYP.? 2x6 HD LADDER w/PVC SCOT A(TYP.)-� INSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH w/BLOCKING® ROOF CONSTRUCTION, 56'H.PVC OPENING AT JAMBS d OPENING°REP 8 FLASHING METHOD A-1 MEMBRANE DRAINAGE NSTALL OVER SILL END METAL Ib"o.c. GUARDRAIL SELF-ADHERED GAP DAMS(TYPJ SEE WALL SECTIONS SYSTEM DATED 12-22-14. DR P RUBBERIZED FLASHING DECK CONST., Z Z Lu Iv O E°' EDGE 1,_0'2„ SEE WALL OVER HEAD NAILING WINDOW R.O.HT. s/axb PVG JAMB Lu V'99 y 0D °Q SECTIONS FLANGE(TYP.)�� / SEE EXT.ELEVATIONS CASING(TYP. o W U ¢ BACKER ROD AND W C 4 PVC, =ry SEALANT AT I INSULATED GLA55 O �- ° c iR M '� m 1° I PERIMETER OF WINDOW v x r WINDOW SEE EXT. PA NT x PVC FLANGE(TYP.) ELEVATIONS d WINDOW Z CJ TRIM, I SCHEDULE FOR TYPE PAINT 2"HISTORIC PVC I Q m SILL w/DRIP 1 r AI --- RUBBERIZED PAN HISTORICAL Dqi� Ix8 PVG ' FLASHING 5Y5TEM w/END TR M I GAP DAMS d BACK DAM SILL(TYP.) 0 PA NT g 54 PVG TRIM, i BETWEEN WINDOW UNIT d 5/4x4 APRON(TYP. is EXT.WALL PAINT I PT HD BEAM PAN FLASHING STOOL TRIM(TYP.) TYP. EXTERIOR �D 6 CONSTRUCTION, SEE WALL 12"SQUARE WINDOW/ DOOR CASING SECTIONS COLUMN SCALE 1/2"=V-O" COVER OVER TYP.EXT WALL IL HD.COLUMN CONSTRUCT ON � _ AI N RAKE DETAIL DECK DETAI L TYP. WINDOW DETAIL 4 SCALE 1-1/2"=1'-0" a SCALE 1-1/2"=1'-0" SCALE:1-1/2"=1'-0" Z 0 Ln NOTE > TYP.FLAT ROOF CONST. PRIOR TO INSTALLING SHINGLES.INSTALL GRACE'ICE 8 TYP.FLAT ROOF CONST. w EPDM MEMBRANE WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED, • • RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES TYP FLAT ROOF GONST EPDM MEMBRANE 3/a"TdG EXT.PLYWD • s/a"TdG EXT.PLYWD • SHEATHING EAVES.RAKES.VALLEYS.HIPS.ROOF-TO-WALL • EPDM MEMBRANE 5HEATHINO • 2x8 TAPERED HD INTERSECTIONS.AROUND ALL ROOF PROJECTIONS.AND ENTIRE • 54'Td G EXT PLYWD • 2x8 TAPERED HD. ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE.DIRECTLY TO SHEATHING J NO RAFTERS JOIST c. ROOF SHEATHING.INSTALL'ICE 8 WATER SHIELD'FROM THE RAFTERS®16"o.c. • 2x4 GLG.JOISTS 2x8 TAPERED WD 2x4 GLG.JOISTS Q 0 • Ix PVC BEADBOARD EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR ' (V EXT.WALL CONST.. RAFTERS®I6 o c EXT.WALL CONST., Ix PVC BEADBOARD --EXT.WALL CONST. F- BEE DETAIL 5i A5 O WALL LINE. INSTALL PER MANUF.INSTRUCTIONS I SEE DETA L 5/A5 0 SEE DETAIL 5 A5.0 LU SLOPE Ya"PER FT. SLOPE Ya'PER FT. 0 00 2 T.O.SUBFLOOR -- T.0 SUBFLOOR --_------- ----_ _ -------- 06 SLOPE Ya"PER FT. --_--_ T.O.SUBFLOOR EAVE w/ II ' 70 EAVE / 5VTTERI O GUTTER. GUTTER, SEE DETAIL r l E SEE DETAIL SEE DETAIL 5 I I I I 3/a"PVG SECOND FLOOR i i 5 i I 1 3 U Z 5 SECOND FLOOR I-SECOND FLOOR LL 0 CONST.,SEE DETAIL _ I /a'PVC (� cn O BEADBOARD 3 A5.0 A3.0 �_- GONST.,SEE DETAIL A3.0 .__�,__' BEADBOARD GONST.,SEE DETAIL Z I I SOFF'T SIM. 3!A5.0 i L SOFFIT 5/A5.0 Q � Z I t I > w J I I di j I N Q I- I I c) N 0 � I I I COLUMN In = 12"SQUARE I w = 2"SQUARE I to ~ i Q ►= COVER OVER i m WINDOW AS p WINDOW AS Ij COLUMN WINDOW AS p O WD.COLUMN i SCHEDULED SCHEDULED 36"H.PVG WDVER COLUMN R i m 5CHEDOLED GUARDRAIL I , 2 r' GUARDRAIL w/ T' GATE 56"H ABOVE GRADE -EXT WALL GON5T., SEE DETAIL 5/A5.0 �-FIRST FLOOR CONST., CHAMFER -FIRST FLOOR CONST SLOPE Ye'PER FT. l SEE DETAIL 5%A5.0 $OTH SIDES SEE DETA L 5 A5.0 ,[ T 0 SUBFLOOR - ----- T.0 SUBFLOOR ---- ----- T.O.SUBFLOOR ---- ---- -_ ---- O - -- Q It- I I � • I I ° FIN GRADE II- I I ° I I 1 I t - • ° (`� L_ P.T.WD.LEDGER w/ �/S N FIRST FLOOR CONST 10"GONG. SEE DETAIL 3/A5.0 ' I METAL FLASHING ON TOP I •° ` i � � � l I I TYP.DECK CONST. �. .� •° i I n` SONOTiJBE l ° I I • COMPOSITE DECKING - W FOOTING I EGRESS STEPS I I = N • 2x12 P.T.HIP.JOISTS®16"o.c. CN FOUNDATION WALL, °•• L-- ------- 14 SEE DETAIL 5/A5.0 TYP.PAVERS °•• a = I i = • IY2"RANDOM 0 it BLUESTONE w/SAND a i I SWEPT JOINTS • 4"SAND BED I i OL • 6"COMPACTED °� r WINDOW AS =n N GRAVEL BASE ON •° 6'GRAVEL w/DRAIN SCHEDULED 'c? COMPACTED SOIL TO FOUNDATION 12'SQUARE T' PER METER DRAIN COLUMN p _I COVER OVER Co 2'-8' HD.COLUMN -GONG SLAB.SEE ° �° GONG.SLAB,SEE GONG.SLAB,SEE • I DETA L 3 A3 0 °• DETAIL 5/A5.0 DETAIL 3 A3 0 °• ° I 1 x ' °IRV I 1 B: T 0 SLAB ---------------- - ,• T.O.SLAB -- --%-=- -�--- ,• D T.O.SLAB - ---------------------------- '- D •° ••° •d• ° ' 1 t ' ° l \\ 4"PERF.DRAIN PIPE IN COURSE t GRAVEL,WRAPPED ,1 `RE N GONG FOOTING, °•• i ° 2 RIGID INSULATION IN FILTER FABRIC, Z SEE STRUCTURAL DWG's °' I I 2-O"M 1\EA. CONNECT TO DRAIN FOR MORE NFO I I i 10"GONGNOTue. a DIRECT ON FOR _ 4"PERF.DRAIN PIPE IN COURSE REIN.GONG FOOTING, I I - GRAVEL,WRAPPED N FILTER SEE STRUCTURAL DW6's I I�SOOTINO �0 ENTIRE LENGTH OF ` AR 1 WALL SECTION FABRIC,CONNECT TO DRAIN / FOR MORE INFO. FOOTING m WA L LK-OUT SCALE 1/2"=1'-0" WALL SECTION °. -REIN.GONG.FOOTING. 2 i i 4"PERF.DRAIN O _ SCALE 1/2"=1'-0" ------- PIPE IN COURSE SEE STRUCTURAL DWG's = GRAVEL,WRAPPEDIN FILTER FABRIC, FOR MORE INFO &WALL SECTION CONNECT TO DRAIN - SCALE 1/2"=1'-0" CAMERA-O'NEILL I CONSULTING ENGINEERS Structural Engmeenng-Design u7 Black Pant Lane I I I 12°THICK GONG.FT6. I caw,ra O Ne P�o�.2983� Camera/O NeiN REINF.W/#5 BARS O 12°OL.E.W.,BOT. 13'-95' IS'-415' 13'-�5' 15'-46' IF PROVIDE 45 BAF 5 AT 24'OL. K. V. VERTICALLY 4 HORIZONTAL Y CefITERED 1'-4' 12'�i5' I'-4' COORDINATE Co I ON WALL.PROVIDE 05 004L-S INTO FT6. 9'-4' WATERPROOFIN6 4 ,► TO MATCH VERT.REINF. AND DRAINAGE W/ o GONG.FT6.REINF.W/04 b C BARS O 12'OL.EW,BOT� b bi'� ----------- ARGHL DW65. 50.1 _ �` Us Z Eo% PROVIDE 4 INSTALL g� `r '� �'Q� T.O.WALL �` ^�`^ `2 N C`4 U'v SIMP50N ABUbb STANDOFF O O [COORD.W/ I PROVIDE d INSTALL `,`�'� ~'^~' a- .. BASE d FASTEN TO CONC. I ARGHi] I SIMPSON ABU44 OR ABU66 I'� \ - p W U °C 'R 5' W/g/e PIA.EPDXIED - - L 5' m p'+' o t p c 5' THREADED ANCHOR ROD(b' -- - STANDOFF BASE 4 FASTEN 0 _ O < EMBEDJ 3'_2. 10"VIA.REINFORCED 3,_2. 5 TO GONG.W/5/a'DIA. 10"DIA.REINFORCED a SONOTUBE PIER:TYP. 8 WALL m EPDXIED THREADED PERMIT SET U = m v (B.OF.MIN.3-6 ;fl ANCHOR ROD(b•EMBED) 50NOTUBE PIER TYP. U �.Z o 4 ;n - tb'-I pOFWMINN..� U BELOW 6RADF� 4 U7�L -9 [BA.F.-14'-0') GOORD.W/ARGHLLf 1-� GONG.FT&REINF.W/#4 ��` Q _ I L 4 50.1 �.Ii.-------------- ., BARS 012'OL.EJ"I,BOT� bah ADJACENT ADJACENT FOUNDATION = I° TA.-SHELF T O.WALL 1 I 50.1 4 5' UNIT I , r--------- ---- f 5 2 J IT O [10 29 I Q SIM 50.1 FOUNDATION I I z,T.O.WALL O WINDOW 50.1 FT6.STEPS I �,.. I p TA.STEM [-1O� 1 I m 1 5. i 1 O [COORD.W/ARGH'L) TA.WALL i ,' `r 5' S'`r I I -- [B.O.F_-14-- _ _ � 17 [-0'-SI's� mPROVIDE#4x48' I ----- ------------ -- - - -- - - --- -- 1 O - - ` DI AA60NAL REBARM - __ ____ ------ - - - - I PROVIDE#4x4$' ------ - g ,� ADJACENT I DIA6oNAL RE13AR [B.OF.-10 ] j r AT RE-ENTRANT h SLAB CORNERS. I UNIT IOUNDATION �. SLAB CORNERS. T.O.WALL i ADJACENT . rFlEVS `t p I i 6.STEPS I r rELLEV� T O.[WALL4) O IUNIT FOUNDATION O BEAM POCKET T.O.SHELF YAI 50 2 I I I SLAB DETAIL [-10'-2'j O I •. I 50 2 I I SLAB DETAIL [GOORD.W/6L] O T.O.STEM71 I I I 50.2 I 10'WALL O I Io'►"�-L o 4 NORMAL WT.CONG. m I 4'NORMAL WT.GONG. m. > I'-10'FT6. I'-10'FT6. uj SEE DETAIL .{• SEE DETAIL I 12'64: PROVIDE 4 INSTALL I r-1o° 12'-6Y: 2 O I CN T.O.WALL =I PLATE P.T. i i O r T o.WALL Z CV 1 I [-0'-5►'4] ACCOMMODATE BEAM. I PROTECT UNTREATED I i• [-0'-514] I { .{ I LUMBER WITH BUILDING I r-, __l } THICKENED SLAB, FELT I - I I THICKENED SLAB, I I I SEE DETAIL SEE DETAIL I r- I I' TYP I 0 7 N T.O.WALL y Q O C I m I I SO.I [-O'-5►4� 1 I I 50.1 T.O. Z Q) I I I o I I I Z > I I m I z � N O ADJACENT . Q Z FOUNDATION I }• I I I T.O.WALL I �' I I T.O.WALL I O O [-0'-S►'4') TA.WALL O BEAM FOUNDATION I I I [-0'-5V49 I ,I T.O.WALL O BEAM CL � ILL. w 20'-2' I I T-10' POCKET[-1'-(4] J 20'-2' l'-10' I POCKET[-I'-fs14] U Q � i I I I I w Q _ _ U O.F. 10'10 I . _ � --- --�---� - -1--1- ---- -' L- [13.oF.-to-10] 1 1 I ---- ------ ---------� I ---- ------ ----------� I IN THE EVENT OF SEP �TE I I SIM ID I I IN THE EVENT OF SEP TE I I SIM I I POURS,PROVIDE 4 INSTAL.05 I Ir, ' I 5 I 10'WALL POURS,PROVIDE 4 INST �5 I I IO.WALL x 30'LONG DOWELS O 12' L. p I x 30'LONG DOWELS O 12' L. 1 Q 5 p I O VERT.DRILLED 4 EPDXIED I O I I 50.1 - I'-10'FT6. VERT.DRILLED 4 EPDXIED I O I 50.1 O 7- -1 FON.W/b° I i I OE 4 IN5TALL FON.W/6' I i -' I I-ID FT6. } PR�VIDE 4 INSTALL \ BE kM POCKET AND P.T. 1 p I POCKET AND P.T. 5 I SLAB DETAIL IN5 PLATE TO I SLAB DETAIL I IN6 PLATE TO AC 50.1 ATE BEAM. PR TEGT DUNTREATED I 50.1 I I TEGT ATE BEAM. DUNTREATED 51M T.O.WALL WITH BUILDING T.O.WALL I Z 3 I O BEAM T I I 51M O BEAM WITH BUILDING 0 6 POCKET r 502 4'NORMAL WT.GONG. POCKET 3 = 4"NORMAL WT.GONG. I b c • I I 0 SLAB-0N-0RADE. 50.1 [-I'$'4') r 50 2 I SLAB-0AB -GRADE. . SEE DETAIL PROVIDE d INSTALL 50.1 [-1'-1 4'] BEAM POCKET AND P.T. SEE DETAIL PROVIDE 4 INSTALL I s. O I p1 I BEAM POCKET AND P.T. at I I g BEARING PLATE TO T.O.WALL _ I BEARING PLATE TO T.O.WALL O I o O ^I I TA.SLAB ACCOMMODATE BEAM. O BEAM �� `p2 I . tr ti I g TA.SLAB ACCOMMODATE BEAM. O BEAM 'Q I ELEV.-I-0 O PROTECT UNTREATED O POCKET tr 6ARA6E DOORS LUMBER WITH BUILDING ' [-I'-(aV4°] m I- ELEV.-I-0 O PROTECT UNTREATED POCKET O 1 0 LL I v FELT ° 4 :� _° GARAGE DOORS LUMBER WITH BUILD�T [-I'-614] m "1' 1 4 2 m I a T.O.WALL 50 2 a T.O.WALL I p 502 k I T.O. T.O.WALL T.O.WALL ^�' IN THE EVENT OF SEPARATE [-0'-5►4'] I IN T►�EVENT of SEPARATE [-0'-y4■) POURS,PROVIDE 4 INSTALL#5 � `f• POURS,PROVIDE 4 INSTALL K5 I I = �I1 I I x T.LONG DOWELS 0 12 O.G. I V�T,'DR1LL®d EPDXIED 1Nro ----J C: oiff. VERT.DRILLED EPDXIED INTO - ----- x 30 LONG DO►^I-5 O 12 OL. m �- N T.O.WALL FDN.W/b'EMBED. T.O.WALL FON.W/6'EMBED. a b WOLL O DOOR b'WALL 3 I b ® 4 I 3 50.1 DOOR [-r-e•) 150.1 b'WALL J ----- ----- -- -- ------- CE ---- ---- -- ------- _ r - ; O _ UNIT { -------- --------- ---- -- -------------- 4 UNITUADJACENT i I - -- --- ---- - FOUNDATION I ,' w •� 4 [B.O.F.-4'-67 ADJACENTUNITN 1 i (- 1ADJACENT J i 4 ------ [BAF.-4'-b'] FOUNDATION V� FOUNDATION '1 to I L l---- - J FOUNDATIONm I L--- - 50.1 - - __ _ ------ - -- -�L _ Nv- - --- - tl'-IOK' � - --- - 4 " Q T.O.WALL tr-Ion° :r-IOK° T.O.i°,�"�-L _ �'-Ia4 [-r-4•] Q w tlb'-3'GODRD.W/ARGH'L 10 I I tib'-3'GOORD.W/ARGHL 50. Ic E)fIOUINDATION PLAN-WALK OUT BA5EMENT 05CALE: FOUNDATION PLAN-E6RE55 WINDOW I/4"=I'-0" I/4'=1'-0" FOOTING 5GHEDULE FOOTING FOOTING 21. ID TA6 SIZE REINFORCING h 2'-O"x2'-0"x12"THICK (3)#4 E.W.BOT. m F25 2'-b"x2'-b"xl2"THICK (4)#4 E.W.HOT. 121 .x .x " #4 c_ z FOUNDATION PLAN NOTES: e ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, I. TA.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION O'-0' GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDER6ROUND UTILITIES, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH a it PIERS,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, CIVIL,6EOTEGHNITEM MECHANICAL,ARCHITECTURAL AND 6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. TO GONSTRUGTION. o 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK■SPRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. s 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS 0 C O ti 40 INTERIOR CONCRETE Structural Engineering ENGINEERS n CONSULTING ENGINEERS 9 9 9 SLAB ON GRADE w/bxb � u7 Black Point Lane WI.4xKI.4 W.W.F.SLAB 2xb WOOD STUDS amera/O'Neill Portsmouth,Ri o:en SHRINKAGE CONTROL JOINT v CONCRETE SHALL BE DOUBLE 2xb SILL(P.T).FASTEN SILL ®Ib"O.G. C cauun ems 4-98.2983 (PROVIDE 5AWCUT JOINT O 0 �� 300D I MIX W/NO ; , PROVIDE AND ►- INSTALL CORNER z PLATE TO CONCRETE WITH GAILY.in IN GONG.SLAB AND FILL w/ ►- ADDED AIR ENTRAINMENT. BARS TO MATCH DIA.EPDXIED THREADED ANCHOR EPDXY AFTER SLAB CURES) SIZE AND SPACING ROD5 0 48"O.G. WALL O AND 6'FROM WA F N E W y RUN HOR BARS OF HOR.WALL ■ ENDS(6"MIN.EMBEDMENT) -T eel 10 MIL.POLY.VAPOR _ LONG REINF.E.F. CO PROVIDE 3 INSTALL SIMPSON P.T.POST, RETARDER.LAP EDGES _ x •, w—x #5 x 24"LONG ABU66(OR ABU44 AT 4x4 SEE PLANS lu 6 MIN. BARS®12 O.G. GONG.SLAB ON POSTS)STANDOFF BASE d C. (j+' � ,a, • ; -• •. GRADE,SEE PLAN (2)CONT.#5 FASTEN TO CONGRETE PIER W/i° F. - 2 W 0 c o% 6"THICK COMPACTED BARS,BOTTOM ti ,�v 6^ ��� ~—'' 1 rn° DIA.EPDXIED THREADED " y—0 028 u GRAVEL BASE LAYER. ,. T.05LAB EL. ANCHOR ROD(5'EMBED) 4: p�„U oc o UNDISTURBED VIR61N 501L , p o 5 a to OR COMPACTED GRANULAR FILL 4 PERMIT SET u L . ^Z U CONCRETE WALL INTERSECTION I p 10°DIA.CONCRETE SONOTUBE a DRILL AND EPDXY ALL S 1.5AWCUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. LONGITUDINAL THICKENED SLAB 2 ] till OF SLAB PLACEMENT,AS 50ON AS CONCRETE 15 CAPABLE OF SUPPORTING REBAR INTO FACE OF v 3 5ANCMIN6 EQUIPMENT. PROVIDE AND INSTALL OUTSIDE m 6.G.NOTE: O CORNER BARS TO MATCH SIZE AND FOOTINGS AND WALLS AS AT LOCATIONS WHERE INSULATION SPACING OF HOR CU REINF. OGR,`.rn'• 2•D 15 REQUIRED BELOW THICKENED PROVIDE d INSTALL 2.LOCATE 5F RINKA67E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT " GENTERED ON SLAB,PROVIDE AND INSTALL 100 z_ (3)#4 HOOKED MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING WALL ABOVE P51(MIN)RIGID INSULATION DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH 8 TO WIDTH RATIO. •• .• • ° 5EGTION THROUGH INTERIOR BEARING WALL AND THICKENED SLAB m • '.' •,. 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY 505TITUTE PRE-FABRICATED 3 PLASTIC STRIPS INSTEAD OF 5A 4GUTTIN6.SUBMIT CATALOG GUTS FOR 5GALE:3/4'=1'-0" APPROVAL PRIOR TO USING. ' B.O.FOOTING 5ff PLANS 4.INSTALLATION OF ALL NON-5TRUGTURAL CONCRETE 5LAB5-ON-6RADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND CONCRETE SONOTUBE DETAIL,TYP. AGI-360 AND A6I-302. INSTALL INSIDE 2'-b°MIN.LAP (2)#4 BENT BARS 4 SCALE:3/4"=1'-0" CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND TYP.INTERIOR SLAB ON GRADE DETAIL '' 5PAGIN5 OF HOR. ' 5GALE:NONE WALL REINF.E.F. ' •1 Z STEP VARIES, . •'• 12" SEE PLAN• • •• • •• .. • •• . •• .. O(31-00 M1V) . ✓`J ,� I • • .2 'MIN.LAP w 2 (TYP L) J°APA RATED WALL IGA CONTINUOUS ly FOOTING SHEATHING'SEE CONCRETE WALL CORNERS (2)#4 GONT.AT GENERAL NO '' O BOT.OF FOOTING CV 2xb WOOD STUDS®I6°O.G. m 8'MIN. (2)#5 CONT.AT UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED O 2 TYP.REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING FASTEN PLYWOOD TO ALL TO GONGRETE WITH is DIA.x 12"LONE 5GALE:NONE DOOR JAMB BEYOND PLATES WITH 8d NAILS®4' HOOKED ANCHOR BOLTS®48'O.G. AND � O.G.EA.PLATE,TYP. b°(MIN)FROM BUILDIN6 CORNERS,WALL 011 2a TYPICAL STEPPED FOOTING,DETAIL #4 SLAB DOWELS 0 12" " ENDS,AND DOOR OPENINGS. SCALE:3/4"=1'-0" COORDINATE SLAB EDGE O.G.6 6ARA6E DOOR J L DETAIL WITH ARGH'L OPENINGS 24" PROVIDE AND INSTALL FELT BOND DRAWIN65 T.DNV EL..wALL BREAKER WHERE SLAB 15 POURED Q � SING AGAINST FOOTIN6/WALL,TYP. W GONT.#4 NO T.O.5LAB T.O.SLAB to O 2xb WOOD STUDS®16"O.G.UNLESS 2xb WOOD STUDS 0 Ib"O.G.UNLE55 5 %a% •,y" SEEP Z NOTED OTHERWISE IN PLANS OR NOTED OTHERH15E IN PLANS OR �� - ,', N 0 SHEARWALL SCHEDULES. 5HEARWALL SCHEDULES. T.O.WALL 2 I #4 CONTINUOUS BAR Z Q Z GONG.SLAB ON GONG.SLAB ON O DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb#P.T.2x10 SILL FASTENED GRADE SEE PLANS ®TOP OF WALL GRADE,SEE PLANS TO CONCRETE WITH in DIA.x 124 LONG TO CONCRETE WITH is DIA.x 12"LONE, #4 GONTINUOU5 BAR® - 8"WALL 8"WALL LU HOOKED ANCHOR BOLTS a 48"O.G. AND HOOKED ANCHOR BOLTS 0 48°O.G. AND TOP OF WALL - J b°(MIW FROM BUILDING CORNERS,WALL 'Ta 6 APA RATED " " w U Q b (MIN)FROM BUILDING CORNERS,WALL �Td6 APA RATED ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR _ 6■TYP CONTINUOUS ° CONTINUOUS p N p T.O.5UBFLOOR T.O.5UBFLOOR j BEVELSHEARED 22XTYP TYP.E . f SHEAR KEYY,TYP. SEE P P a T.O.WALL T.O.WALL v v 5 Pjh _ m _ PRE-EN15II�RED - Q m - 4 O FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL �• •• _ PLATES WITH 8d NAILS 040 PLATES WITH 8d NAILS®4° FLOOR TRUSSES, B.O.FOOTING • f• B.O.FOOTING • r N. O.G.EA.PLATE,TYP. D.G.EA.PLATE,TYP. SEE PLANS NV EL.5EE PLAN r (2)#5 CONTINUOUS (2)#5 CONTINUOUS } (2)#4 GONTINIOU5 BARS®TOP OF WALL .• BARS®TOP OF WALL FOOTING SHALL BEAR ON I,_8° BAR5®BOTTOM OF FOOTING SHALL BEAR ON 1,-b„ BARS®BOTT MO OF CC ^�1 PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED FOOTING NATURAL,UNDISTURBED FOOTING W • ;.. BEARING FLOOR TRUSSES, SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY Z SEE PLANS CONT.P.T.2xb LE06ER FASTENED COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. x TO GONG.W/0.151"DIA.HILTI TYPE ! P.T.2xb BLOGKIN6 BETWEEN X-U POWDER ACTUATED FASTENERS SECTION THRU GARAGE DOORS TRU55E5 FASTENED TO GONG.W/ .. ° 5EGTION THRU GARAGE WALL ®Ib O.G.STAGGERED.CEILING 1 8 s -. 0.1510 DIA.HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED 5GALE:3/4"=1'-0° SCALE:3/4"=1'-0" � O ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)8d NAILS o BLOGK.CEILING STRAPPING SHALL • BE FASTENED TO BLOGKIN6 W/8d a I • NAILS®8°O.G. .•.•• - -�- � � ^1 � • �"APA RATED WALL 2x6 WOOD STUDS®16'O.G.UNLE55 • SHEATHING,SEE NOTED OTHERWI5E IN PLANS OR eLO . - GENERAL NOTES. SHEARWALL SCHEDULES. N • DOUBLE 2xb SILL(P.T.ON BOT)FASTENED t Z ^^``` • FASTEN PLYWOOD TO ALL TO CONCRETE WITH "DIA.x I6"LONG W N 10'WALL 10'WALL PLATES WITH 8d NAILS®4 HOOKED ANCHOR BOLTS®48"O.G. AND o O.G.EA.PLATE,TYP. b"(MIN)FROM BUILDING CORNERS,WALL " r— • ENDS,AND DOOR OPENINGS. #4 SLAB DOWELS®12 24° . D.G.®TERRACE � J •, T.O.STEM GONG.SLAB ON FOUNDATION t EL.S E PLR— GRADE,SEE PLANS T.O.SLABAL #5 GONTINUOU5 HORIZ. 5EE 5 • BAR®TOP OF STEM T.O.5LAE30L , m •— • b"STEM ., % x T.O. F T.O.WALL 2 PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT VIDE AND INSTALL FELT .SEEP GONG.SLAB ON u BOND BREAKER WHERE BOND BREAKER WHERE 4 SEE PLAN ° BOND BREAKER WHERE GRADE,SEE PLANS GONTINUd)5 SLAB 15 POURED AGAINST CONTINUOUS ", SLAB 15 POURED AGAINST SHELF SLAB 15 POURED AGAINST (1)#4 CONTINUOUS 8°WALL c BEVELED 2x4 FOOTIN6/WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. BARS®TOP OF WALL e co SHEAR KEY,TYP. SHEAR KEY,TYP. #5 CONTINUOUS HORIZ. 10 WALL GONG.SLAB ON •• ••• GONG.SLAB ON a 6" GRADE,SEE PLANS GRADE,SEE PLANS BAR®TOP OF SHELF b"TYP GONTINUOU5 b" 'v BEVELED 2x4 W TYP. iLl SHEAR KEY,TYP. TYP. GONTINUOU5 BEVELED 2x4 v c SHEAR KEY,TYP. m .'• .. • b" •. 4 p •' TYP. .. — • f •: �� '• = B.O.FOOTING f. B.O.FOOTING _ N `o B.O.FOOTING EL.V R V R ES (2)#4 GONTINUOU5 c PAN 1'-10° (2)#5 CONTINUOUS c PAN 1'-10, (2)#5 CONTINUOUS 'f Q FOOTING SHALL BEAR ON 1,-8° BAR5®BOTTOM OF BARS®BOTTOM OF BARS®BOTTOM OF ••.• • _ NATURAL,UNDISTURBED FOOTING v FOOTING v FOOTING ' SUB-GRADE OR PROPERLY _ B.O.FOOTING •. +' m FOOTING SHALL BEAR ON rn FOOTING SHALL BEAR ON �VARIIN� I'-10" (2)#5 CONTINUOUS COMPACTED GRAVEL FILL. Q NATURAL,UND15TUR13ED NATURAL,M15TURBED BARS C BOTTOM OF R, CD COMPACTED E PROPERLY 'n (DMAL'IE SECTION THRU TERRACE FOUNDATION i COMPACTED GRAVEL FILL. COMPACTED FILLY v FOOTING � :3/4°=I'-O" c 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING SECTION SECTION THRU FOUNDATION-PARALLEL FRAMING 5EGTION THROUGH WALKOUT FOUNDATION 5GALE:3/4"=I'-O" t SCALE:3/4"=I'-O" u a r G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering.Design 117 Black Point Lane Camera/O'Neill Portsmouth,RI o287s Czs Wt-nq Eng"a••s 40LP8•2983 SINGLE 2x4 SOLE PLATE,TYP. �riF NEW r 2x4 WOOD STUDS®16' 2x4 WOOD STUDS®16"O.G. PROVIDE CONTINUOUS 2x4 O.G. 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE SHEARWALL PLANS d °RIBBON°FASTENED TO EA. / FLOOR TRU55 12d NAILS 'y w z z W � E a SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONALfi",� r H d INFORMATION INFORMATION � � �� �H� <S C!o: O t p 51N&LE 2x4 50LE '" PLATE,TYP. T.O.SUB-FLOOR U o c 0 m PROVIDE CONTINUOUS 2x4 ° COORD.W/ARGH. PERMIT SET 0 Z U T d 6 PLYWOOD GOO F TI N6 a "RIBBON°FASTENED TO EA. 5UB-FLOOR. QUI T5 W/ FLOOR TRU65 W/12d NAILS IN 'L DW65. PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD-/=� FLOOR TRUSS,SEE I PROVIDE Y4'DIA.x 6'LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 51MP50N SD5 SCREW FASTENED STUB P05T(NOT SHOWN)BELOW ALL THIROU614 DOUBLE TOP PLATE AND DOUBLE 2x4—A- JAMB AND P05T LOCATIONS ABOVE. 6.G.NOTE: TOP PLATE,TYP. DOUBLE 2x4 TOP ������ O.G. PRE-EN61NEERED WOOD FLOOR �A�' TRU55 BEARING REGIUIREMENT5 SHALL BE COORDINATED WITH TRU55 DESIGNER 2x4 WOOD 5TUD5®I6"O.G. 2x4 WOOD STUDS®I b"O.G. 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE 5HEARWALL PLANS d Z SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL INFORMATION INFORMATION 0 > w SECTION THRU FRAMI146 AT PARTY WALL 56ALE:3/4"=1'-0" O IN O� Cn O Q O � Z j 2x4 WOOD STUDS®168 O.G. 2x4 WOOD STUDS®16"O.G. N O 5HEARWALL.SEE 5HEARWALL PLANS d 2x4 WOOD STUDS®16'O.G. SHEARWALL.SEE 5HEARWALL PLANS d Z Q Z 2x4 WOOD 5TUD5®16'O.G. SCHEDULE FOR ADDITIONAL 5HEARWALL.5EE 5HEARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®160 O.G. 0 5HEARWALL.SEE 5HEARWALL PLANS d INFORMATION SCHEDULE FOR ADDITIONAL 2x4 WOOD 5TUD5®160 O.G. INFORMATION SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d SCHEDULE F SEE SDE ADDITIONAL PLANS d SCHEDULE FOR ADDITIONAL � w INFORMATION TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED SCHEDULE FOR ADDITIONAL INFORMATION N Q TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED P.T.2x4 SILL FASTENED TO CONCRETE 51N6LE 2xb SOLE TO CONCRETE WITH 'DIA.x 12"LONG " " INFORMATION " " Q N Q TO CONCRETE WITH�DIA.x 12 LONG WITH�DIA.x 12 LONG HOOKED ANCHOR SINGLE 2xb SOLE ATE,TYP. HOOKED ANCHOR BOLTS®48'O.G. AND HOOKED ANCHOR BOLTS®46"O.G. AND BOLTS 0 48"O.G. AND b"(MIN)FROM PLATE,TYP. "T66 APA RATED COORD FIRE RATING 6'(MIN)FROM BUILDIN6 CORNERS,WALL b"(MIN)FROM 5UILDIN6 CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND `i"T46 APA RATED PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENIN65. GOORD.FIRE RATING PLYWOOD SUBFLOOR REQUIREMENTS W/ ENDS,AND DOOR OPENINGS. DOOR OPENINGS. T.O.5U5FLOOR ARGH'L DW65. PROVIDE AND INSTALL FELT BOND ARCHREGAJI'L DW655 W/ T.O.SUBFLOOR � PROVIDE AND INSTALL FELT BOND 5 P L- IRVEL.5 P KERA6AINSWHEREOTIN6/WAL.L�D O T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED T.O.WALL 5 P .5 P AGAINST FOOTIN6/WALL,TYP. .5 P GONG.SLAB ON PRE-ENGINEERED y- T.O.SLAB ll T.O.SLAB GRADE,SEE PLANS FLOOR TRU55E5, PLAN ,�, SEE PLANS _CC ^^3`` 1z # • • - u W (2)#4 GONTINUOI ; CONC.SLAB ON PRE-EN61NEERED TOP GHORD (2)#5 CONTINUOUS BARS®TOP OF WALL GRADE,5EE PLANS #5 CONTINUOUS z Z ®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED �. BEARING FLOOR TRUSSES, ., BARS®TOP OF WALL _ BARS 10'WALL •' TO CONCRETE WITH J"DIA.x 12"LON6 SEE PLANS AT STAIR OPENIN6, " HOOKED ANCHOR BOLTS®48 O.G. ANDIt ' PROVIDE(2)ADD'L#5 P.T.2x4 SILL FASTENED TO CONCRETE - CONTINUOUS b (MIN)FROM BUILDING CORNERS,WALL O • BEVELED BARS.EXTEND BARS ENDS,AND DOOR OPENINGS. z WITH�'DIA.x 12"LONG HOOKED ANCHOR �, ., f• � SHEAR 2x4 24°BEYOND EDGE OF � O BOLTS®48'O.G. AND 6'(MIN)FROM GONT.P.T.2xb LEDGER FASTENED n BUILDING CORNERS,WALL ENDS,AND OPENING ON EA.SIDE TO GONG.W/0.151"DIA.HILTI TYPE ♦a r— DOOR OPENIN65. •' v X-U POWDER ACTUATED FASTENERS ^` 1 ®Ib"O.G.STA66ERED.CEILIN6 W 1 5TRAPPIN6 SHALL BE FASTENED 3 • - ' TO LEDGER W/(2)8d NAILS LO S.O.FOOTING 1• (V ' mV EL.5FE PLAN (2)#4 CONTINUOUS O 01% •". FOOTING SHALL BEAR ON BARS®BOTTOM OF C: (� NATURAL,UNDI5TURBED I'-10° FOOTIN6 O 10'WALL 5U5-6RADE OR PROPERLY IO. COMPAGTED 6RAVEL FILL. KALL c J • (D,5ECTIONTH1R!U 6ARA6E AT PARTY WALL ALE:3/4=1'-O" S m • e PROVIDE AND INSTALL FELT 8 ��BREAKER�� CONTINUOUS PROVIDE AND INSTALL FELT a SLAB IS POURED AGAINST -m 2x4 GONT1NUOl15 BOND BREAKER WHERE o M FOOTING/WALL,TYP. SHEAR KEY,TYP. c A �Np SLAB 15 POURED A6AIN5T c` 6' FOOTING/WALL,TYP. GONG.SLAB ON TYP. GONG.SLAB ON GRADE,SEE PLANS 6 GRADE,SEE PLANS c • TYP. • S x X x • •I • • • • • • • •.. • p • B.O.FOOTING c (2)#5 CONTINUOUS .I'-10" EL.VARIES B.O.FOOTING SEE PLAN EL.VARIES (2)#5 CONTINUOUS BARS®BOTTOM OF SEE PLAN BARS®BOTTOM OF Q FOOTING v FOOTING SHALL BEAR ON in v FOOTING to z NATURAL,UNDISTURBED FOOTING SHALL BEAR ON U 5UB-6RADE OR PROPERLY NATURAL,UNDISTURBED COMPACTED GRAVEL FILL. SUB-GRADE OR PROPERLY c COMPACTED GRAVEL FILL. SECTION THRU FOUNDATION AT PARTY WALL SCALE:3/4"=I'-0" 4 SECTION THRU FOUNDATION AT PARTY WALL AT GARA6E SCALE:3/4"=I'-0" � a N CAMERA-O'NEILL w CONSULTING ENGINEERS Structural Engineering-Design u7 Black Pout Lane Camera/O'Neill Portsmouth,RI o2872 Caeuh;n9 4-578.2983 6EERAL NOTES: CONCRETE NOTES: 5TRUGTURAL LUMBER.EN&NEER£D LUMBER: OF NEw r I.6ENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION ��'�� V. (ENTRAINED DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS AINED AIR CONTENT BETWEEN 45%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRAWINJ65 WITH EXISTING FIELD CONDITIONS STRE55-GRADE LUMBER AND ITS FASTENIN65'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. n AND ALL CONSULTANT DRAWIN195 AND REPORTS INCLUDING, 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3000 P51 AT 6EOTEGHNIGAL REPORT. 26 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: STUDS:CONSTRUCTION CRAVE SPRUCE-PINE-FIR,FG=1000 PSI,E=1500000 PSI, w Z Z W (D 2 E o. 2.ALL 516NIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COWRE551VE STRENGTH OF NOT LE55 THAN 4000 PSI AT 28 DAYS JOISTS/RAFTER5/BEAM5.SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400A00 P51 %' """ ? ,W m c THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400.000 PSI u �� ,� •� 0 W U 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL 5TUD5 SHALL BE AT LEAST 2x6®16'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL -:�;::�`�~ me 0 u' o 0 v STUDS ADJACENT TO STEEL GOLIRIMS SHALL 9E FASTENED TO FADE OF COLUMN WITH HILTI X41 POWDER DRIVEN - a m o c GUT-OUTS,UNDERGROUND(UTILITIES,PIERS,FOOTINGS,SLABS,AND FASTENERS 6 Ib'OG. 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 PERMIT R M IT SET V V r.z3. O 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 GUBIG YARDS.ONE CYLINDER SHALL BE BROKEN AT T DAYS,TWO TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE ME VMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF 57WS a CODE INFORMATION AND DES16N LOADS EXCEPT AS NOTED): AT EACH END,UNLE55 NOTED OTHERWISE. 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDIN6 CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 160 NAILS.NAIL RELATED ROE.A5GE-1-10 1.A CONCRETE MIX DE516N SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACINI6 SHALL BE IN 2 ROW5,SPACED 8'O.G.FROM BOTH SIDES STA66ERED 4'APART. CONCRETE USED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OFGENERAL��_ ®Y400D FLOOR LIVE LOADS: CONCRETE. b.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN65 SHALL HAVE NOT LE55 THAN ONE JACK STUD AND TWO FULL I.HOOD TRUSSES 5 SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: FE16HT 5TUD5 AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN66 SHALL HAVE NOT LESS THAN I.HOOD T USSESFSH SHALL THE DESIGNED PLATE INSTITUTE. PRIVATE ROOMS d GORRIDOR5 SERVING,THEM:40 P5F 8.ALL REINFORCING,BAR5 SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK ST05 AND ONE FULL HEIGHT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. PUBLIC ROOMS d CORRIDORS SERVING,THEM:100 P5F T ALL CONVENTIONAL LIk'BER ROOF RAFTERS SHALL HAVE A SIMPSON UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHAN61N6 WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANGHOR5 PER 9.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND c AND ROOF LOADS/FAGTOR5: ENGINEERING REVIEW.SHOP DRAWIN65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMPSON LSSU SKEWED AND/OR SLOPED HANSER5 AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL I251X20 TRU55 MANUFACTURERS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 PSF S BMITiIN6 TO ARCHITECT.SHOP DRAWING,SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, &A.R106E STRAPS(10 80 NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUB5TITUTIOW.GROUND SNOW LOAD(P(:30 P5F BENDS,DETAILS,ETC. 3.WOOD TRU55 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SIiOP FLAT ROOF SNOW LOAD(F'f):30 PSF 8.FLUSH FRAMING SHALL BE SUPPORTED BY J015t FW46ER5 DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED DRAWIN66 BEARING SEAL ANV 516NATURE OF THE DE516N PROFESSIONAL EN61N MR REGISTERED IN THE STATEOF NEW YORK SHOP DRAWINl65 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO LE55 THAN 2' SMIDW LOAD IMPORTANCE FACTOR(Is):ID 10.ALL AN 2'ORCIN6 BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN NO CASE SHALL THEY BE 11BER 5UBMITTIN6 TO ARCHITECT.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; � r EXPOSURE FACTOR(Ce):ID TRUSS OR 48xDIA. TRUSS DETAIL SHEETS SHOWING GONF6URATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MBMtBER THERMAL FACTOR(60:IA 9.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DES16NED TRU55ES UNDER ALL PARTITIONS RUNNING FORCES,CONNECTION PLATE SIZES,PERMANENT BRAGIN6 REQUIREMENTS,TRU55 CONNECTION HANGERS FOR 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLR REQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO FLUSH FRAMINI6,TEMPORARY BRACING,REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRU55 6EOTECHNIGAL FACTORS: PARTITIONS. FR05T DEPTH:3'-b' 12.ALL HELPED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY DE516t�,ETC. ASSUMED SOIL BEARIN6 CAPACITY:SEE'FOUNDATION NOTES'IT 15 ASSUMED THAT WIRED TOGETHER 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55ORE TREATED WITH PRESERVATIVE. 4.TRL65 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING,CODE AND ALL THE SOILS SUPPORTING THI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL PRANIN66 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT 11.EXTERIOR WALL SHEATHING,SHALL BE MINIMUM 15/32 APA STRUGTURAL I RATED SHEATHING.in HUBER'ZIP'SYSTEM 15 FURTHER REQUIREMENTS INGLIAED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOC*4ENT5.ADDITIONAL PROPOSED BUILDING,(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE-516N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL OUTS. NOTLEPERMITTED, N 6' INSULATED PANELS ARE S.ALL ALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING,FROM OTHER FRAMING Fe BERS, Z NOT LE55 THAN b'O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL EDGES MUST BE BLOCKED AND NAILED SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,6ENERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUIRB�ITS FOR DRAINAGE,ETC.TRU55 M16MM SHALL GAREIIUY OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL ENGINEER TO A COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS COORDINATE ALL LOADS DUE TO MEGHlANICAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED 0 AND LOCAL A6194GIE5. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO TUB5,940HER UNITS,WITH THE 6L,ARCHITEGT,AND MECHANICAL DESIGN. TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO N VERIFY THESE ASSUMPTIONS AND PROVIDE A 6E0TEGHHNICAL ENGINEERING REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 5/4'TONGUE d GROOVE APA STRUGTURAL I RATED SHEATHING EXPOSURE I LINLE56 LU PROCEDURES AND 6JIVELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING,CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING FRAMING,WITH INDUSTRY STANDARD SUB-FLOOR 5.DEAD LOB: HIND FAG?ORS: ROOF TRU55 TOP CHORD DEAD LOAD:10 PSF RISK CATEGORY:II REINFORCED CONCRETE AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS®b°O.G. ROOF TRUSS BOTTOM GHIORD DEAD LOAD:10 PSF AND AGI-305/306 GUIDES FOR HOT/GOLD WEATHER CONCRETIN6. BA51C WIND SPEED(V):130 MPH 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM 'Td6 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSS TOP CHORD DEAD LOAD:15 P5F O EXPOSURE CATEGORY:B FLOOR TRL65 BOTTOM CHORD DEAD LOAD:10 P5F TOP06RAPHIC FACTOR(KA):IA 16.6G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXP05W SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING,FRAMING SHALL BE MINIKTH 5/6'Td6 APA STRUCTURAL I RATED CV ENCLOSURE CLASSIFICATION:ENCLOSED 6.TRU55 DC-516NER SHALL D1516NN,MANIFAGTURE,AND FURNISH ALL FLOOR TRI155E5 WHICH MEET A LIVE LOAD INTERNAL PRESSURE COIF h 30.18(ENCLOSED BLOW PRODUCE THE DESIRED ARCHITECTURAL FINISH. (5L.SHALL COORDINATE THE CONCRETE MIX DE516N(I.E.SELF SHEATHING. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TRU55E5 H41GH MEET A TOTAL LOAD DEFLECTION CRITERIA OF 0 CON50LIDATIN6 CONCRETE),REBAR PLACEMENT,AND WTH005 OF VIBRATION TO PRODUCE A FULLY CV SALIENT CORNER DISTANCE:b-0' �4 11360 UW E55 SF GIFIGALLY APPROVED OTHERWISE. CONSOLIDATED CONCRETE POUR FRIG OF VOIDS AND/OR'HONEY-GOMBIN6'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING,FRAMING SHALL BE NAILED WITH Bid NAILS NOT ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL ED6E5.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48'OF T•HOOD TRU55 ERECTOR SHALL BE RESPON51BL.E FOR DE516N AND INSTALLATION OF ALL TEMPORARY W � GOME'ONENT5 AND GLADDIN46:UNFAGTORED WIND LOADS Il.6ENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLAGEMENT,CONCRETE MIX RID6E5,HIPS,RAKES,AND EAVES. ERECTION BRAGIN6. H ♦" ZONES I,2 d 3 ROOF WIND PRESSURES DESIGN,AND GONGI E PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONGRE I DISTRIBUTION O ON, AREA TRIB AR ZONE I(FIELD) ZONE 2(ED60 ZONE 3(CORNER) THROU6H0UT.ALL PREGAUTION5,SHALL BE TAKEN TO AVOID'HONEYCOMBING SH 'AND VOIDS IN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING,MEMBERS SHALL BE THREE LAYER5 OF#"APA RATED PLYWOOD 8.TRUSS SPACING,SHOWN IN STRUCTURAL EN6INEERINI6 PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 PSF 35b PSF 35b P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-5TA61N6 CONCRETE VIBRATORS IN GON6E5TED AREAS,MODIFIED SHEATHINl6 WITH END AND SIDE JOINTS STA66ERED BETWEEN SUCCESSIVE LAYERS.EACH LAYER OF SHEATHING, CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAWINI55 FOR ACTUAL TRUSS LAYOUT AND SPACING Z 20 SF 28.q P5F 34D PSF 34D PSF CONCRETE MIX DE516N5 TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE 5lUPPORTIN6 FRAMING WITH 8d RINK-SHANK NAILS 0 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 50 SF 26b P5F 32D PSF 32D P5F CONTRACTORS DISCRETION. STA96ERED BETWEEN NAILS FROM SUGGE551VE LAYERS. 100 SF 252 PSF 30.4 PSF 30.4 PSF 15.CONCRETE VOIDS AND EXCESSIVE"HONEY-COMBING,"SHALL BE DOCUMENTED AND REPORTED TO THE Hie E Il.SOLID BLOGKIFI6 SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL ED6E5 IN �-- ZONES 4 d 5 WALL WIND PRE59 RES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PAR61N6,DRY-PACKINI6,AND ALL GIRG11M5TANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING,DOES NOT PROVIDE SUBSTRATE FOR LU TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL E06E SUPPORT AND FASTENIN C7. 2: 2:10 SF 33D PSF 40.1 PSF SISNIFIGANT VOIDS. W 20 5F 31b PSF 38D P5F 18.EN6INEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z Q Z 50 SF 29.8 FSF 543 PSF 5TRUGTURAL STEEL NOTE`" DRAWINGS FOR ALL ENSI EERED LUMBER AND 1-JOISTS.SHOP DRANIN65 SHALL INCLUDE BUT ARE NOT LIMITED 100 SF 28.4 P5F 31b PSF I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISC SPEGIFIGATION5 AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILIN6 PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, L 500 SF 252 PSF 252 PSF LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRID61N6,AND SQUASH BLOCKS. 0- Iq.LAMINATED VENEER LHBER(LVL),LAMINATED STRAND LUMBER HLSL.),AND PARALLEL STRAND LUMBER(ESL)SHALL N Q � F OUNDATION NOTE-5: LU CHANNELS, ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL BE A5TM A992 FY=50 KSI.BASE PLATES, � J tii CHANNELS,ANGLES,AND MISC.STRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 KSI.ALL SQUARE AND BE VERSA-LAM BY BOISE CA56ADE OR EQUAL. LU U Q RECTANGULAR HOLLOW STRUCTURAL SECTIONS(HS5)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 KSI. H I.ALL SOIL CONTAINING,ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING,MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,Fr,=150 CLEARED FROM THE BUILDING FOOTPRINT. 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND P51 Fr,=3000 PSI,FV= 285 PSI,E=2,000000 PSI 2.ALL SOIL SUPPORTED FOOTIN66 SHALL BE FOUNDED UPON COMPACTED NATURAL A307. SUB6RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING,CAPACITY OF 21.P5L COLUMN6/PO5T5 SHALL HAVE THE FOLLOWING,MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=7_50 AT LEAST 3000 NSF.6C SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4.ALLBOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4'DIAMETER PSI FG=3000 PSI,FV= 285 PSI,E=I JOOp00 P51 �[ HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.0.SHALL BE RESPONSIBLE FOR GONSTRUGTIN6 THIS BUILDING,AND SURROUNDING,SITE/5UB6RADE 22.LVLS AND PSLS SHALL BE FREE OF FI JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL O IN STRICT ACCORDANCE WITH THIS REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE EIOXX NGER LENGTH OF THE MEMBER. 6.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AW5'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF ASTM D-255q-1b. FOOTING ELEVATION AND COVERED W 3.BEDROCK/LEDGE SHALL BE WITH A A LAYER OF COMPACTED GRAVEL.A MINIMUM OF 4'BELOW BOTTOM OF AND CAS WELDING IN BUILDING,CONSTRUCTION',LATEST EDITION. 24.ALL 5IMP50N CONNECTORS(HAN6ER5,STRAPS,UPLIFT CONNECTORS,P05T GAPS,ECT)SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING,LAB ON T NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING,A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. EACH TYPE OF SOIL TO BE COMPACTED. OF I0p00 POUNDS UNLESS NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRE55LIRE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LE55 THAN q5%OF MAXIMUM DRY DEN5ITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF I/4°UNLESS NOTED OTHEitY415E. PRESERVATIVE TREATMENT USED. ASTM 01551 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH. q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE S ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE J O 6.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB o TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE COATING,CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. ARCHITEC OT OF RECORD. 10.AN TNT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AID TESTING.THE STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING, 27.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMP50N PG/EPG L- • I.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 480 LON6 NNLE55 OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE ca �- EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST. FASTEN STRAPS WITH Minn IL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURE5 AND IOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. 8.SEE PLUMBING,AND ELECTRICAL DRAHIN65 FOR UNDER FLOOR SYSTEMS A SPECIALSEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. AND GRANULAR FILL MATERIAL REQUIREMENTS. 28.ALL GEILIN6 FRAMING(INCLUDING,TRIJr-f BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,L005E :� � LO MILL SCALE AND OTHER FOREI6N MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING ^' 9.NO FOOTIN66 OR SLABS SHALL BE POURED INTO OR A6,AIN5T 5UBSRADE CONTAINING FRAMING,WITH ARCHITECT OF RECORD. `�1 FREE WATER OR ICE. ARCHITECTURAL DRAWING AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. 13.PROVIDE d INSTALL 'FULLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING d POINT 29.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL DE W 0 10.ALL SLAB5-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE CONTINUOUS 2X8 CLEAT FASTENED THROUGH SHEATHING,AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING N GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER ®COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOT OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE#10 DECKING,SCREW W36RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTEGHNIGAL ENGINEERS THROU6H TOP OF RAFTER, 'a OF REGORD. 14.GUTS,HOLES,OPENIN65,ETC.REQUIRED IN STRUCTURAL STEEL.MEMBERS FOR THE WORK OF OTHER TRADES J SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNIN C7 OF o 11.FORCES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE HOLES OR CUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN � ���AND INSTALL HORIZONTAL ENE PLYWOOD PANEL F ALL UP ON FL PRE-ENGINEERED WOOD RIM'O.C. DE516N OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERM155ION FROM THE STRUCTURAL ENGINEER OF RECORD. THIS PLYWOOD TIE PANEL SHALL BE L S ALL TO THE BOTTOM H ALL UPPER FLOOR STUDS WITH U NAILS HO O.G. W GENERAL GOt4TRAGTOR/OWNER TO CONFIRM WITH A GEOTEGHNIGAL ENGINEER,CIVIL (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-B461NE£R®WOOD RIM TRU55 TOP CHORDS, ��✓ ENGINEER,OR OTHER QUALIFIED DE-516N PROFE95IONAL TO ENSURE HYDROSTATIC 15.GENERAL CONTRACTOR SHALL.SUBMIT SHOP PRAHIN66 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/bid NAILS o 6'OG.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS o 9 FORGES DO NOT EXIST. AND EN&INEERIN6 REVIEW.SHOP DRAHIN66 SHALL BE REVIEWED AND APPROVED BY THE 6ENERAL b'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER ' CONTRACTOR PRIOR TO SUBMITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS®b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 12.ALL DAMP-PROOFIN6,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,GUTS,STIFFENERS,GONNJ£GTION5,DETAILS,ANCHOR BOLTS,LEVELING,PLATES,EMBEDDED 8d NAILS 6 6'O.G.•'EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK o RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING,AID JACK) V) M a z 0 0 z U e C • C H 0 ti ti 5 U ix C ti U C C L a r 0 CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineenng-Design 217 Black Po nt Lane ALL DECK BEAMS SHALL BE I I I c�Camera/O'Neill E Portsmouth, Rlo 872 FASTENED TO POSTS TO RESIST 8.2983 UPLIFT WITH SIMP50N COIL STRAPS,SEE DETAIL of NEW 1, PROVIDE SIMPSON PC&Z COLUMN GAP AT ALL DECK P05T5 �P V. PROVIDE SIMP50N H25A UPLIFT ANCHORS AT EA.END I 1! q ,p ,p OF ALL DECK JOISTS,TYP. .or.oT b �110 � �- - bi ZZW cg Eo 6 t5 UA ab O g�+sgr Q�. Q�Qd' PROVIDE d INSTALL SIMPSON y—> >S c a P.T.TRIPLE 2x12 BEAM(FLI15Hq AW"STANDOFF BASE d FASTEN c W V a .0 z PDX FASTEN SHEATHING AND INTOTOTHREADED�ANGHOR RODI(�6 o o a F) STUDS/RIM W/Ys'x4'LONG I EMBEDS I O — a m SIMPSON sDwS sGREWs AT 16' 15 12 K PERMIT SET u I,Z 0 O.G. IST O I O. g� 51.1 Y Y PRE-ENGINEERED rt } b a IDE I A ry F P.T.2x1ENED {2 LE[?6ER OR DOUBLE 16RDER TR11�V1_ d"ry Q Q Q(�� B VY IS TYP cV SHEATHING AND INTO RIM I BEAM PROVIDE i'x4'xIO"STEEL BEARING I Q JIMp JOIST/WALL STUDS W/(2))4 PLATE SET ON 'BED OF NOWSHRINK petomQ x 4'LONG.SIMP50N SPH5• GROUT.FASTEN BEARING PLATES TO r III I6'O.G. GONG.FDK WALLS W/(2)J'VIA. 10 III ►( k ~ EPDXIED THREADED ANCHOR R005 W/ — III \Y > D 4'EMBED. I I ——— ——— __Jt� WRA �T lil 1�1 ICI FA TEN BOTTOM FLANGE i i i 5 iii PLATES IN(2)J'DIA.LAC, I I lil lil III I+I III lil 111 lil I I 1�1 HAN6ER5 PER TRUSS HANGERS PER TRU55 I I I iii I z I iii Sp2 iii 50.2 V III ICI O iii p iii w L Of 2x NAILER SHALL BE RIPPED I i I 2x NAILER SHALL BE RIPPED TO MATCH BEAM FLANGE WIDTH ie x~iil TO BEAM FLANGE WIDTH I I e x~iil "0 Fftfflev To TOP FLANGE WITH 'DIA.THRU iii FLANGE WITH 'DIA.THRU AND COUNTERSUNK AND COUNTERSUNK p iii O O O l i I FASTEN BOTTOM FLANGE e Z `D iii FASTEN BOTTOM FLANGE 3 7 I I ` TRUSS DESIGNER NOTE: BOOST PLATES W/(2)�'DIA.LAG TRUSS DESIGNER NOTE: � T i i PLATES W/(2)is DIA.LA6 I L PLO-SIN6 LINE LOCATION, PLUMBINS LINE LOCATION, 2x6 O 16'O.G. C j TRU55 DES16NERR 115I RESPONSIBLE FOR RF •IS I 5PECIFYING ALL CONNECTION AND UPLIFT I �'qD — OR DOUBLE Ilb 'L.VL.BEAM T NP 104, HARDWARE.TRUSSES SHALL BE OR DOUBLE II 'L. L.BEAM T TYP I O -- E DE-516NW TO MEET ALL BEAMS REQUIREMENTS.APPROACHES TO TRUSS OR DOUBLE 11 AW ACHIEVE REQUIRED BEARING INCLUDE, J Z BUT ARE NOT LIMITED TO,BEARING TRUSS OR DOUBLE 11.6T5' N O 1�b ENGHANGERS,ADDITIONAL TRUSS PLIES, 6 Z H Q Z DIFFERENT MATERIALS,ETC &IRCM O N INDICATES ADD'L LOADS I SEE GENERAL NOTES FOR ADDITIONAL I INDICATES ADD'L LOADS REQUIREMENTS/II�ORMATION ' r �T OR DOUBLE 16'L.VL. OST OR DOUBLE 16"L.VL. LLI� LL LU 1.9k tUi> 0 1.9k �o I I I --- 51M 51M { 5 5 O I SO.I I I 50.1 — I PROVIDE d INSTALL PROVIDE d INSTALL BEAM POCKET AND P.T. BEAM POCKET AND P.T. BEARING PLATE TO —7. AC.CXX+iODATE BEAM. — BEARING PLATE TO W PROTECT UNTREATED ACCOMMODATE BEAM. 51M LUMBER WITH BUILDING PROTECT UNTREATED 7 SIM � LUMBER WITH BUILDING c L FELT 3 6 I FELT 502 50.I 50.2 50.1 � � o _ O PROVIDE d INSTALL RE-ENGINEERED PROVIDE dINSTALLJJIR -g�I►�REp BEAM POCKET AND P.T. IRDER TRUSS OR BEAM POCKET AND P.T. DER TRUSS ORBEARINS PLATE TO v. IMAM— j • ca ACCOMMODATE BEAM. I I BEARING PLATE TO a o PROTECT UNTREATED ACCOMMODATE BEAM. I O LUMBER WITH BUILDING LUMBER WIT PROTECT UNTREATED FELT _ O I FELT O �_ Lo N 1 e 50 2 Z ON. ti N 6 � J 8 t I SO.I I I t W ----------------- ----------------------- z � z to i � 7 �_ 2 50.1 SO.I M I 1O I I �10 50.1 50.1 z u E)FIR5T FLOOR FRAMIN6-WALK OUT BA5EMENT FIR5T FLOOR FRAMING-E&RE55 WINDOW c 0 SCALE:I/4"=1'-0" A SCALE:I/4"=1'-O' s PLAN NOTES: PLAN NOTE-5 GONT.: c • c I. #J-*K JACK AND KING STUD5 SHALL BE SAME DIMEN51ONAL STUD LUMBER AS ADJACENT STUDS.(W.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MENBER5 SHALL BE GANGED TOGETHER IN AGC.ORDANGE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADM REQUIREMENTS AND PREVAILING STATE BUILDING CODE. m wy� 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES SIMPSON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. c SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND GUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)V THICK'SPRINGFIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, z AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL a' 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL_CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING 0 END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 15. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL ~ 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' N 1. ALL FULL-HEIGHT COLUMNS WHICH PASS THROUGH FLOOR OR GEILIN6 FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN65 PRIOR TO WN15TRUGTION. E TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIREGTION5. 14. ALL TRIM,SOFFITS,RAKES EAVE5 BRACKETS,GUTTERS,CORBELS,BUILD-OUTS PAD-OUT5,AND ALL OTHER APPLIED `c 6. 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 W1TH THE a CRIPPLE STUDS,'SQUASH BLOCKS",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. o h G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering.Design 217 Black Portrt lane Camera/O'Neill Portsmouth,RI 02872 Co,-wunq ErV mm• 40L579,2983 �pF NEW}- �P'� V 'a F� 6.HB.,C ORD. 0 1, - E tt.' Z Z W m 0 O' APA RATED HALL SHEATHING, 2 W o w 'c Co U% SEE GENERAL NOTES. W/ARCH L u 1` w-> 08 c v: `..�y��-� l C W C) a °tom 51N6LE 2xb SOLE PLATE ":qlv�`''' p o 0 to p o a m p z 2xb HOOD STUDS®16'O.G. PERMIT SET " u Z 6 i'T46 PLYWOOD 5UB-FLOOR. };u- PROVIDE AND INSTALL TRIPLE 2xb STUB P05T/50ASH BLOCK MOT � 5HOPO BELOH ALL JAMB AND Qv P05T LOGATION5 ABOVE. -v PRE-ENGINEERED DOUBLE 2xb WOOD FLOOR TOP PLATE,TYP. USES,SEE PLANS PROVIDE 2x DIA6. BRA6I1`46 0 48"O.G. N Z C)5ECTION THROIK�I i EXTERIOR WALL-PARALLEL FRAMING O SCALE:3/4°=1'-0" w 0 0 APA RATED WALL 5HEATHIN6, G.W.B.,GOORD. -C SEE 6EAERAL NOTES. W/ARGH'L Q` N SINGLE 2xb J SOLE PLATE � " �2xb HOOD STUDS a Ib O.G. oZ o o E °T46 PLYWOOD Z � PROVIDE GONTINUOV�S 2x4 SUB-FLOOR. w 'RIBBON'FASTENED TO EA. LE Z in Q Z oW/FLOOR TRU55 12d NAILS O w- � lLu w PROVIDE AND INSTALL TRIPLE 2xb w tTi STUB PO5T/5WA5H BLOCK MOT U Q 6i in J SHOWBELOH ALL JAMB AND P05T w U Q LOGATION5 ABOVE. =---------- N WOOD FLOOR DOUBLE 2xb TTRU55E5,5EE PLANS TOP PLATE,TYP. 0 3 ^` W U 7 2 SECTION THROUGH EXTERIOR WALL Z -PERPENDICULAR FRAMING ° SCALE:3/4"=1'-0" • ° _ 0 0 I"APA RATED Td 6 ° Q�. PLYWOOD 5HEATHINC LAP 5HEATHIN6 ^` l 12'-0"MINI" Lo 1'-0"MAX 0%. 7 N U Z , • a N 0 e� 2x LADDER FRAMED RAKE c J PRE-ENGINEERED APA 5TRUGTURAL I RATED WOOD ROOF x EXTERIOR PLYWOOD TRUE • SHEATHING.SHEATHING SHALL PRE-EN61 EXTEND TO TOP OF CABLE HOOD 6A5LE z END TRU55 END ROOF N 1 TRU55 SEE ARCH.FOR � EXTERIOR FINISHES,TYP. 0 M c / 3 RAKE LADDER FRAME DETAIL AT TRZH5 56ALE:3/4'=1'-O" z C C m G W m U S • k C W m ti 2 C C U a C C V Q 0 c CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design I u7 Black Point Lane LA2 E}2 FRAMED RAKES NOTE Ne Camera/O'Neill Portsmouth,RI oven LADDER FRAP'1£D RAKES ARE NOT SHOWN I I Co o�Iu"q ENe 4os-S78•2983 wo FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION DE5IONER NOTE ,<<G of NEwr TRUSS DESIGNER 15 RESPONSIBLE FOR ,`P V. 9 SPECIFYING ALL CONNECTION AND CO �F UPLIFT HARDWARE.TRL6 ES SHALL BE I I �►: n p DE516NED TO MEET ALL BEARING R-QUIRB-1ENT5.APPROAGHE5 TO w Z Z&U a) 0 gg o ACHIEVE REQUIRED BEARING INCLUDE, c'. ";,. = W F2 O c c3 BUT ARE NOT LIMITED TO,BEARING PROVIDE DOUBLE ROW DOUBLE JOISTS SHALL �.`�`'`'6` y G tyu U S :o GONT 2xb LPD6ER EI�HAI�ERS,ADDITIONAL TRU55 Q- +� OF FULL DEPTH SOLID BE CENTERED BELOW rimer BLOCKING DIRECTLY JACK STUDS ABOVE PLIES,DIFFERENT MATERIALS,ETC r� ��W c m FASTENED TARDIER SEE 6ENERAL NOTES FOR ADDITIONAL I _q�:. o t C o BELOW WALL ABOVE SHEA IN6 AND INTO BEAM W/ REGUIREMENTS/INFORMATION I •- O PERMIT SET " = r,3 TAPERED 2xb ROOF Y4 z 5IMP50N 505 5CREW5 �i� JOISTS 6 Ib°O.G. ®Ib'O.C.STAGGERED V ,�z o (FLUSH BOTTOM)(MIN. Y Y Qv b'DEPTH RBIAINN6J �� b PROVIDE!TRH.{BLOCKING T '5 ai 'S �` + BLOCKING, oc U PROVIDE 2x SLEEPERS IN I �� �� }�E- Q Q I Q�Q� BLOC IK N6 EA.�SIDE ALL RID INSTALL GES, 5>�NOTE AREA SHOWN HATCHED A5 = _ __P�. VALLEYS t HIPS AND AT ALL EAVES REOV TO ACCOMMODATE TR 2 I 2xb TRI b - __ _ - - - _ _ == == _ = TO S SORT AND FASTEN SHEATHING ' ,PROP05M FLOOR PANEL ED6E5.SEE 6EINERAL NOTES ELEVATION.COORD.Wl ARGHL DRAWINGS IIISEFd EA El e F FIRST RAPIER!FIRST TRUSS TRIPLE TRIPU 2xb TRIPLE 2xb PLE b TR 2xb TRI 2x6 ?k4 I �� +b FASTEN FIRST THROUSH IHEADI R HEM ER oSTirSHEATHING INTO WALL STUD5/TRUrU�{ MEMBERSW/Y4 x45/D 51MP50N 5DW TRIPLETRIPLE 2X6 TRIPLE 2xb SCREWS AT 16'D.G.STA66ERED PROVIDE SIMPSON LU526 MNLE55 OTHERWISE NOTED) FACE MOUNT HAWSERS AT PROVIDE SINGLE ALL JOISTS 23rb A IIB-15'L.V.L.RIM P05T DOWN TO TRIPLE LU52b-2 FACE I ABOVE EXTERIOR HANGERSMOUNT WALL BELOW I 2 PRE I PER TRUSS TR 6 4'O.G. I I I I tii 2 Z 0 I N > I LU _ J I • � I I m ' TRU55 I I BL IN6, ems. Q •+� L 11 NOTE O A�. 3 PER +�. O c� DESI TYP. ,� N g 2x lLER SHALL BE RIPPED--*,, PROVIDE AND INSTALL 4b°LONG,20 6A RDER �. F5� � SIMP50N COIL STRAP FROM ONE 51DE OF BEAM,SEE PLAN AND FASTENED TO TOP i POST,UP AND OVER THE TOP OF THE BEAM, p 4- ' AND DOWN THE OTHER SIDE.FILL ALL _ BOL a 24'O.G.STA56ERED ; AVAILABLE NAIL HOLES WITH IOd NAILS. AND CO NISRSIAIKU1LL P I p STOP MI E i j MIDDLE PLY SHORT STEEL B 6.G. DE INST rOTTOM OF POST SUM,5E�GENERAL NOTES TAP TION Ac REQUI _jLL_ Q I L.VL.PLIES SHALL BEAR DIRECTLY I SIMP50N PG OR EPG P05T GAP, I TAND IVENTDE EVE ON1 I 0 LL_ N a5T SEE 6ENERAL NOTES ROOF �2. 2: -+_ E O PRE-ENGINEERED 61RDER TRU55 P.T.P05T PRE 1 o p LL Z Q) SEE PLANS 6 •O.G. U p cn O r I 3 20 z Ocwde Q Z _ r I 61RDER TRU95 -4 _ �r I TYPICAL DEGK/PORGH BEAM STRAP DETAIL T f KI U L w �---TRU55 DE 516HER NOTE: -4 II TS' .V 2xObv"P"O`-T SCALE:3/4°=I'-O' KING, NOTE inQ l`_ NOTE at. W U Q PLUMBINe LINE LOCATION, 'I-'d N GOORD.I,V ARCHJ6.G. _ t�7 I I V.SK I xb TPJ 1.25' I 1 L 2x o`s• L.V.L.1 VI BEAM PROVIDE TRIPLE 2xb I ON 2xb HA RDWARE PERUK g� ELO PRE-ENGINEERED +6�, o I I 1YP. 6 D 6 IRDER ^^ � W WALL(SHOWN SHADED) �� J U TH15 WALL 15 THE PARTY o Z UNITSWALL E&MdM .ATTIC ACCESE TRU55 DIM IONS VARCHLOW636 I a +6 DOUBLE I I b15' F i BLd CKINS, NOTE o O 2x a b O.G.BEARINE7 _ 0 .p 2x4 016'O.G.BEARING �S 2 THIS WALL 15 THE PARTY r--- 50.2 PRE 1 , I^ • 4°O.G. `�' 2 N I Z 50.2 I N J I I I I 0 o TRIPLE 11815'L.L.HEADER DOUBLE IIb15'L.V.L. TRIPL 2xb 71UPLE2 5 IPLE m z N TR11-6 , c SEE NOTE I � ry ARCHITECTURAL (� EMBELLISHMENTS BY OTHERS. COORDINATE WITH o ARCHITECTURAL DRAWIN65 I I lz Ilk I I I c i✓ °c B SECOND FLOOR FRAMING SCALE: ROOF FRAMING 05CALE:I/4"=1'-O" PLAN NOTES: PLAN NOTES GONT.: e I. RJ-#K JACK AND KIN&STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(14.2J-2K MEANS 2 9. ALL t-tLTI-PLY WOOD AND/OR ENGINEERED M1Et- ERS SHALL BE&AN6ED T06ETHER IN ACCORDANCE WITH MA!kFAGTURER'S � FULL-HE16HT KIN6 STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. 'CIOtu612 10.ALL MULTI-PLY WOOD AND/OR ENGINEEREDM t- S SHALL BE 6AN6ED T06ETHER IN ACGORDANGE WITH MANUFAGTURER5 2. -�—�- -INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. o SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO 6EWRAL NOTES AND PREVAILING STATE BUILDING GORE FOR GONNECTION5 NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY GOLUMN'-ALL LALLY GOLUMN5 SHALL BE FILLED SOLID WITH GONCRETE.PROVIDE)"THICK'SPRIN6FIELD°GAP 12• MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL 6UIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE GLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLAN5,ALL FADERS 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 51N6LE JACK STUD&AN6ED TO A DOUBLE KIN6 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,SHELVE5,BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,SLA55,AND ALL b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,&EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADE5' t 1. ALL Ftk-L-HEIGHT COLUMNS WHICH PASS THROU&H FLOOR OR GEILIN6 FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO 00N5TRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKE5,EAVE5,BRACKETS,PUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED c b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE a` CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKIN6. ARCHITECT OF RECORD. 0 G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng,neenng-Design 217 Black Po nt Lane Caimera/O'Neill Portsmouth,RI 0:B7s wo CowAv:g Engmewi 40 i PS 2983 �oF NEW v Co _ w z z uj 0 or E R• W O% in a)C04 ='Sv H~ Q rn P .y t�W V C •0 Do OL 0 U = L m Y, v PERMIT SET U ^Z Q SWI SWI = _7 AT WALKOUT BASEMENT 00 OPTION,PROVIDE'STI' 00 STRAP HOLDOWNS IN LIEU OF'H2'HOLDOWN5 AT 10 FIRST FLOOR FRAMING `,� 5n 10 H2 H2 SWI SKI00 = SWI 10 00 00 00 00 N 10 Z 0 01 00 W ADJACENT00 1 ADJACENT UNIT UNIT 7 0 THIS 5HEARWALL 15 THE THIS SHEARWALL 15 THE � PARTY WALL BETWEEN UNITS PARTY WALL BETWEEN UNITS Q � J 01% t� 00 Q C O C oo Ql� 7- 0 Z 01 w N O o Q z 00 u J 01 W Q Q 00 to 00 H2 H2 00 SW3 00 O r10 oo 00 7W o Z m o o O _ 0o �1 o I �,��ENT 1 ADJACENT � 7 x �' u') =00 � CV O� a CV 00 00 s J 00 Et 00 00 00 00 00 a m •— z e o N = 2 5 C3 z v M C ` m c 0 m A FIRST FLOOR 5HEARWALL5 B BASEMENT 5HEARWALL5-WALKOUT BASEMENT OPTION SCALE'1/4"=P-O" SCALE:1/4"=I'-O' cc SHEARHAtLL 5GHEDULE 5HEARWALL PLYWOOD SHEETROGK WALL STUDS BLOCKING NAILING HOLDOWN NOTES: ID TAG FACE FACE ®PANEL EDSE5 0 EDGE57 PANEL EDSE5 i I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILT1 HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SINGLE 2x BLOCKED 8d®6°O.G. ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLOOWNS SHALL BE BANGED TOGETHER IN ACCORDANCE WITH BUILDIN6 CODE AND 6ENERAL NOTES. 5W2 NONE INNER 51N5LE 2x BLOCKED W6 SCREWS 6 4`O.G. 5. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWNS SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO SW3 EITHER BOTH SINGLE 2x BLOCKED 8d 0 6"O.G. BEAMS/BLOCKIN6 BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDER51DE OF FRAMING A5 REGUIRED.SEE TYPICAL 5HEARWALL DETAILS FOR FURTHER INFORMATION. 4. ALL DIMENSIONS,ELEVATIONS SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS HOLOOHN 5GHEDULE x SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR TO HOLDOWN THREADED z 5. PROVIDE AND INSTALL HORIZONTAL 4k(&PLYWOOD PANEL CENTERED ON THE PRE-EN6INEERED WOOD RIM TRU55.THI5 PLYWOOD TIE PANEL SHALL BE ID TAG SIMP50N HOLDOWN FA5TENER5 ROD EMBED.INTO a FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS 6 6'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE ON PLAN MODEL FASTENED TO: TO FRAMING DIAMETER CONCRETE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS 6 6'O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5D525 DOUBLE WALL STUD SDS SCREWS 5/5°VIA. 12° t WITH 8d NAILS 6 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HOU4-50525 DOUBLE WALL STUD SDS SCREWS 5/&"DIA. 12" u NAILS®6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS®6'OL.•'EXCEPTION:PLYWOOD PANEL SHALL STI GS-20x54°LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM BE FASTENED TO EVERY FULL HE16HT KING STUD AND.LACK 5TUD AT A!!WINDOW AND DOOR LOCATIONS WITH(15)8d NAIL5(5 EACH KING AND JACK) s. C O M 0 GAS FURNACE W'SPLIT AIR CONDITIONER SCHEDULE GENERAL NOTES: GENERAL NOTES: LABEL(ID) MAKE MODE14INDOOR UNITS) HP INPUT OUTPUT COIL VOLT PH AMPS FUSE MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES " 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOT THE BTUH BTUH MODEL OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALI.EQUIPMENT AND 9• BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR AI1'-I/CU-1 HELL N9MSE0401712A 1 2 40.000 39.000 115 1 8.3 15 EDM4X24LI7 1\XA624GKA 2.0 16 208'230 1 17.7 30 AMP SEE NOTE I ACCESSORIES ARE SHOW N APPROXMIATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. AHU-2ICU-2 HEIL N9MSE0401410A lit 40.000 39.000 115 1 6.8 15 EDM4X18L14 NXA618GKA 1.5 IG 208'230 1 11.8 20 AMP SEE NOTE I CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALI 10. ALL DUCTW'ORK ELBOW'S AA'D TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC Lu c NOTES:I.PROVIDE SPLIT SYSTEMS WITH HIGH LOW'PRESSURE SAFETIES.T11'VALVE.CONDENSATE NEUTRALIZER KITS.CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS. Z Z E ao PRESSURE DROP. , , ,�, j v 0,0 LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED 2.PROVIDE AUXILARl'DRAIN PA1�S w l9� c� U Q TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE I I THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE.AIR FLOWS LISTED H►- o o) FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS THE RANGE p uj U a M FOR PERMIT COSTS. .AIR DEVICE SCHEDULE oe p u+ o� a'Q EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANVED p o c 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES U = D 3 t HAVING JURISDICTION.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF NEW PORK STATE. STEEL OR STAINLESS STEEL DUCTWORK THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR U 0)SURFACE.BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. CD-1 HART&COOLEYA682M 12\i, 7"4 SEE PLANS 2-WAY CEILING SUPPLY DIFFUSER - me Z U 2020 RESIDENTIAL.CODE OF NEW YORK STATE.2020 BUILDING CODE OF NEW YORE:STATE.2020 Fi IA SURFACE. GAS CODE OF NEW PORK STATE.2020 ENERGI'CONSERVATION CODE OF NEW'1.ORLK STATE AND 2020 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINIMUM THICK METAI FG-I HART&COOLEY 421 1216 7"Q SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR FIRE CODE OF NEW YORK STATE. DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M1502 RR-1 HART&COOLEY 661 12x12 _ SEE PLANS WALL FJTURN GRILLE 3. THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 20091T`TERNATIONAL RESIDENTIAL CODE INSULATE DRYER RR-2 HART&COOLEY 661 14x24 _ SEE PLANS WALL RETURN GRILLE p+`"uF�NETS,%-,� EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION PROVIDE COMBUSTION AIR , ,`°''• �, 4� FULLY INFORM ITSELF OF.ALL CONDITIONS. RR-3 HART&COOLEY GG I 24x12 _ SEE PLANS CEILING RETURN GRILLE S '•n OPENINGS IF REQUIRED PER THE DRYER\fANUFACTt'RERS INSTALLATION INSTRUCTIONS AND t;P �'!��f�*s 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS F* S APPLICABLE CODE REQUIREMENTS. NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW'.SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING. •Y 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. c *' AND GENERAL,CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE PROVIDE S A 13 ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS. 3. V VOLUME DAMPERS BRANCH CONNECTIONS TO MAIN.BALANCE PER CFMS LISTED. s�•JIB ^-c s c 14 APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NFCK. c,'��-.,o PROJECT. `mot 4:•' G. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MANUALS AT THE CONCLUSION OF THE DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ' PROJECT. ABOVE THE FLOOR St ItFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. EXHAUST AND SUPPLY FAN SCHEDULE 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW TIRE 15 COORDINATF THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AW:AY FROM WINDOWS LABEL(ID)MAKE MODEL CFM S.P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES MANUFACTI ItERS RECOMMENDED CLEARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS HEAT SOURCES AND SUPPLYAIR DEVICES. EF-1 PANAS0N7C F'V-05-11\'KSl 80 (1.2" 120 1 0.16 - 4" SEE NOTE 1.2.3.4 FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS FIE SHALL NOTIFY THE ARCHITECT FOR A RESOLLITION HEF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - 12" SEE NOTE 1.2.3.4 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAI.LINED OR WRAPPED WITH SF-1 FAN TECH FG 12 EC 600 0.3" 120 1 - 12" SEE NOTE 5.6.7 INSULATION TO MEET CODF RFQ1IREMENTS.DUCTBOARD OPTIONAL.ROUND DUCTW'ORK TO BE NOTES:1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. N METAL W'R.APPED WITHH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCTWORK SHALL 2.PROVIDE WITH ANN'NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. Z BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL.BE LIMITED TO 14'MAXIMUM.ALL EXHAUST 3.INSUI ATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION. 0 4.PROVIDE WITH ALI,ACCESSORIES NECESSARY FOR A COMPI.FTE INSTALL ATION. N AND INTAKE DUCTWORK SFI.\LL BF METAL WRAPPED W7TFI INSULATION AND VAPOR BARRIER TO 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD > G.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER. Lu \FEET CODE REQUIREMENTS. lY 7.PROVIDE WITH CONTROI LER MOTORIZED DAMPER.FAN WITH EC MOTOR AN13 ALI-OTHER COMPONENTS TO MAKE A COMPLETE SYSTEI%I. NOMENCLATURE ELECTRIC WALL HEATER SCHEDULE LABEIAID) MAKE MODEL CFM HTR WATTS VOLTAGE PH AMPS NOTES -I}- UNDERCUT DOUR I" WH-I QMARK CW N'F1-1202 65 1.000 240 1 4.2 SEE NOTE CN NOTES:1.FURNISH W'LTFI INTEGRALTHT ERMOSTAT. 2.FURNISH WITFI DISCONNFCT. In] EXI iAUST FAN 3.PROVIDE WITH ALI.NECESSARY HARD WARF W 1- ® FLOOR OR CEILING SUPPLY DU FUSER O V Z J RETURN GRILLE Q Q L1J E Z MANUAL VOLUME DAMPER Z= o Z O 0 Q(U Z � = W MOTOR OPERATED ZONE DAMPER U WLIJ Q OTH IF RMOSTAT Q N 0 Z 0 O op CN Q _ I I z � N J N co z z W mo Ea°o W a, ]Q O'O L4 C co V c H r >0 [O. C W U Q F 4 Q W C U p O O ~ Q 0) U x r 3 U �Z Z5 U Q 7 vc NE, 7"4 7" 7" CD-1 75 CFM vi 74 p CD-1 4 75 CFM U-i 6x 12 1 ST FLOOR ZONE DAMPER V) CN RR-1 Z 10"O/_ONE 200 CFM Q O DAM}'ER T B C 16z12 7¢ O UUUC 4"0 EXH EF-1 I � UP LL- r+ 4"4 EX1 ST Z E AHU-1 7 LLJ - 7"0 FRESI i Z \ o I6x12 U AIR UP O Lu Z 12"0 BYPASS 12"0 RETURN 7"IiONEYWELL CD-I W W'/DAMPER UPO/A DAMPER 50 CFM U cm Q Q w U Q 0 N I IONF YWELL W8150 FRESH AIR CONTROLLER Z 0 O op CV Q 7 Lr) z � N J N E (`7 1 UNIT"A"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" CU-I 2.0 TON W of p y =1 C co V v y ;O0 �P G W U Q —O O C Q W C p CU-2 U = j 3 Q 1.5TON V ^Z U Q iduiu�u.unp 2 r FG-1 CD-1 135 CFM EF-1 65 CFM CD-1 CD-1 '-., 80 CFM 80 CFM • •`• " ti. 7„4 7"4 FG-I FG-1 135 CFM 135 CFM EF-I 7"4 vi Z O N ti 7 — W KITCHEN HOOD W/ x INLINE EXHAUST ¢ V) IN ATTIC.INTERLOCK 6"0 DOWN J5� Z O EXHAUST FAN WITI I MAKI 10"O UP Tl iRU �P N UP AIR FAN. ROOF Q� 7"0 FRESH AIR O CL 7"0 FRESH AIR UP 10"0 UP TI-IRU ROOF. 7 UP TRHU ROOF N INLINE 1•1001)EXH. 6"0 EXH UP FAN IN ATTIC CD-1 O 4"0 EXH DUCT (HEF-1) 65 CFM O J LL L 14xl4 FRESH 10"0 KITCHEN HOOD CD-1 7"0 FRESH AIR DN 7"4 FRESH AIR 7"4 Q O � EXHAUST UP 4"0 EXH DUCT AB FROM _ 12"0 RETURN RR-2 65 CFM ABOVE Z C DOWN 555 CFM TOI 0 II � MOM U � � SF-14 4 LU O 4"0 EXH DUCT DRYER r Z 06 DOWN BOX � O Z a w EF- ®FG-1 _ m w F— J F- 75 CFM CD I 7°4 s m w Q Q 7"4 FRESH AIR 7"0 FRESH AIR DN 55 CFM m LL N 14x 14 MAKE UP AIR GRILLE 00 6"0 FRESI i AIR RR-3 UP THRU ROOF 650 CFM � Z T f x O m N Q r-- _ I [0"HONEYWELL r— Y8150 SYSTEM& W8150 CONTROL ^` Lo PROVIDE ACCESS rl N FOR SERVICE. FG-1 75 CFM 7"4 N cme--- q 7.•4 WH-1 CD-1 CD-1 E 120 CFM 120 CFM V) 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN -2 SCALE:1/4"=1'-0" -2 SCALE:1/4"=1'-0" ZZ W NO E0' co W 010 C M U V H >CVO p. W V Q E oc0 W C+ aO 0 ~ Q V U V Z p oc U Q �auiu�u�pn aN � �4j�i F N Z O N W O CN Z p 10"0 HOOD EXI I 10"0 BATH EXH 7"0 FRFSH AIR INTAKE� < N J W/CURB&CAP TERMINATE W/ ROOF CAP TERMINATE W/ROOF CAP a" LL 600 CFM INTAKI=CURB AND CAP O 0--4"DRY VENT O O C Q II N NOTF ALL ROOFTOP PENETRATIONS U 1 SHALL BF TI IROUGH FLAT ROOF AREA Z Z \ O Q Z CL = W U I-- w W U o N 0 O--GAS FURNACE 6"0 FRESH AIR INTAKE CONCENTRIC VENT TERMINATE W/ROOF CAI' Z O 0 op N _ 1 1 z c: N N r-- E V) (`7 1 UNIT"A"ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 AMPS 200 LINEAR STRIP LIGHT I fD WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE M L O �� MOUNT 48"MAX AFF 0 WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE 1/3 MOUNT T-0"AFF L) SINGLE POLE WALL MOUNTED SWITCH VOLTAGE 120/240 MOUNT 48"MAX AFF U N O Z Z W °' A I C 22,000 u, �-V o Q�3 THREE WAY WALL MOUNTED SWITCH y O C N u +P MOUNT 48"MAX AFF U N O r-y►- >o10 _ Q 4 FOUR WAY WALL MOUNTED SWITCH "�V `P MOUNT 48 MAX AFF U N O CIR TRIP NO NO TRIP CIR oe G� o p p o NO AREA SERVED AMPS A W G POLES POLES A W G AMPS AREA SERVED NO O 120v,MULTI-STATION SMOKE ALARM U = L 3 O WITH 9VDC BATTERY BACKUP U 1 LIGHTING BSMT(FINISHED) 20 #12 1 1 #12 20 LIGHTING BSMT(UNFINISHEDIUTILITY) 2 ^z U co 12a,MULTI-STATION CARBON MOXIDE ALARM RECEPTACLES BSMT(FINISHED) AFCI AFC' RECEPTACLES BSMT(UNFINISHED/UTILITY) WITH 9VDC BATTERY BACKUP EP RECEPTACLES MEDIA PANELS(BSMT) #12 1 20 20 RECEPTACLES BSMT BATHROOM ELECTRIC POWER PANEL 3 AFCI 1 #12 AFCI DEDICATED GFI(1) 4 IMP +4a'iuwNr,� NEC O MEDIA(TEL OR CAN)PANEL LIGHTING STAIRS MUDROOM(1st),BATHROOM(1st), 20 20 RECEPTACLES 1st FLR BATHROOM r,�;` .-~"'•w..,`'s= 5 #12 1 1 #12 6 J❑ FOYER(1st)HALL I2nd)DEN(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) JUNCTION BOX 7 LIGHTING GARAGE 20 #12 1 1 #12 20 RECEPTACLES ENTRY,FOYER 8 DUPLEX RECEPTACLE,MOUNT 18 AFF U N O RECEPTACLES GARAGE GFI(2)&GDO AFCI AFCI MUDROOM&EXT GFI(1) DUPLEX RECEPTACLE ONE SIDE SWITCHED MOUNT 18"AFF U N O LIGHTING LIVING,KITCHEN,DINING 20 20 LIGHTING W M ROOM 9 RECEPTACLES LIVING,FP,DINING AFCI #12 1 1 #12 AFCI RECEPTACLES W M ROOM&EXT GFI i 1 10 '� + GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U N O Q� DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 RECEPTACLES KITCHEN COUNTER 20 AFCI #12 1 1 #12 20 AFCI RECEPTACLES KITCHEN COUNTER 12 a TV TELEVISION OUTLET,PROVIDE WITH RGS CABLE TO 20 20 MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES REFRIGERATOR 14 a TEL TELEPHONE OUTLET.PROVIDE WITH CAT5E CABLE TO MEDIA PANEL FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING RANGE HOOD 15 RECEPTACLES DW&GD(OPTIONAL) AFCI #12 1 1 012 AFCI RECEPTACLES RANGE 16 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING XXX ELECTRICAL SERVICE.REFERENCE MECHANICAL AND OR PLUMBING N Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING REAR PATIO 20 20 RECEPTACLES LAUNDRY,HALL(2nd) Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES REAR PATIO GFI,1 1 AFCI #12 1 1 #12 AFCI DEN(2nd OPTIONAL) 18 O C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER j LIGHTING M BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES M BATHROOM Lu 12"MAX BELOW COUNTER KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 RECEPTACLES M BEDROOM&M BATHROOM AFCI #12 1 1 #12 AFC. DEDICATED GFI(2) 20 GFP INDICATES GROUND FAULT PROTECTED 21 LIGHTING BEDROOM#2 CLOSET&BATHROOM(2nd) 20 20 LIGHTING BEDROOM#3 CLOSET 22 P W INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES BEDROOM#2 AFCI #12 1 #12 AFC! RECEPTACLES BEDROOM#3 GD INDICATES GARBAGE DISPOSAL ( LL C O 23 RECEPTACLES BATHROOM 2nd) 20 #12 1 1 #12 20 RECEPTACLES DEDICATED WASHER&DRYER 24 �— Q O DW INDICATES DISHWASHER DEDICATED GFI(2) AFCI AFC!R INDICATES RANGE O�/ N REF INDICATES REFRIGERATOR 25 LIGHTING ATTIC 20 #12 1 26 Z(11 z HD INDICATES RANGE HOOD RECEPTACLES HEF-1&SF-1(ATTIC) AFCI #6 50 �< } DUCT HEATER(ATTIC) FUTURE MAKEUP/SUPPLY � FP INDICATES FIREPLACE 27 L 28 z D INDICATES DRYER WH-1 WALL HEATER 20 #1� "' L1J W INDICATES WASHER /I�Q N (W M ROOM) -0GDO INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING. 29 CU-1 30 LLu Z OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH #8 40 OUTDOOR AC Q LL E SIDE OF INTERIOR DOOR CONDENSING UNIT J(� Z a)31 HWH-1 32 Q J O O GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #1 C Z U Z (BSMT UTILITY) 0—Q Z 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING,FIRE,FUEL GAS AND ENERGY 33 CU-2 ►— CONSERVATION CODES OF NEW YORK STATE 2020 NATIONAL ELECTRIC CODE AND ALL APPLICABLE 2 #12 20 OUTDOOR AC 1 LLJ Lu CONDENSING UNIT w U= L ~ LOCAL CODES AND/OR AMENDMENTS 35 AHU-1 GAS FURNACE(BSMT UTILITY #14 36 U Lu Q Q Lu I 0 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED 0 W� N 37 AHU-2 GAS FURNACE(ATTIC) 15 #14 � 1 #12 20 MAKE-UP AIR CONTROL PANEL 38 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE. PHASE AND CIRCUIT NUMBERS 4 ALL SERVICE AND FEEDER CABLE TO BE 60OV,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED 39 SEA SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 SPARE 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS O 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT c GROUNDING N TYPE 3R MODULAR METER STACKw,BREAKERS a)` TERMINAL SERVICE BOXES (3)120,240.200A,1 P.3W W r- 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG PANEL I WIRED PRIOR TO WIRING OR ROUGHING IN PER SERVICE PROVIDER TERMINAL BOX 120/240,200A 1P 3W REQUIREMENTS7 120/240 V O M L O,TYPE 1 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE 400 A ^^,, 1-P,3-W UNIT'C2' Lo AND AMPERE RATING TO SUIT EACH FUNCTION Z N W (1)2"CONDUIT 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL O WITH(3)#3/0 CU RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10 OOO AMPERES RMS.U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT'A' N 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND W MP-CATV MP-TEL UNIT A CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL ED 0 SERVICE GROUND UNIT'Cl' '— 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES TRANSFORMER E 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE _ 0 CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT 12)2"CONDUIT WITH(3)#3/0 CU EACH (� -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN 1!3-12"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 OF#3/0 SERVICE, TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED -OR- APPLIANCE RECEPTACLES.AND RECEPTACLES LOCATED WITHIN CABINETS I #Yc CU GROUND(IF#600 SERVICE) = TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL CONDUIT WITH #6 CU GROUND TO "C 1OND DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1 CAT5E OND CABLE 3/4"x8'GROUND ROD SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC IMC EMT.MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT ALL F'RE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES Z Z W E O• 2 W N O O co y = C co U v in ;0 [P C W V Q M O OC Q W O 00 O _ H _ Q _ �a m U d U V Z oe U Q '%'05:NNhI F t s It�t�, •i t a i 'rr rr.r• o(' ZS Z5 a \ TV D I FINISHED Z BASEMENT O I > I w o- a TEL (� nn � C) / Q CN C eull wA\ 0 MAKE-UP AIR MP-TEL EF \ I O CONTROL PANELO O// t V1 � N / MP-CAN BATH I E eA►iU �---�. I CL w I I j EP' /-_-sq. I Z � \ O UNFINISHED ,i Iui UTILITY I � �_ � Z w J F_ SEe C 1 V)i Q Q LLJ\ o V) C) �O � I I UP I � � I � sO 10 1 �C I 1 p i t UNEXCAVATED \ 1 \ - m N ' u') z � c: N 0` N UNEXCAVATED E Ln (`7 1 UNIT"A"BASEMENT PLAN E-1 SCALE:1/411=11-0" u z z Mi ea)W�,OC -V 0'oo ao U v p.4n >0 C P W V Q Fx OC pF O o �p O _ a c CU U = r 3 R U ^z U 2 Q 11 WP Cie:NlFjv ,�1�►11N1►1NIMI N. a•, v i;i EF MASTER � ' ,� _*� , r uvvP BATH •�4•.�:�,,,....::�=;r= , DINING EF Q Tv ROOM . /i ROOM , �\ - TV D =0C 6 MASTER N w�'\ \\ KI BEDROOM z TEL\ \\ IN THE ATTIC ABOVE > a I \ OPTIONAL FIREPLACE TEL D ui ,p a N LOCATED IN THE ATTIC HEF / — '�' / OPTIONAL GARBAGE � � _ GFP \ / / DISPOSAL 'P / — \ I / LIVING FP'T SF WALK-IN ��� Z I I I ROOM I e CL Os c0 , Q O l H \ \\ GD --__ /// CL O /v 90 (( KITCHENCN \ �� \OPTIONAL DEN / O DW� \ � 8,�, i \ / OPTIONAL E REF\\\\ IKi---- \\ /� w LAUNDRY hhI Z �i/ DEN Q O EF GFP OPTIONAL 11 f3�3 / D,,,--ELECT DRYER\ _ / i LLJ -69 CL F I Z \ O I �g \\ALL __ __ a s p � � Z / CL - �� ~ \PANTRY \\ I G c0 LINEN �.' �' I U F_ Q F_ BATH I �Q -�.dg co \\O / Lu C Q MUDROOM \I I F RNACE TTO EF // .6 1 / LL 49.� `P / 2 UP Q-,/ BATH i DOWN I / O AHU LOCATED IN DOVE / I I I WALK-IN / 9e THE ATTIC / CL r / I \ / WALK-IN to // , I CL Z CO 3 O I I 1 b I I STCH TO CONTROL O WI OGDO I \\ (\ ' LIGHTS IN ATTIC—*= N / \ \ �------ O c0 TELD W • TEL � � GARAGE / FOYER \ BEDROOM#2 BEDROOM#3 z N c: p., // - N / / �}�, / TV D a TV / // dh •— / / WP E c: / r b wH i A 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" E-2 SCALE:1/411=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER _—_�„ VENT PLUMBING FIXTURE SCHEDULE � ter. SYMBOL ABBR DESCRIPTION .�� ,, _"DISCHARGE PIPE TRIM CONNECTIONS s S or W SOIL or WASTE PIPING INLET /; %% I- SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURERE SOIL/ VENT COLD HOT REMARKS MODEL - s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) I 11 WASTE WATER WATER -———————- V VENT PIPING %% let %% VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE. r® PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2'1 1 _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB; HIGH WATER ALARM ® ,r; SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH -L_- LANS FOR TRIP LEVER LOCATION Lw LW LAUNDRY WASTE PIPING PLAN W a)o COO z Lu ' VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, y C CO U ————Lv———— LV LAUNDRY VENT PIPING P-1 A WATER CLOSET KOHLER K-3998-0 - - 3" 2" hot _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 c W c W /L SEAT,SEE ARCHITECTURAL ELEVATIONS& oc C W o a Q Iw IW INDIRECT WASTE PIPING O — LANS FOR TRIP LEVER LOCATION � _ �3 Iw CWW CLEAR WATER WASTE PIPING WHITE,VITREOUS CHINA W/OVERFLOW, ^Z u Ta TP TRAP PRIMER PIPING CHAMBER VENT �TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2 2 hot hot OLISHED CHROME FAUCET W/POP-UP DRAIN. a SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE WHITE,PEDESTAL W/OVERFLOW.POLISHED cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" �" hot ,,,• `=',NE`�t,,1 CHECK VALVE CHROME I-Iw AU E HW DOMESTIC HOT WATER PIPING � W/ -UAIN. ;�c7 ••• �.�L F �t NDcw NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" hot h„ WHITE,VITREOUS CHINA W/OVERFLOW.CHROME s^ r AUCET W/POP-UP DRAIN. BALL VALVE � STEEL COVER :•flt 4 _-S; r_. c6 NATURAL GAS VALVE FLOOR SLAB NDERMOUNT.STAINLESS STEEL SINGLE BOWL. r.:.;:'• �.., , 29 I&x 15 3'4"x 7 0�"DEPTH.PROVIDE GE BALL AND DRAIN VALVE KITCHEN K-3183 INLET P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2" 2" ��� �„ GFC325V 3 *HP.120V,1 PHASE,60 HZ DISPOSER. DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES IN d6 OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ _ /4 TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES Y3 696-G1000MF � EFRIGERATOR,WHITE FINISH D VIV VALVE IN VERTICAL (TYPICAL) O SHEET METAL SAFE WASTE PAN 2"UPTURNED �] TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR N Y2=3" OXBOX ONE _ _ > Y3=_ 12 P-5 MACHINE VALVE SIOUX CHIEF 696-24138E 2" 2" �" hot AN SIZES)REQUIRED.DOUBLE HOSE BIBB � Lu TRAP PRIMER &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT 8 BWV BACK WATER VALVE K-TS 10274-4- O K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, 1 SEWAGE EJECTOR PUMP DETAIL P—s TUB KOHLER KOHLER CP 2" 2" 36" �" w O G FLOOR DRAIN K-1150-0-LA BATH SPOUT,SHOWER ARM W/FLANGE AND K-304-KS-NA E—J CV P-0 NO SCALE SHOWERHEAD. oED OPEN END DRAIN NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS ITE TEMP SHOWER VALVE TRIM W/HANDLE, O< M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE P-6A SHOWER - - KOHLER K-TS11076-4 21' 2" h" !6" SHOWER ARM W/FLANGE AND SHOWERHEAD. Q Lu PIPE UNION E-CP LOOR DRAIN,SEE SCHEDULE. Z 0 Lu 0 /2 h UTILITY SINK FAUCET W/LEVER HANDLES � 7 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2 2 w Q w THERMOMETER �� �� PIPE CONTINUATION VACUUM RELIEF VALVE J V) Z 0 PIPE UP THROUGH SLAB ABOVE Hw�� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 21' - - LAUNDRY ROOM UNDER WASHER Lu O >O PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK BLADDER TYPE HOT WATER TO SYSTEM 0 Q z Z SUPPORTED FROM PIPE RISE/DROP Lu BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS LL = w OC W&T WASTE AND TRAP STRUCTURE U J ZD U Q Q LLJCO CLEANOUT o CL C) N 0 COLD WATER AD AREA DRAIN JR SMITH 2142-U - - 2" 2" _ _ AREAWAY,CAST IRON STRAINER,VANDAL $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET PROOF SCREWS cw W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB 1/4 TURN,POLISHED BRONZE,FREEZE PROOF UNION TYP 1 �— — - - - - �4" - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT BV BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT >_ VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE WITH EXPANSION TANK,SEE DETAIL RELIEF VALVE Z FULL SIZE DRIP PIPE TO ELECTRIC VIF VERIFY IN FIELD WITHIN 6"OF FLOOR HOT NTS NOT TO SCALE WATER 120 GAL O HEATER CFH CUBIC FOOT PER HOUR 0 iv N SF SQUARE FOOT DRAIN VALVE � ^�,, LOW LIMIT OF WORK _� W U N O UNLESS NOTED OTHERWISE 6"AFF FLOOR l V&C VALVE&CAP r LO FM FORCE MAIN z � N (INV XX'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL a% P-0 NO SCALE J (y GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL BUILDING,FIRE PLUMBING FUEL GAS,AND E ENERGY CONSERVATION CODES OF NEW YORK STATE AND ALL APPLICABLE LOCAL CODES AND/OR N AMENDMENTS T't 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE GAS PIPING TO UNIT --------- --------- INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS C2M BY PLUMBER 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES SHOCK I I ________ I I GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR A BY PLUMBER SERVICE THE BUILDING 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/4'AND SMALLER I I it SHALL BE CPVC OR PEX I I� 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF T-0"BELOW GRADE I I it I El- UNIT C2 LEFT I UNIT A UNIT Cl RIGHT GAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I it I TO EACH UNIT BY PLUMBING CONTRACTOR 7 ALL SANITARY PIPING TO RUN BELOW FLOOR ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED I I it 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES I I it 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED -----------� _--_--__ ----_—_----� 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-C1 RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED zz� EW y Q C� V Q Hyf- j0O [O- Q W U Q d' G AmQ 0� �O O _ o. C U x r 3 U ^Z o 4"AREAWAY DRAIN (DAD � U Q PIPE TO FOUNDATION DRAINAGE SYSTEM ��idwun, 1A,'GAS �,..� (�r NLZII,z y (220 CFH) a `fl.-~ %"C W GAS DOWN TO BELOW GRADE G== 4 cW N (9 N Z 0 4 1'A-'GAS DROP 3�4" j (220 CFH) w (2)2"BV o------ I——— 3"W (2)1/2"HW (2)16,,cw O 2V CN F_ 0 4"RADON BELOW SLAB BY GC y 2 VVBT (9)V6"HW i/2"HW W N 120 GALLON ELECTRIC P-6 h.CW (n } HOT WATER HEATERZ 2 ti Lu Z HWH-1—� I HHW �— 1'*GAS DRO 3"S (n Q 3^S Hw I (220 CFH) �VS 3�4"G(80 CFH) llllr-—'=p—— P-1Ap p p 11 HW c ;.cw cw cw—� I ����I�I�IcW z O �� E X'S cw cw �, O - (2)2"v (12)1h"cw m > O 4"RADON 1 TO PEX Z Z � MANIFOLD 3/4"G AC CFH) H�U O �� P-2 COORDINATE PEX PIPING TO NOT �—�, 0- w �HVAC UNIT 2+ cw RUN OVER ELECTRICAL PANEL ON U Q Q FWL 2"FM THIS WALL N u.' U 0 !9t � N HW PEX MANIFOL 1"HW VALVED DROP SIMPLEX SEWAGE EJECTOR 1"CW VALVED DROP SE-1 CW PEX MAINFOLD SEE DETAIL 3"S 1 2'VV 3�4.. 4" Z O 0- co N Q O Lo Z N 1"cw- N 3 „C W u r /1 1"CW DOMESTIC WATER SERVICE UP TO ABOVE GRADE BY SITE CONTRACTOR FP SERVICE (SHOWN FOR COORDINATION ONLY) (� o � c O 5LL J 1"CW DOMESTIC WATER SERVICE 4" FP SERVICE Nk REFER TO CIVIL DRAWINGS FOR CONTINUATION rl""'N UNIT"A"BASEMENT PLAN P-1 SCALE:1/4 if=1'-0" ZZW GNO E' W 0, o O cl U v N r ;CO [O- G au u Q d' V; - 0 W C-- Q p Q ~ _ v a d 7 U U �Z O U Q NOTE 2'V =^ ,• :•_ ON UNITS WNVALKOUT BASEMENT, ��"Cw ='• r WALL HYDRANT SHALL BE LOCATED ON 3"S s 2'V—y� Q LEVEL BELOW,3'-5'ABOVE GRADE. 2 v—~� • y2 CW 3."Cw WH� P-1 •o.. 3S p �2HW • 2'V I O o • h"CW �• • 3,.S ►I —S �34"CW h"HW � P-6A L— FD-B ti 2'W&T h„cw 2 W P-213 P-213 'h..cw 2'W le HWw "HW Z %"CW� �'fi cw cw 2"W&V 2"W&v Lu Hw 33� "HW h"HW �Y� U UUU 2"V�• 2"V • P-3 i 2"BV c) O "H W • 2,.w 1„ HW ��-1/2"G(25 CFH) O 0 1"G(9 CFH) • cw TO FIREPLACE ,1 N !� "HW TO DISHWASHER LL PIPE 2'W FROM 1"G 1 W V•• �1IC8 � DISHWASHER AI PIIECE (95 CFH) 1 V4"G 2'W O16 Q (155 CFH) J i P-4 �"FiW 1/2"G(25 CFH) h HW � � O � 1"G(60 CFH) P 7 G G - /2 3"S cw ''' 11/4"GAS(220 CFH) I CC 2"LW s , I I I I (13)1fi"cv,/ 2"1 W&V� P FD A 'LL O C CW r /2"CW : V O II L /2.,HW "HW •I 1t1T �'G(20 CFH) z Z li O �'4"G(40 CFH) y2"G(20 CFH) (9)1/2"Hw 4"RADON Q m z 4"RADON)/%------P-1 J (32S"V (2)2„V�i • w W Q J (2)2'V I I o— 2 W P-6 • Q 2'W&T L_——— —I III Cw I---------j "CW h"HW w U P-2A "HW cw h"CW p <n 0 o— 2"V i "CW a— 11 3."HW h..CW 1..2v IML � cw "Cw 3"S • P-1A P-2 P-2 /2 cw 21W&V 2'W 3"S 2"W&V 3/4"G(40 CFH) ••• •••�—� L..HW f2"FiW O 3"S 2'W 2'W&V 2'W&V �"Cw �T"Cw Z TYPICAL FOR 2 TYPICAL FOR 2 \\-Y4"G(40 CFH) \\-3/4"G(40 CFH) O O op N Q z � N N CW ^' r DOMESTIC WATER METER rl MINIMUM 12"AFF W/SHUTOFF VALVE START OF PLUMBING WORK DOMESTIC WATER SERVICE DOWN TO BELOW GRADE BY SITE CONTRACTOR 3/4'CW WH 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=1'-0" zzW a�0 Eco amm c CN CN V v H y >o C a C W U <F ° OLQ F O O �p O _ ;a m U x 5 3 N U ^Z o lK U Q 2'V-8---- 2'V—0—— '.�.�........... I T—T V PIPING RUN IN ATTIC SPACE I�2„V �2.,V 1 t �Z.- J Z I p I N 2'V-0---_ ---i w �_ I uj t I I p CN O I �2v N I Z I Q 2"LV— 0--- ---� � r.. I _ 3- O 0 4"RADON I 4"VTR-----@— f�4"RADON VTR 2"V��— --, Z Z 4"r2. I O O Z �3"V PIPING RUN � co IN ATTIC SPACE I .. ♦——— — U 2^V � t2. I o Q Q f U C) N I I L-17--Z------(2)2'v Z O 0 op N LO Z c: N N E v7 C'7 1 UNIT"A"ROOF PLAN P-3 SCALE:1/411=11-0" ale GTE 19111E am CUB am tEI e'U06e30U0 STM MtKN mwcu f0 Tw ow KI N F1 v RM NTe+4 tr MAK at-1� e,a fI,Iu I>s l,t 114 12 f 1� 4 ^imp MmF A�aue - 3 �J A S M I N E LAN E - UNIT A , ,] n ��-: - Clll$iER A'-13,25.27 LA1R'DER LANE 1 - CLUS ' 1416,18 LAVENDER.AST RYE I,S CLUSTER8,10,12 LAVENDER_ANE BROOK N Y. � WATER SUPPLY -- �o a-o 3 _.Its CLUSTER'E. t5,17,19 LAVENDER JWE LISTER'F' 9,11,13 LAJENOER./WE •m In -1 r� p! TM�u CLUSTER'G. 3,5,7 LAVDDER LW STATIC PSI, 50 PSI ' ' +t CLUSTER 1-2,4,6 LAVENDER A[ RESID PSI. 40 PS 1.4.6 ROSE.AaE m Ito ' Itl +s'� Ite 1- {�tt 123 pe ,#9 �-0 - FLOW: 1050 GPM �'° n, i->EF t[tea. US ''-10.12,14 ROSE JIVE f1ll It6 ft ,-- �i- - OUSTER'R -3,5,7 ROSE AWE f 1. % he In T A - -- -16.18.20 ROSE:ATE u CLU ER r-9,11,13 ROSE!/WE Ilt - ps fID CLUSTER W-21,23,25 Ha+EYSILC{'i ME - f h] `�• ,� y-ftv tt�Saar(nv) CLUSTER Y-15,17,19•fONEYSUCKLE J1VE I[r Tr uatTTaouo ITAIETT i- Ill 111 1, 912 911 �-9,11,13 4(*EYSUCKLE ME •\\\ l \\�, INK(a+'a^ct6, s,o r m CLUSTER'GG'-3.5,1 PRIMROSE W vcnu scK. .a CLUSTER,U-8,10,12 PRIMROSE UWE fv 906 Ie J4 /� m CLUSTER*K 11,13,15 PRIMROSE A[ n' 10 ar U1M�QgIp WEER NFPA-13D GENERAL NOTES � , ' �\`\ N �''. � a <� ��� � �„��, ��'-21.23,25 JASMINE LANE � aor �� \ \ Tls tnolTlo,.a OOSEN 12 II I14t6 7 1 f;) -13,15,17 JASMINE J� \\\ \\ a 01 MOST 0IT111uIFAI:r TCIUs ER 1iW'-7,9,t t JASMINE ME SYSTEM DESIGN-RESIDENTIAL AREAS ET SYSTEM S IS M OF IE OUSW AM s1, h \ #14 Its (W ) PIPE \`` 16_ #15 112 C uSl TER'lOC-1,4,6!ASMINE.wE SPRINKLER SYSTEM IS A HYDRAULICALLY CALCULATED NET SYSTEM OFFSET r.AVCER #4 ill 3Ill hD ILI US•p yy USTER -1,3,5 JASMINE-ME \\ \ _ j .� fg l6 Sb -LL -4,6,8 MUAXRW COURT PIPING HAS BEEN SIZED U A T HAZARD DENSITY TY OF.OS GPM OVER MOST REMOTE•SPRINKLERS \\ Cy Y+LLLf 1909 Ill `J n r . 1 CLUSTER•AAA'-3,5 7 MULBERRY COURT IN A COMPARTMENT U914G RESIDENTIA,SPRINKLER HEADS. OFFSET MSN,:cR \\ r l3 f! ✓ 1g t MAIOMUM SPRINKLER HEAD SPACING-324 Scl ft. ';00:.:411SS OR BEAM \ WOOD SCREW 9IS,t:Y� \\\ I 9,0 n - SYSTEM DESIGN PER N F P A.1113D(2013 EDITION) \ I WOOD TRUSS OP 9FAra �, OEM is' m f3 O PIPE MATERIALS `. #3 % All PIPE AND FITTINGS ARE B AZ I/ASTER CPvC 1 It1110 A� Ibpo?/ 0 O3 CONTRACT INFORMATION OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL � r6 .2, � � l PERMIT # " n . WORK UNDER THIS CONTRACT CD49STS OF THE FOLLOWING I? DESIGN AND INSTALL A WORKNG SPRINKLER SYSTEM PER N F P A.-1>a 2013 EDITIONS B Imo# - -DRAFT STOPPING S ALL BE PROVIDED BY THE OMER IN ACCORDANCE WITH THE LB.C,2003 EDITION _.__. _._.__-_ ---- -BATHROOMS LESS THAN 55 SO.FT STALL BE IN COMPLIANCE WITH TH:REQUIREMENTS OF NFPA-13D 6 6 r !- -- -- ----- - - ---� - - - SITE PLAN � �� J AN Da9T�1� ATE APP1 9 2021 ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROOK WITH A 30 MN THERMAL BARRIER. / I -+' J --�`4_ N.T.S. -CLOSi'S ESS'HA,N 24 SOFT SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF NFPA-130 663. - -- - - - I � - - - Wit Kr MATE alw in alb am Will CLOSETS ARE I EET ROCK WITH A 30 MIN THERMAL BARRIER -EXTERIOR BALCONIES SPRINKLER PROTECTION IS PROVIDED ON AL BALCONIES AND PATIOS OF DWELLING - I t. UNITS IN ACCORDANCE WITH THE IBC 2003 EDITION.SECTION 9033'2, `- - - - - G IN ECT R,Village of Rye -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL nRED EQUIPMENT - - g y Brook,NY I F — NOTES TO THE OWNER -- ----- -- - PER NFPA Bf.SE&IEh - -- 6 9'MAINTENANCE - --- ---I- I ------ -- a-0' 6 9 1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM _ _ _ • I AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. 6 9 2 SPRINKLER SYSTEMS SHALL B=INSPECTED TESTED AND MAINTAINED IN ACCORDANCE WITH NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF ' I'' -- - - --- - 0-10 WATER-BASED FIRE PROTECTION SYSTEMS --- - - - -- - - I -- 3 -111 '• -� a _ - -� -_II------ A.6.9 THE RESPOtdSIBILI-1 FOR PROP RLY MAIN AI\IVG A SPRINKLER SYSTEM IS HAT OF THE - - OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SP ANK_ER S S-EM OPERATION --- -' - - ! ' I 1 t' FOR FURTHER.IN;:ORMATION SEE N PA 25 STANDARD FOR THE INSPECTION TE-TING AND MAINTENAN.E _ 6_ � �' !~ OF WATER-BASED FIRE PROTECTION SYSTEMS -- -- - - - ,•, / -I ;' _ ADDITIONALLY -- - - --- - `- V ' I III-__- --- - _-- - _-- • �'••�I- 1)YOU MUST MAIN-AIN SUFFICIENT HEAT THROUGHOUT THE PRE%41SE`;TO U. PREVENT THE WET SYSTEM FROM FREEZING. - - -- - - - _ _ - -- � ___- ---_-_ �/�� ��L�� Llf 2 YOU SHALL INFORM TENANTS Or PROPFR CARE NEC=SSARt TO MAINTAIN - - I -= `i■ A f --- -- _+ I r� FLOW F%B%THE SYSTEM - _ 1 �, + _ r , :� T• \ _I I ----- - - - - - - ___ ___ -,I _l Ui�� �� 3)IF THE CONSTRUL-ION OR OCCUPANCY IS ALTERED IN ANY WAY _6 I~ I , �`' - - - - -�I I -- -- -, - E1q,0� THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY -4 - t -+' -_ __ / LrV'C Lp `RV - 0-6 - - MIL-------- - - c I - -- _ - c e'-0-I - BATH - - - - -- II(Icuur Moos'?W 9a1[1m Bmtysut*%i Ira mKM A WIRIr1'AWR SMad!- ' .m UnFI�ISWED : ! A - III 1 •, •• Of W MILE Mom 74r MW UNITE mKT ONM Meso+MlNMr 1It11 __-_-- -- - - L - -- - - -� - 1PAI M refs WO'RT nape GW a'•TEsra�1atYt- -_ -- _ - _ -- - - ---- - _ 's. UTILITY -�6 2- Ilk, - ---- -- - - I I 14 a hoe o• _ I - --- C2-0J_1 [!�e -- - - r AD Mom§stmaTDW oafe.t OW MMM A6MI Will -- - - - MnTO' SD Bk'IW�Y WM3 m11un A MUM EORR SltttOES _ -- -- 60 - -- ODUEU- f 4 ' Q BJI�IWLwile lip,=%10ERNt IM p WM Cl or r ASS 1111200.BMW MR[OM aTECTOP AWRY aa; � r-_77-7111 •E % h -- -e• - i j / Samrm BD+n mr M11WS O 1f0 W Omm A KTOm Imu SIe 110011 72e'9aTE11ED IIL_T 61._WILA TNU m"A ylum 1400 wo STAIR - --- - - or vcmc mom Tar am DI me calim iff�Mwa:r.- - NEXCAVATFC -_ .` j74 IY%C-X MM'T!B'MWI 9'1D16.-V01 TN%MII A KTETeM UMIU S11RO1 \�or oIR ID SlPrt1 9Ib1110 - - - --- - - ,• of la MU Moan'24t•M OE OW IN mMTROI rasp+Mw1a:VrM 1IVE 1 11 ROI 9atCK WR PRMm Gka f 1'TEYI-sm om 1'FTd SQTv1U eATER BARFLY Jf-� - •-�- - -- - -- - / 4 �/ _j I-t -� Ur YCTAAI IKOm 74r MIX DOED mE MOM 00 MWIL UM *9 - +11c M FUN 9wv WEE PRLS 9 w,D• ITS DO WVT 9f 11LAU km 729'9XXD e'1%k YAL1E HM CNAN A XTU Mt'IMF:S1ITO! 2•■Or KCULLX MmET Y=DG MKIKW REDIICLF -- - 4 _ _ �� ," NEXCA�A I ED 10 ' WFL EC 9 -- ------i / - � � /// /.-� - - - -- - �-/ 1 (\--/ -- -- --'•-` __-//- _ ,_ - 7 �.ir-A4T-.s�+Lf.G,tnHILR v t'AM MMEL'MTDW 00U81 OID OETC0 ASSn61 IlT.h --- -- - --- - _ - -- _ _. � Salem&MMY WVES TW 0"A K7111106'AWR WTOO BASEV ENT FLOOR -- - � NOV 19 2020 5 ELE\ =r-�' UNIT"C2" UNIT'A" UNIT"Ci r, _ _ _ _ '__ /z/ FLOOR ELEVENTATIONS SPRINKLER SYSTEM RISER DETAIL ERSTMFLR 0 SECOND�FLRo=6 BA TO FIRST iO-�° SEMENT FLOOR FIRE VILLAGE F ®1- � 01,E - FIRE PROTECT/ON PLAN Ru ---- Nrs - B�`_Q.DINr EPART!'.11W� SCALE.-14"c IV" L SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION All tn;x i caoii!:.arc;to t]e klEv measured prilx to Tat rrSUp:1 "'hetT @r�,r not jn(4j^a•e,j p1,;f1t irl\;trGs.'•.iYe fotk�e+ir1G i?drns art It iY.pFJvlded' SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TrTLE:BASEMENT FLOOR FIRE PROTECTION PLAN and ins allatirn:cy ih.;,r.'rinE,l;+r cnr,'•actor -Hoac-.Caijillei.!pPure iiti ris arlu Iv,ad�:rer,J:pea INFPA I? F NEVV y ■ PROJECT KINGFIELD DEVELOPMENT 1 I'YXtLA1CREFE NCEPOh- 11&E'RTG:9u'AESC0P11.CCRC:AIELOE'DEyrSPANaff t7N�'K=:,;.�•E53EG�EE.g�L:AATt'• REVI51oN5: DATE: ADDRESS:KINGFI INTERNATIONAL DRIVE !.All dirnensicn shown are:end to end -?%,�visirns Tor tl,rshing r,;�r•;)e;:I1on,Orr.drai,)iny r+r al;T.,pe �� GENE �9L 3 Rich terTlOrratiarc hei?(JS a'e tU be field U1clal"wrtelt'Efquirec''. -1!'.!3pEL't(!f S te5t iUitneCtlUi:st3atl..e;;i01'tdre iL]r e%�+:h S`:Steil � �4v p _I 118-3 E",ATfO 8LW-OP0FS-3 CONTRACT#:0000 CITY:RYE BROOK STATE:NY ZIP:10573 v * [�.] EnATONd30IEFlV9E;3004 CLIENT:THEWARJAMGROUP PHONE:19141761.250 -1.:{It pirr`:and hUnyecs pare tc Le i•^.a:aL'eM:T'er NFPA 7J -Hyd:iuljt.rJentjiiK:L;ijcn�!atrs i.ivFPl,',�rw;ur�eci sij;�ls j tri �Y � Q a �E-A6-E•C�55['afGtacSD'JVSEFQIKJILE7PEKY]TT9P4NpEF•R'tF•KdE�txoEC�iEE SI'Li�AT1Li 5 Gfidded wet systems shall provide a reueI`.'al•:e per fVFPA i * � n u2' (� p-01 Ec1ATYJNO'OP OF CONSTRUCTION:WOOD LL ILI 6.All nev,pining is to by hydrostatic�ai:tz,tee Bi not IeSF than:?(up;i It is the building ov-ners-esponsioPity:o ore idt-od fq:live hear to!all;uea�ir.It'e �� .I Z ® �� � ��F'AES t'4E9PYTR1 IW¢CYTA,SpEs:.-S�(yc Eq 7'PT.1 f.:�tnC Chi:c 9N:tW] LTD. P 0 0 .', h 4 C01PUIFGE*RATCF.;f�Ti ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 O icr,'hour£:.or:3I 5�'psi ir.exc.es_-tit!hE n1,)xi'rurr;.rC:.:ure irtilding;�r:.�cc,t.d..�a V;e•ryi)e S;+;i!�.,ier syst+n:anr'ia!<111�a,rr Tttied s,:�T+!�:>ip�vaK�es 2� OCCUPANCY:NFPA 13D when the maicirnum.p,"sbure X.b' mamt;an•r;IS In e\cess of T5vpsi. alld S�strrn risers;c dn,-type%,sled Is. S 2� tM, -O-/� R:f RE UP �F1�6E F�55 SICK RES*-K"O WAL ZRIALL Sx�v.174F 01E�2ec WEE.SN■R;.� Y CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7.A quic1,openinc de';i,a Is requires v.hen dry�1 s+em 1'ol,:me exceeds .Ai!pressut-;Shall be rmintalrcvf or,all Mir '• _F,-r;• p7g7 �' SYSTEM TYPE:WET y,ape•sys;er.�:::^.y ar•Opp:r,V�, .,LU T3tic air Epp �P "o-/"� Fl�tiR'�o�� DATE:1 1/11/202D P:860.632•8053 F:860.632.8054 � ',nr rall;)n tr r kF a. i cerrr!esse or plar+t air sysn SJacitic2l:,,)p;reed for and l zpable of aK;tp:ratically ROFESS�� PIrTfRI�P= rCCZfIrAFso]MMI OP''PcID3TT9PgN(IFA"'FT.[go�'TS}Cr1�SN■M23i,WRF,S1IEaiSN FIRE SPRINKLER CONTRACTOR CONTACT PORT CHESTER WWW■MACKFIRE.COM a R.h"TPA T;i�ap;l.P.,requjrep ;1ain:alt:u t)thr:•eq rlred air p!ossurt Ier�■ 01 p���,DJEJST1JGT:-CS TOTAL THIS SHEET:• AHJ:FIRE MARSHAL DESIGNER: TDEDSLElaMACKFIRE.COM PHONE: 530.551 LICENSES: CT:FT-4l7291 MA:SC-120494 RI:000347 TOTAL THIS JOB: MIERAt CONTRACTOR TD AOEWEEY i6l,ATED TIC SECOND 11'DEEP ENS FIOOR TRUSS 0 16'O.0- rRAWC AFEA AI K;JiW TO INANE THAT fHE S'II"1pf DOES NOT R1 LP KIN F1 V PM NT 3 LJASMINE LANE - UNIT A �tI liR H 1�1 RYE B R O O Ky N Y. SECOND OOR IF I CRY PDONr SPRN.ER 16'DEEP ENDNEERED r.00R TRUSS 0 16'0 C 7 RN All.PIPES AW,THE CARAGE CR)Q AS 0 A10 / TIRII AS Pt$S181E TO AI FOR W10 M Alb OF D1SI"FIDN y MNMF — rt AAB - 1 _ �r• GA RA GE SEC NON -------- ------ WD DECI OR rAt rS. PAVER - - ol `�� ROO►V1 � � - - - r - c " 1 _ 11 / t1 \ II F ormo — r - 2 - r, LIVING - , — � .� -.• II J -. _-- ,� - ROOM _ 1 _ r r 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING r� 9- - - - _ 71 a �,: r g€ 9'-0• J r iS BY OTHERS MACK FiRE PROTECTION'S CONTRACT / ,• U �: ill - ` BEGINS Ai 2'FIRE SERVICE WATER LINE LEFT INSIDE HN DRAUI.IC DES)(;\ ✓ I r, r y t' _ _ ! THE BASEMENT - r = Ur top TADS Tlf, T f _-1 % - " - - - — - - - . HYDRAULIC DESIGN CRITERIA Y / j - : -o` E� t' t __ r tIDERfA m FK rK kmwSERVICE WTM t11E OM _ 1 � Density .05 r I I. J ^, Ilr uP nu RE•; 11 „ - / r Ca10R0.eLv!DOH MIDIVI Yom sm a SpacingVARIES 602 BA4MOft / I l UYf TIP[tuf01 F1011 SMICH(er OHE16 K Factor 4 9 / / \ --- - ----_- —- - > ' r0• / _ C Y I - --- - l, � _ /_ 1'WUEAQd01A0 ME YIMC[wttp l[UP Hose Allowance % Y I' it M • -Y' L t - V aE Cl {T -a• ___ ` f Nto f xJ05r+!Rf ODW ew / ---'I I n o �-_�1� '-e'=0• ` CE C �tngF9-'•. 'y 1 This System Is Designed to Discharge / -i sE I' I " at a Rate of .05 GPM per so ft j r ! _ _ - '� I ' _ / ` amw PANTRY 't �` /r' v t� of Floor Area Over o Remote Area1` 2 Sprinklers when Supplied with Water _ Lam-, g20• 11h;0_A\ of the Rate of 34 7 GPM at 42z PSI / - j' �`— > -� two + •/ / at the fP OISDvaX NO'S' — _-J- -- - - v ` --� - - - - MUDROO _- - / 1- 0 0-6E 2- - 1-96 4 v _ - 9 -9 OT s9s ---1- c- 4 1 �� I• '�' '• s- �nI19wIAE1!��D{wcT _ i �� 4: -' / 2 r 1 IFEA iIBtI 101E 11001 At101f -1 _._ r tI110 Fld SE1F1tlF tulER Ut OOw 4 uo IM DI WMIX ITD(19(a,'c'itvS --- FO"ER — Os12 st, r OXM wvE WTi1 NtU3k 1A600 AOD a ' , -- -� 1 / I• 1. / r 1 , / '� YANtPE tIATTR T1 FLOP9tt 0Tt} OtiOs -_ y o-6 r 2-. -9 6-i / Go i• r U�II FK SUNU tWEA l/E %[9-Io] WM HEATED OCIORA(BY 0E35 - - - D_ s 110K BE)L -u' i r t0 5•l o /6 - GARAGE / 00 a a i 9-o• _ / � � i NO I tH[BMW R oA Rf ODW -7__';-&-EIESTONE f l7 '�'7T717T/."�/77T/T/%:T777?7T177T7� AMMIN&Ti KWUM FEED M PL4a In C400� ' ;' .r � _ ! •—--- / / / 1 14 go o`L`o A�fiats UNIT'A" - — -- --:� _— - - 9'<eao[A nv[p(D 9'iM:S IEAD Iib11i aArErAs1ER cp+c R151C SPAlttQfR FtPE � _ �• 1-------- -_n_, FRI rnar NS.1A.'a SD iNu 10 F R011 TIE� _ � �1N/T �2 11)D R A I t_I(D E S I(i\ 2 o�!tln�EYt.tn,�oaul Fam s11101 I I O It.4 l a - _-- --- 11011 CAN IAN 0OWTE TEyP W uP +\I R 1 WX TYPE an RON W Di(BY OTHU5 �' l 1_�H:i D 151 c,� UN/T„C 1•' AjIOX 11(E FF[MD 91d11:EF r --'-- IH�I 1 I 1 / {Ititi 1•I I M 1, / 71 T _- -- 7•UQ7C3gA0 IR[SEAMIT�1fiF llE IP —IEtxANt cam NWXOi _-— _- In elm DQOSUE(BY DOERS) -� ---_--- -- --- _L ] '1: _ HYDRAULIC DESIGN CRITERIA 2'CONTROL VALVE AND All UNDERGROUND PIPPING HYDRAULIC DESIGN CRITERIA Density •05 S BY OTHERS MACK FIRE PROTECTION'S CONTRACi Density 0` Spacing VARIES BEGINS AT 2'nRE SERVICE WATER LINE LEFT INSIDE Spacing VARIES _ri It CEUNC rILAM K Factor 4 S THE BASEMENT K Factor 4.9 Hose Allowance Hose Allowance C"IR111 OW CDX FIRST FL 0 OR FIRE This System is Designe°to Discharge This System is Designed to Discharge KM DMA 0010Ae A[COC 90" at a Rate of .05 GPM per se It at a Rate of -05 GPM per so If or Floor Area Over°Remote Area of F/RE PROTECT/ON PLAN whe of Floor Area Over°Remote Area of 2 Water Sprinklers when Supplied with r 2 Sprinklers n Supp,leo wlth Water ° 'rE R°'E°' 38 GPM at�: PS at the Rate D '1N GFM at.4.F' /NSULA T/ON DETAIL FOR ALL SPRINKLER at the FP DISCsuRfT NODE s' SCALE.-1 4"=IV" at the FP DISUM NODE t' /N OR ADJACENT TO UNHEA TED SPACES •r T.S. /V.i. SYMBOL LEGEND SPRINKLER HEAD LEGEND i•All pipt.IJCatk�nti:_�•(:to lit.fiulo RIGasored ria,to tat rre."I!" L+Pub'•ther�r riL`t Irwl.^.a:t�CI the.^.!a\':Ir•GS lt,c fptlLL+lnG I:t:rT'.S arc tr.Ix��ilVl�c.� JOB INFORMATION � NEW DRAWING TRLE:FIRST FLOOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION SYMBOL DESCRIPTION and installation vy ilia s;ninkler .contractor. --it ae Caf,trlt:t. parr heads ailo heat!wrei%h Per NFPA 1. QF YD PROJECT:KINGFIELD DEVELOPMENT + hYJR'JX;FERM2M �E_IAU'11-IIWREscat•►Marx:AtmPEaYTSPR"Irw•A.:,g+ESX'!:9 SK4Rkr'S ADDRESS:INTERNATIONAL DRIVE 2.All aiinerisions snow,,are:end to end P-;•Visir ns for flushing connlecnon:aril draming of al!pipe +���vGENEp � REVISIONS: DATE: 3 Hipp temparatura heady<:a to b(field tnqtall2d whelc e7 tree Inspe(tora test-onnection shall uc provided fo,each systeir. AP v�' C���] E°+ATION6E.a;OP�s 3 CONTRACTC:DDOO CITY:RYE BROOK STATE:NY ZIP:10573 4 Al pipe:and hangers-ire Ta Le irstaltet:per t`FPA 13 -,ydr.-iu1i1.iderilinuition prates b liPPA:3 required signs co y� n [.+) Fr+ATgNA9D1'EFlVIB_:30W Q• NB F'(�56E gIGtRESP045ECaFCJUEJ�03FTSP9NQE7/l ip Y.�E�I]DOE(iiEE SIV A4A3C15 CLIENT:THE WARJAM GROUP PHONE:(914)761.250 5.Grid' wet systems shall provide a relief'.alve per h;FPH i3. z (T■ t0 0T E:+ATONO'OP OF CONSTRUCTION:WOOD LTD. ■ ■ O o.Ali new piping is to bC tiydraatatica:ly lesi�rt not less than?t?up;i it is the.building�wriers respCnsiuility to prc:Wf odeq late heat fo:all area,i 0,e � ® �A�G E1G►- �' �E u6 E FIR:51'4E5DEvrtu Foa¢oVFA_SDrr..saycE�'7w1 Aa:Qirr c�:sKs;�l)1 ADDRESS:5 INTERNATIONAL DRIVE-SUITE 1 14 for:hours.or ai 5C:psi in t-xcess of the maximurr Orrssure ruilding pralected by a\:'et iyn,>sprinHer sysii n1 am Eor all\;mr..,filied sup,iv pipc valves 2 COIFUTFGE*RATCk4I3 t OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 v:her.the rrarinium-p--sbure t(be n.ain fail-�i•in excess of'5Upsi and systern ri,-e:,'o di)•type systems S'�c 078-1 p� PIE�uP �j ��F�O��S'ou�pbpFAt5G9iAu5�FIVt E1.IrIP t SE.�2:[rc��SN rR.� SYSTEM TYPE:WET 1 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 N 7.A cwicL openinc;devi,a is requiiec vrhen dry;vsttrr volume exceees Ai-pressure hall De nnaimainert on all dry type sys,erts;y ar nppr•,::.ri awonintic air O,o �p� �/�' PPE%R4SD%\ P•860-632-B053 F:860.632-8054 DATE:1 1/1 1/2020 FIRE SPRINKLER CONTRACTOR CONTACT c r plant AOFESS Fl:ERE81IPP._ a Tvc°1FWFE%]f1�WP_N}3QSP21I(tEF'WT(g4 tsxi�sx•1Yt2)s.ImFt;ttrE�tst sac gaUans F•r--�t\FP.+1s mp.Pssot-o.p1a,..air sysren sPecr;ical.+approved for and capable cl aulorra•N ally - �' WWW.MACKFIRE.COM a 0 ] PPEGROMEDCO PJGSIgr M PORT CHESTER DESIGNER:TODD DEUSLE PHONE:1413)530.551 fT.NFPA l;t�,apply a=•equir(>c riatn,aliiirtT Tt'.e required as pros~.{r� AHJ: l� of F1'EVAATJE.M7-GS T°TALTHISSMEET: TOTA'.THISJoe: FIRE MARSHAL E•MAIL:TDEu[;LECMACKFIRE.COM LICENSES: CT:FI-40291 MA:SC-120494 R1:000347 KIN F1 v RM NT 3 JASMINE LANE - UNIT A RYE B ROOKy NYn HY•DRALI IC DFSI(,N t•\I l\KI A d` U 1.1 r H 1K HYDRAULIC DESIGN CRITERIA 11)I�R\ LIC'DLSICii\ (\L<\KL\ ♦I •\)1 1 M,K Density 05 \1 111 k lit 11P,N I Spacing VARIES K Factor 4.4 HYDRAULIC DESIGN CRITERIA Hose Allowance - HN DR Al ILIC•DESIC;1\ r\I(\KI\a I System is Designed to Discharge Density VARIES \I(,P\IPI I IR,k This S Ys 9 9 Spacing \1\\ll K NFI)RI,r,A1 at o Rate of .fly GPM per sq ft _ / K Factor 4.9 of Floor Area Over a Remote Area of Hose Allowance HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Water - -" '"--- at the Rate of 32.2 GPM at 43.8 PSI _ This System is Designed to Discharge Density 05 at the FP DMJMttf NODE S' at a Rote of .05 GPM per sq ft VARIES of Floor Area Over a Remote Area of Spacing 2 Sprinklers when Supplied with Water K Factor 4AA*9 at the Rate of 26.3 GPM at 36.3 PSI Hose Allowance - _ at the FP M WI U MW'S• -- ---_ - - i - ;•� a00:3__}y;7 This System is Designed to Discharge i at a ate of 05 GPM per sq ft of Floor Area Over o Remote Area of -P- - - - ;7 2 Sprinklers when Supplied with Water at the Rote of 28.1 GPM at 39.8 PSI - ------- !✓�i rrrri9✓ = Jl/ at the FP 06DW 9 NODE S' NA !� -- - - - A 2 - - se s7 600 / \ MASTER -- T / BAT- MASTER Hl DR(\L I IC IpFSI(T\ j II ) -_--_ -_- / BEDROOM ♦I clPr�l)I,Pf)K i- / / , / g•_a j .u 1 HYDRAULIC DESIGN CRITERIA d 1- 10-0 S / i C L Density .05 I i^ y-0• IY^ - -_Spacing - VARIES K Factor 4.9 f I 1,W FtiW 1♦{- . / \ jJJ7//JJZZJJJJJJJJJ77J_7lJ7JJJ Hose Allowance i' Y t•% / - /7////////////7_(, DEN HALL This System is Designed to Discharge 51 / ! i!' j. ^ 9'-0' S,`_?Jr'- 9-a. c� A \ / of a Rate of .05 GPM per sq ft of Floor Area Over o Remote Area of F \ L "', 2 Sprinklers when Supplied with Water 4° /� / _I at the Rate of 34.4 GPM at 45.1 PSl / / f o �3 �• / I at the FP 00WO NODE T i� r' A I --� - ♦ = Z I AUNDRY �� ' \ § t' i 0-4 r ----_ `r➢ STAIR Jv BATH i /, /� J. 11 /i / �C/1.Ll11lJ1lJ1.//� _---- -- - i- I .� -- - /• 5�_•. `I� _ WALK-IN •J' � _ slo CL ! IRW /�� / j `tea• / y - � JG. /i �," ; _ _ -yam' �//i/i// _ = 1 '� � �• - / - t` �-- BEDROOnN=r2 !_o BEDROOM=3 /l1777���77 1!7//17�.1.Ll1.LL.�777/,- i f i --- - -- --- - - --1:-_ - -- NOTE. ALL SIDEWAL.SPRINKLERS ON THE SECOND FLOOR SHk BE.00ATED AT 0'-1'BELOW THE CEILING i' )) i� H1 I)RAI''RI DI'til(i�A PI UNIT#M UNIT Vi - - - - --- ---1 itl)kru,Pk7 HYDRAULIC DESIGN CRI1 ERIA SECOND FL OOR FIRE Density •O5 FIRE PROTECT/ON PLAN Spacing VARIES K Factor 4.4 SCALE.-14"-1-0" hose Alowance This System Is Designed to Discharge et a Rote of 05 GPM.per sa It of Floor Arec Over o Remote Area of 2 Sprinklers wher Suppliec wltt Ncter at the Rate of 32.6 GPM of 4- PS of the FP 050-a Nal'5 L _ SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION '.All!�li:e I..atk�:a�arc tP be=ieiel rt casu!ed pne;to falriCaho^ V hE.her or net Indl�1:t d or.tbr.'cra+:Ines.L':c foll•.v,inc iiems are t,;it ,r1 ed: DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN I sprinkler p FP NEW SYMBOL DESCRIPTION SYMBOL DESCRIPTION and irs.allatirnl.•)'t.1C.'�rini,ler Car„ractnr. •-Ic a(Cabinet.�:�r(r 11e�,ris ar.�,1ead t1•rer�n.e;!�P rF,+, PROJECT:KINGFIELD DEVELOPMENT M > -ch\ r �.necli r !! �' Y l MY,R:JLICaEFEiENCE°OF' a RUM C:4MPE4DEVTSPRNWI?YrKa*C151Ga SMRA32'S L"J '.All oimEr!�ian; o ire we: to end -P•l YISIC!1S,ar Hushing C:.r tl.uans ar.r.�rairinr o•.a..F•lpe 0 O REVISIONS: DACE: ADDRESS:INTERNATIONAL DRIVE , ,<<C. OGENa'EA '9 t:,•-3 L:,ATK»IT,E_M'0P�s-s CONTRACT#:0000 3.>~ial�temt,_•:atjrc t1ea.;s are to be(iei:i inst3ll�N•her�•eyulreC -Irspecto?s test Cor,;leCGo!:shall be p;evidcd for each.syste!r � � CITY:RYE BROOK STATE:NY ZIP:I 0573 ,LQ v I••al E_,ATIONAMEF15•_,:L0DR Q• REAu-Grit mvREswxsE eaNcmnPcomspcmv v v Klu Cra Itim 9%swots �.L. 4.All pipe,end hi+^.!Jens are t;L ma:alieu pe NI-PA t, -tydr-)ufic identification prates a NF P!+`!3 requj:'ed signs � CLIENT:THE WARJAM GROUP PHONE:1914)761.250 Q 5.Gridded wet systems shall provide it relief val:'e per NF`PA i Uj� U io-ol E�rATI0N0'OPOFSI3 CONSTRUCTION:WOOD LTD. ■ ■ O.Ali rev:piping is to b�hydroslaficalfv teiicd a!riot less than?00p,i It is the building ownefs resocnsibillty to provide ad2q,Pate heat fo all-jrea_in the # l ® 03AGfIGF• I RE,WB•E'F'RES1'4.SD-_YMIrtW¢��tTA-SOerfo-_S'RIVt.ER'7!PT.K=:1.:QI)DEGRcLSlt: 17' ADDRE55:5 INTERNATIONAL DRIVE•SUITE 1 14 for dour<_.or of 5,Npsi in excess of the rnoximurr,prr,sUre ouddinr p,.3,ected by a.v:e!ypn sprinkler syiiter,;and,for all v,•atpr fdied supp lv-Apo valves i I f COtP011FGE*DTCI•4W r x OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZIP:10573 when tfic rnaxlmu �'!r t:rzsure tc be n:ainiairzd I:In E\ccs�of'Sups• vid o.stem risers:0 dr t;pf-systems. F�I� ,RUUP RE 7•�'?JCKRE_�-OVOIT'ALSC31ALISM(4IT'F•Si...CMCD GREE 511rR,t_ SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457Cq 7.•;,t icF:o er'.1:1C del 2 is tec;Ui;ec l:en dr,\ste n c lunge Fx eee, Ai:pies-ufe shall Ue tnainfairer!or:all dry t• s'.'ems ar a z aEtiRqst>ow\ T P:860.632.8053 F:860.632•B054 p y)pe.)� y pprpv�o a(dur.,,.tIC air s1 p7g7ry1 � DATE:1 111 112020 FIRE SPRINKLER CONTRACTOR CONTAC. /7 'it)C gallan5 ver N.FPA l.s compressor or plant air system specfficali,approved for and C2pable cA au orra1cally Fp �P PPE RLSRMR.- `? mceutrRrscxw-11FrPE�owlsFxtNn1�^+Pr.r•tsg'>5}t,1�sn.Tw,�ss.wRF;tint�tst WWW.MACKFIREXOM Big R.tvFPA 1:sF,apply'a:requirPc plain;au:n r,the rer;uirad air press.Ir pROFESs�GPI:ECMEDCoLPJW&`lM PORT CHESTER DESIGNER:TDDD DEIJSLE PHONE:14131 53O.551 0:051:1 PRV;KAtJEJST►YI:C: TOTAL THIS SHEET:• TOTAL THIS JOB: AHJ.FIRE MARSHAL E•MAIL:TDELISLE@aMACKFIRE.COM LICENSES: CT:FI.4029) MA:SC•120494 RI:000347 FIELDWORK COMPLETED: August 29, 2022 FILED MAP REFERENCE: Sub di vision Map of "Kin g frel d" F.M. No. 29210 filed August 30, 2018 Subject Lot:100 Known as 5 Jasmine Lane Common Area 4 Town of Rye Tax ID: Section 129.025 Block 1 Lot 1.47 "NOT BUILDING LOTS" R=573.00' Fence L=28.84' Legend CRw Patio w/Fence Fence AC— Air Conditioning Unit ©— Sewer Cl eon ou t Patio Patio CRW— Concrete Retaining Wall ® — Curb Stop Water Service ®— Electric Box ®— Electric Manhole — Gas Valve -- Light Pole ©— Telecommunication Box 1 ®— Transformer Pad Q— Water Valve w w 100 (0 p m 00 102 CO . LoUi LOLO 00 co bo CO Area= 2,451 Sqv Ft, fi /) lilt ,, To date, no Title Report or Abstract of Title has been provided. This survey is subject to aSEP � 2022P Y 5 current, up to dote Title Report. VILLAGE OF s YR_ _3r��3v�: Property corner monuments were not placed as © ILDIM-:3 D­R,RT p�jr--NT � part o is survey. �..�r_....-.. ..._M__.... IL Pavers Walk This mop may not be used in connection with a Pavers Drive Drive "Survey Affidavit" or similar document, statement As Built Survey or mechanism to obtain title insurance for any subsequent or future grantees. Stone Curb T " C Yp.� Lane i or addition to a surve R=658.00 �smrne� Unauthorized alteration L=28.84 Y. ma bearing a Licensed Land Surveyor's seal isUnit1 P 9 a violation of Section 7209, sub—division 2, of J • the New York State Education Law. �sm��e ane F,"eWared for Access, Water & Sewer Ease. Per F.M. 29210 mesnuAccording to NYSAPLS policy adopted Jonuory 23, (Asphalt Pavement) r 1993, the alteration of survey maps by anyone other than the original preparer is misleading., �iltll8te �i'� tie confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors To wn of Rye shall not alter survey maps, survey plans, or survey plats prepared by others. � Westchester County, New YorkT E i rM1i � 2 DatlotAu t 3 2022 ' = 0' � ENGINEERING, SURVEYING GRAPHIC SCALE Elmo, P . ` LANDSCAPE ARCHITECTURE, P.C. 0, 20' 40' 3 Garrett Place Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—96 90 • Fox (845) 225—9 717 A -$ I T New York State License No. 050749 www.insfte—eng.com DOCUMENT CQ 2022 Ins•ite Reserved.Engineering, Surveying & Landscape Architecture, P.C.P.C. All his 0 Rights (IN FEET) 16227.20 1 inch = 20 ft. Lot MapsfLot 101.dwg