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Home My WebLink AboutBP20-133PERMIT #.(� SECTION j2 TYPE OF WORK JOB LOCATION OWNER Q5C CONTRACTOR EST. COST VCO # TCO # DATE:�i6.90aP: 7 t? 20 % LOT 1_ s FEE4 LoIO / DAT FEE DATE _.. INSPECTION RECORD DAT FOOTING "'�✓ FOUNDATION 2� - FRAMING RGH FRAMING INSULATION PLUMBING celf RGH PLUMBIM1ICy GAS ®� SPRINKLER ELECTRIC LOW -VOLT I�J ALARMAS BUILT FINAL �ar•�= w/77`rrished OTHER APPROVALS ARB BCT PS ZBA OTHER AS-BUILTIFINAl. SURVEY REQUIRED PRIOR TO FINAL. INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT p0 39/l�akl Neb►-asky s "-j o1oqe Mack Flo - cc Le 10 �� Mp as l =)0—a0e4j 974er,Dr► se €leC4• ie,01 Ca�JfcSO/4S Pal-1/o/`��l Co��-��cc?jqlj0a/ c THIS BUILDING MUST BE POSTED WTM A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; Y PRIOR TO THE ISSUANCE OF A C/0, AS REQUIRED BY NY STATE LAW. VILLAGE bF RYE BROOK WESTCHESTER COUrY, NEW YORK \t>: 21 -194 Certificate of Occupaucp This is to certify that 1� I r r L L C of, jR\Jf- having duly filed an application on Yc�420__Cg L requesting a Certificate of Occupancy for the premises known as, Lac)' , Rye Brook,NY, located in a U 0 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.s o- issued o�Q 20 0�b, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the New York State Use Classification of: 2- '-3 z 6yle - film for the following purposes: 41ached Sf n C1 I e, fo 1 v Yvc I I Val ' r 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 height shal be made,nor shall the building be moved from one location to another until a permit to accomplish such change has be obt on 'lding Inspector. Building Inspector,Village of Rye Brook: Date: DEC - 9 2021 tL4 w a J./V l~yV4 VV`Lir VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S. Rosenberg (914) 939-0668 Christopher J. Bradbury www.tyebrook.org TRUSTEES BUILDING& FIRE Susan R. Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 9,2021 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains, New York 10604 Re: 21 Jasmine Lane, Rye Brook, New York 10573 Parcel I D#: 129.25-1-1.65 Mechanical Permit#20-098 issued on 7/29/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building& Fire Inspector /tg y VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Paul S.Rosenberg (914) 939-0668 Christopher J. Bradbury www.tyebrookorg TRUSTEES BUILDING & FIRE Susan R Epstein INSPECTOR Stephanie J. Fischer Michael J. Izzo David M. Heiser Jason A. Klein CERTIFICATE OF COMPLIANCE December 9, 2021 SC Rye Brook Partners LLC c/o Warjann Croup LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 21 Jasmine Lane, Rye Brook, New York 10573 Parcel I D#: 129.25-1-1.65 This document certifies that the work done under Mechanical Permit ##21-110 issued on 7/28/2021 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building& Fire Inspector Ag p E �3fi For office use only: DNOV 2 2 2U21 BUILDING D�FiiaMENT PERMrr# p/33 VILLAGt OF RYE BROOK ISSUED: -/- -010 VILLAGE OF RYE BROOK 8 KING STREET,*iYE BROOK,New YORK 10573 DATE: //-4pa_a) BUILDING DEPARTMENT (914}939-Q6 }939-5801 FEE: r PA1DX _- � n .or APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK AND PRIOR TO THE FINAL INSPECTION #tfitiitlif#R!1►#q##i►q##►t#►#►#f##t►q####f#►##!#►Nitlttt#tt►#tt►#t►ti►flit►ttltttf►tt!!►tiNtt####ii#♦ti4#ftt##it#gttt! Address: ItJ M,-Alt Lk 'Ll- t-W 10SI? ft N If T' g3 Occupancy/Use: l 5 Parcel ID#: i 2-6 .2S ` ` -W Zone: p tt NO Owner: SC eqk BUOiZ- P>,r t,*6 LUC Address. L1� 325 1-1-&,PtAt+sS P.E./R.A.or Contractor: Sit,ti M LCPA1 LU,1T Address: Person in responsible charge: � IL 1 'h� pl LN L AdiA" �M l ress: � ffkys Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance ofa Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YOM COUNTY OF WESTCHESTER as: Wi l W AM je l W L-- being duly swum,deposes and says that he/she resides at �'1 lC "Al) (Print Name of Applicant) ,, f (No.and Street) in ,in the County of Ol f e_fr W-�_b in the State of 6 T that (City/town/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 77�� ( .191 for the construction or alteration of ► wc�c � 6(f_Ahu-_- 1Ptqrn f u4 Deponent fitrther states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful foran owner to use or permit the use of anybuilding or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly, in its use or structure until a Certificate of Occupancy or Certificate ofCompliance shall have been duly issued by the Building Inspectoras per §250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this Sworn to before me this day of ' � , 20 c4_ day of I�` , 20� r- ai(.A- �- ,"_'3 Ij Signature of Pope ter Signature of Applicant wIt-1. I AM 0"I Lt foal s5 GAjt U,c0A4 Print Name of Property Owner Name of Applicant Aw�2 Z - Notary Public Notary Public TRISHA MA TINEZ TRISHA MART EZ NOTARY PUBLIC-STATE OF NEW YORK. NOTARY PUBLIC-STATE OF NEW YOR'r, No.01 MA6331843 No.01 MA6331843 Qualified in Dutchess County Qualified in Dutchess County My Commission Expires 10-19-2023 My Commission Expires 10-19-2023 �E BRnv� • �9a� BUILDING DEPARTMENT UILDING INSPECTOR �p 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 ' Z r N ``t,' DATE: t -- PERMIT# �40 ISSUED: --�?--�SECT: BLOCK: l LOT: LOCATION: Y`t�-t ��t ✓`� i�� 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 I p L.P. GAS l ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING FOSS CONNECTION ALHER o`` tim w 1932 BUILDING DEPARTMENT UILDING INSPECTOR r` ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK I❑CODE ENFORCEMENT OFFICER 938 KING STREET. RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- l Q S-� k �lj F �'"� DATE: ✓ PERMIT#—]Z'R' ISSUED: L� 29,CT: S BLOCK: LOT: I LOCATION: r-'�u �rl�vv�- 1 lac— OCCUPANCY: I !� ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION SITE INSPECTION r REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ fUNDERGROUND PLUMBING NOTES ON INSPECTION: [f ROUGH PLUMBING %'❑ ROUGH FRAMING Cl INSULATION ❑ NATURAL GAS ❑ L.P. GAS _ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING CROSS CONNECTION ❑ FINAL ❑ OTHER �E BR��. O� 2� cu � • '982 BUILDING DEPARTMENT "A'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 n ebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �\ t �J �.,- -�`�� DATE: p 2� Z l PERMIT#aR ZD" (3a ISSUED Zr SECT: 122 ,1 BLOCK: I LOT: LOCATION: 10 � ut, `r� �, OCCUPANCY: Z I J ❑ 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 t ❑ FUEL TANK " r'�'�L -� �� ❑ FIRE SPRINKLER ® FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER v �E iiR�j� • '9�2 • BUILDING DEPARTMENT ❑BYILDING INSPECTOR 91'ArSSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - i-' U ADDRESS DATE: PERMIT# 1 X � ISSUED: SECT:QS 2 BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ,d ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION �f REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION I 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 cn t. En Q AIO Ln it z a cd 04 C o 4.4 �s ,r Ac BRC�j�' U� tifi '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR X101CR-oDE SISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ./ ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - -- - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- - - - ADDRESS: ` -` Cy L`� DATE: � j f PERMIT# ` ISSUED: �� ` " SECT: 1 BLOCK: LOT: �� y� r � G LOCATION: � `� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPEC/T�ION REQUIRED D` 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 oil�k. 2� - BUILDINGDEPARTMENT � 2 TKO ❑BUILDING INSPECTOR PSSISTANT 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 :- �� -�, W DATE: 21 PERMIT# ? L ISSUED: 12 SECT: 2 S BLOCK: LOT: LOCATION: 1 OCCUPANCY: Z ❑ VIOLATION NOTED THE WORK IS... ACCEPTED CI REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E 4Rcb,� O� Z� .Fo BUILDING DEPARTMENT ❑BUILDING INSPECTOR [ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET. RYE BROOK,NY 10573 (914)939-0668 FAX (914) 939-5801 www ryebrook.or>; - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - -- - - - - - ADDRESS: � � �� `�' DATE: PERMIT# 6v ISSUED: ECT: BLOCK: LOT: LOCATION: �C- � � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ,A(-=e r"' ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING h ❑ INSULATION , II ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑voTHER QyE DRC�� BUILDING DEPARTMENT ❑ UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT QFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - r DATE: ADDRESS :_ { l RMIT# ISSUED. SECT. BLOCK. LOT. LOCATION: (-3) (in� � S OCCUPANCY: 2 �o ❑ VIOLATION NOTED THE WORK IS... v ACCEPTED © REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTE_S ON INSPECTION: ❑ ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS "V --- ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL Q OTHER e QyE BR��' BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ,,,,X ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryLbrook.org - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : -Z r2 LCNf � Y� 'DATE: PERMIT# ( 1S UEDD: 'j 2<11 JE T:r `• V BLOCK: LOT: It (S LOCATION: U 61 ( -)� OCCUPANCY: (c) ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED IrFOOTING ->('5 S 44� QA�S� (❑ 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 ............ 13RC��Z u, 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 w ryebrook.org - - - - - - - - - - - _ - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :- I � � � V�� DATE: PERMIT# ISSUED: LOCK: LOT: LOCATION: .� G1 1 , OCCUPANCY: 1 , ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ® REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION UNDERGROUND PLUMBING }�� NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING 3"r� ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHERS -�� 1 v O u4 aJ 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR p'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.nyebrook.org - - - - - - - - - - - - - - - - - - - INSPECTION REPORT -- - - - - - -_ - --___ - - - - - - ,ADDRESS' � �� I DATE: PERMIT# 13`� ISSUED: 1 SECT: l BLOCK: LOT: LOCATION: } 6C`c OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING I7 FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION 1 ❑ NATURAL GAS 2 �.5 '�CUv - nn� \17 ❑ L.P.GAS ❑ FUEL TANK - - - ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E I3RQj�• O� Zm w � �7 198.2- BUILDING DEPARTMENT UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - --- - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - -- - ADDRESS• rDk 7 -z' I Z _�/`�- l DATE: cT I I o t-z -� z-3 - 3 PERMIT# k�L4L t ISSUED: %--_SECT: BLOCK: LOT: LOCATION: C wt OCCUPANCY- ❑ VI NOTED VIOLATION L N THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION O A O ❑ SITE INSPECTION f REQUIRED ❑ FOOTING ❑ /FOOTING DRAINAGE [Y 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 w � '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.rygbrook.or - - - - - - - - - - - - - - - - -- - - INSPECTION REPORT - - --- - -- - - - --- -- - -- - ADDRESS :— 'f - R' `j U t DATE: I PERMIT# � - `' ISSUED: 7 � 1 ?$CT; �� 2 BLOCK: LOT: LOCATION: OCCUPANCY: 1 ❑ V40LATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION Er SITE INSPECTION REQUIRED ❑ FDOTING OOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.F.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BUILDr� �RTMENT D Vim, E OF RYE BROOK 938 KING 5' 1 ET RYE BROOK,NY 10573 FEB 2 6 2020 (914)93 14)939-5801 VILLAGE OF RYE BROOK - - BUILDING DEPARTMENT *r*rrrrtt***ts*+st***r*rtr*ttt*s+s*ts*ss*ts*s*ts*rt*sssss*s*s*s***tssst*ststrt*t*t*+*+s*srs*rsrr**rrsssrr+s FOR OFFICE USE ONLY: Approval Date: 111 2 ermit# a() - 133 Application# Approval Signature: ARCHITECTURAL IEW BOARD: Disupproved: ; Date: BOT Approval Date: Case# ; Chairman: PB Approval Date: Case# Secre ZBA Approval Date: Case# Other: Application Fee: Permit Fees: t Z �' �5 sssssss***tssssrrrs*r*ssssssrtsssssrtrtrrrrsrs*rrrr**ssssss*sss�ttsrsssrtr►rrrs*rrsr*srrrssrstssrssssssr•*s EXTEERIOR BUILDING_ PERMIT APPLICATION Application dated "_x is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Pcrmit for the construction of buildIngs,structures,additions,alterations or for a change in use,as per detailed statement described below. I. JobAddress: Z i Tf7Siyrr� L ptil�, /Ly�C �2DU iL ti !05 3 - %t�v3 2. Parcel ID#: 12 g1 -Z S !!5 Zone: Pun 3. Proposed Improvement(Describe in detail): S'144 1-k PwwiL LI S TAGE-l�r! Dwki-Lrl'11-1 W17-y a i�15� � HS �Gns� nth l�14�'Al7/� 4. Prop rtyOwner: Se eyti 9f2ooA'-' PA(a_r JCA25 L L4 Address: W A-QTA`N! P._'" 5 fl�s►��, T�®�k` I�� Phone# 414 Z2*-5.o.�s / Cell# 1) J4 2 2 q -5D5L. e-mail List All Other Properties Owned in Rye Brook: IJUI� Applicant: Address: Phone# Cell# e-mail Arc hitect: Address: Phone# Cell it e-mail Engineer: Address: Phone# Cell# e-mail General contractor: SC Rye Brook Partners LLC - Jeff DuBois Address: 5 International Drive Suite 114, Rye Brook NY 10573 Phone# Cell# 914-224-5056 e-mail tl) 3/21/19 8 0 WCA C 16 � r _ z rl 14 co � 4 x ac 4 IT z � x Q 46 rn Q pp w I BUILDI D AID,, MENT t VILT,A E OF RYE I R�OK OCT 3 0 2020 -� 938 KING, EETRY-E BR'O�'_Q,,K,NY 10573 �- (914)9 914�939-5801 VILLAGE O� RYC BROOK ,'� E31.18!_D1NG nEPARTP,1FNT www�G�.ht'oo'.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY 131'#: ![ Z �J EP#: c z-&b`7 Approval Date: NOV — Application Fee: $ Approval Signature: Permit Fee: $ Disapproved: Other: (fees are non-refundable) Application dated,ZO p7�j' i70 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. r� 1.Address:�'I IAl[ ( SBL:/�� . �/`4 4S Zone: P(�[� 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 10573 Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, New York 10573 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino@enterpdseelec.com Company Name: Enterprise Electrical_Consulting _- _ Address: P,O/Box 713 Rye, NY 10573 4.Proposed Electrical Work/Fixture Count: Pb/!U T37 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 o{individual si min_as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to 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 Fite Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this p120*h Sworn to fore me is 20 day of QG-� ,20 day of Cta er 20 Signature of Property Owner S' ure of Applicant De is M. Fortino �t�ttu77tnrrrrr Print Name of Property©caner Print ame of Applic ,N.�`�N is o Notary Public of Public _ :9pQVACtF F13t316j p CQMNp N�.A 7 7-07 tit-fkp Nry. rrl►nnntttt :i�.i _ - •�- -—.�ice:.�-�v.:�.-_� ��-��---- ,ze.. ._ .: _.� _. Westchester Rockland Electrical Inspection Services Inc. ne: 914-347-3595 p C. DO NOT WRITE HERE-FOR OFFICE USE ONLY 4.3 North lawn Avenue �. � Fax: 914-347-3596 Elmsford, NY 10523 BUILDING PERMIT NO. TEMP# DATV 1 JCU� Q U o O-1 C=E � ZIP(.O TOWNSHIP COWNTY STREET ARID NO. � � POLE NUMBER i BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SEC $LQCIS� LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWN 'SJIAME AND ` HOME TELEPHONE NUMBER �� I ---= CURRENT SUPPLIED Y 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 b - BASEMENT 1"FL. I s 2-FL. �- ,y u V 3-FL- 1LLr1 C OE E ,. BUILD N? REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED. IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED 10 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-1 ADDITIONAL i' EXPOSED❑ CONCEALED L3 MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD L] UNDERGROUND Q - I —L - LL- AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATIONMAY BE RET RNED. NAME OF COMPANY 1 DATE OF APPLICATION SIGNA E O APPL /U X STR ADDRESS TELEPHONE NO. X / CITY SCE Y , 12370LICENSE NO.WHEN APPLICABLE /I i WESTCHESTER ROCKLANO ELECTRICAL �� 2 �021 INSPECTION ! SERVICES,INC. VILLAGE OF RYE BROOK BUILDING DEPARTMENT BY THIS CERTIFICATE OF COMPLIANCE TH Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc Sc Rye Brook Partners LLC 254 Sylvan Lake Road NY. Hopewell Junction 12533 Located at:21 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1031665 Section. 129.25 Block: 1 Lot: 1.65 BDC: Permit Number: EP:20-209-BP:20-133 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 21 Jasmine Lane Rye Brook, NY 10573 Basement ®1st Floor 122 2nd Floor 3rd Floor ®Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11/10/21 Name Type Quantity Receptacle Convenience ------- 71 Switch Single Pole ------- 53 Fixture-Luminaire Incandescent ------- 17 Fixture-Luminaire Undercabinet 4 Fixture-Luminaire Recessed ------- 39 Cook Top Gas 1 Dishwasher ------- 1 Exhaust Fan ------- 5 Furnace Gas or Oil ------- 1 Electric Room Heaters ------- 1 Bell Transformer ------- 1 Dimmer Low Voltage ------- 14 Service Disconnect ------- 1 Continued on next page This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. WESTCHESTER ROCXLANO ELECTRICAL INSPECTION AVRElaSERVICES'1111C. OUR GOAN, BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc Sc Rye Brook Partners LLC 254 Sylvan Lake Road NY, Hopewell Junction 12533 Located at:21 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1031665 Section: 129.25 Block: 1 Lot: 1.65 BDC: Permit Number:EP:20-209-BP:20-133 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 21 Jasmine Lane Rye Brook,NY 10573 I ®Basement 12 1st Floor 0 2nd Floor ❑3rd Floor ®Garage ❑Attic ❑Outside Other: i Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11/10/21 Name Type Quantity Hot Water Heater 1 Cable Homeruns -—— 3 Phone Lines --- 4 A/C Unit --- 1 Air Handler i Sump Pump ------ 1 Panel 225 amps 1 Receptacle GFCI ------ 12 Smoke Detector -- 3 Carbon Monoxide Detector --- 5 Microwave ------ 1 Refrigerator ------ 1 Disposal ------ 1 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. ' This certificate is valid for work performed before date of inspection only. e WESTCHESTER 01 ROCKLAND ORE 10)ELECTRICAL INSPECTION SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc Sc Rye Brook Partners LLC 254 Sylvan Lake Road NY, Hopewell Junction 12533 Located at:21 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1031665 Section: 129.25 Block: 1 Lot: 1.65 BDC: Permit Number: EP:20-209-BP:20-133 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 21 Jasmine Lane Rye Brook, NY 10573 0 Basement d 1st Floor t5l 2nd Floor 3rd Floor ©Garage ❑Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 11/10/21 Name Type Quantity This Certificate has been approved by Westchester Rockland Electrical Inspection services. This certificate may not be altered in any way. ',V7 This certificate is valid for work performed before date of inspection only. 1 cr, i M F J � • ' CS C3 � # � N r••, .••r W t, ^- 1 • n w k tn3 w r 96 tn cc C64 z � v w wco 00 96 r Q i c t! 1`�J •.15� O F 28 o F T'MENT NOV 1 l 2020 �UILDITi �El'AI2 VILLAGE OT{RYEtOOK VILLAGE OF RYE BROOK 93$KING STstEIJTRY _B oo�C,NY 10573 BUILDING DEPARTMENT {9i4)939,'0658 RX .91 939-5801 w'w4vA^-yeb-•ciokt.org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP H. p?D y�3 PP#: C o - 119? Approval Date: NOV 1 Permit Fee: S �7� 020 Approval Signature: Other: Disapproved: (fees are non-refundable) ik:!ck:kk:?YCM7;eMkxx;::at�:r::k',:g�::Fx.kiFkR%k»r•K.k:i�e.1=.s F�sk�f�F>k�Yk#�Rk�kFiTsxk3a=-RKk7�i"�3*�XX#*kM�M*Fx�+r-�%t::k��7#k��xx-k� Application dated, 7 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 ill be in conformance with all app ' able Federal,State, County and Local Codes. 1.Address: t} t SBL: •aCJ '�' Zone: � 2.Proposed Work: b O1r. w :+f1 Wtl 1 Aw n i 3.Property Owner: -9f- bfook- ` [k�I"t tTS'�LC Address:4 W2'`yli` ^ ( AIC Ylf= Phone#: C1 1q-•-j8) - Q-600 Cell#: 011 q-- )4-�Qa t F21 I emaill:: ► is & ®coA e>P►, 4.Master Plumber: Address: Lic.#: Q JO Phone#: Cell#: 15-783'-46C I r� 'email: in %(X }t3m . am. Company Name:hJeb ;L-pi1. i;ynL'):`l a �'G�1�ar D&w, Address:101A ��t l�� TF•t#3� }^- oe\C&e. �*i qW INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other' Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 IstFloor 1 r1 n 2nd Floor `A 3'a Floor d- 4'Floor 5wFloor- Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 00 321/19 STATE OF NEW ,YORK U,COUNTY OF WESTCHESTER Plly J�J'�il.? ij�►(.(� -,being duly sworn,deposes and states that lle/she is the applicant above named, (p in ri naine of individual signing as the a piiraiit) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the CQ��(fJl`1 for the legal owner and is duly authorized to make and file this application. (indicate architect,Contractor,agent,attomey,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and flint any work performed,or use conducted at the above captioned property will be in conformance with the details es 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 --3 ( Stvom to before me this_ day of L C 20,2() day of / 20 O Signatu f erty Owner Ss atu t t Print Name of Property Owner Print Name of Applicant Notary Public A Boyd Notary Pu ti 1Pttbkp.Sew of 1w York No.0=6166307 in weachesw county CommWa Ex' M—21, �oai 3 This application must be properly completed in its entirety and must include the IIVLa ="T*at +MV 8w W&,. the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signet/ shall be cleeEned null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No,01AB6378708 Qualified In Orange County My Commission Expires 07-30-2022 -'- 3/3 t/19 B U 11L t'AR y'1VIlE 1liT NOV 12 2020iV1 L R i00K 938 KING NY 10573 VILLAGE BROOK(914)93rs68 39-5801 811©NG DEPARTMENT �ti��v'.t'V�'fii'pc54�':�oi•� �i:rr.r.=f:exaa4:r:=r.n ie ie ie r.iei:i:Yi:ie3::er:r.iei:neile ie io ie ds it e�fe rxxnia de ie it ie iex ie ie i:rie r.ie it ie ie r.frxr.zi=<xie 3::4rtrx Yicftr.irir r.r.:r 1rr.is it is f-itfr:i ie it St iR*{r AFFIDAVIT OF COMPLIANCE VILLAGE CODE 216 ° STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST SEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY =qER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL HE RETURNED TO THE APPLICANT. STATEPOF NEW YORK, COUNTY OF WESTCHESTER ) as:O i' residing at, 9 IL�%4L Ln 9%t3oq6 �04 RCWIS (Print name) (Address where you live) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that(S)he is the legal owner of the property to which this Affidavit of Compliance pertains at; T as ynir\,C Lh , Rye Brook,NY. _._ (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. (Signature o nip wner(s)) a ItFte- �)v0G,( S - - Sworn to before me this 3 si day of Lt , 20 -9- / (\rotary Public) Christine A Boyd NoLmy NM,SMU of Nm Fork No,01 166307 in V&whwa County 3 Commisdon E*m May 21, 3/21/19 co wr Chi N L rn w F M o W r, Ira !� \E- a 03 00 00 E-0 0 ) %P� Z� Z a . co 0 ON 03 43 qd9 ,t o Nwa. V � Z E• Q .: - ems —c ° � Saw-, .10A, -.0 .2.os U O Z con 0. c(r r � StEc � : � U Q � C � •�, 3 o ecb� ... • U' 00 Vol ~ 4 O v w _ DCO � BUILD,�IN bkA-Rj-MENT VILL E of Rv , oK FEB 13 2020 938 Kirvc 0 TT RYE B t 10573 (914)9 91 39-5801 VILLAGE OF RYE BROOK wwai BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: ryry �n.��(��Q Approval DAM Z 8 �D�J '#: — ��'� MI'#:�+'—r Application fee:$ 75 Approval Signatttt•e: _ _ Permit Pees:$_ a Disapproved: tither: ��*x�,x�,�*xx,xxxxxxx*x,�xxxx, ,�*xxxxxKx�,�K•�*xxxx, ,�x*K�:**��:��*�,��*, ***�***��,�, *��, **�**, , , ��, �,��*��* Application dated: - -L"} - is hereby made to the Building Inspcetornl'the Village ol'Rye Brook NY liv the issuanc:eol'a Permit to install a Fin; Suppression System as Ivr detailed statement dcscrihed below. 1. Job Address: -a1 :.�� - -R—yrM Parcel I.D.: taq 'IS--t 1 .6 S Zone-! U 2. Proposed System(Describe system in detail including,suppression agent): AM„xankler � �4�1L, �hml��t.eu4 _t cslc�lrrCx 3. Number&Types ol'Dire Sprinkler I leads: HFS _ 4. N,Y State Construction Classification:5B N.Y.State Use Classification: 5. Cost of Installation:$ j*-'S c+C) t(ost shall include all labor.materials.fixed eyuipment.prokcssional tccs.and materials and labor which may he donated gratis.) 6. Property Owner:-1L Rtie_ zroo --Address:S Phone# Ll R)qr-a Cell# - email:-- -- Applicant:Mgt_1_ ifs rc�1c_ct.ar-a ----------------Address: 1 Val FiQV Picwc Phone# ,.f �Sa )5�-_Cell# Ul _-. l.a,. — - email: Architect/Engineer: T�. \VQ . (,u\kk\lQ , i lac r1 Address:519 a,,.,lbmc -• 4!6414c- S>•00h2j'7 N c3 oataq-I%Q-+ ('hone# 'S�S�QId� ('ell# —--- ----- email:' (&r t)sul ,ja —, e-om General Contractor: L>'--, ddress: ?,m..,,,,,k p,Menur Pa t VAN 5G4 Phone#_{ M!5-cM6 Cell# email: l 118.16 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. STATE OFNEWYORK,COUNTY OFWESfClWSTER 1 as: _U, tom. __,being duly sworn,deposes and states that he/she is the applicant above named, (pnnl i ame ntindmdual 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 -Mod-lZ Fire_ 'ire 4AAF?-tCW-% toe 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 trite 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 belilre me this Sworn to helbre Inc this day of , 20 day of '?,� , 20� signature otPropertV Owner Slggnaaul of Applicant 1�i..l r+ati de �N Y56+nRl�JG r— Print Name ol'Properly Owner Print N me otApphcant Notary Public Notary Public MICHAEL SILVA NOTARY PUBLIC MY COWASSION EXPIRES OCT.31,2022 118.16 a , i U �• rn X to ' Q78 is ; 0F+i C IM oE (COO ' � Q �Vj� �• to w US �D w 0 cc c r v w. ols z y � ; 0 cm o cc ICI U 0 % > .y E o' Q M z M a� _ U u c $ 0 � • Z U. 06 F y H H V ® U CL. E E : E. O 0 w d `� o a Cti U = W F as = Q m 061 -4 m ram, x° BUIL MENT 12 V E OF RY K ED 938 KING ET RYE BR NY 10573 (914)9 9 39_5801 ,�, A 0 APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: HP Cam'( — / 10 Approval Date: -I ��MR Oa ! 4 Permit Fee: $ V� Approval Signature: Other: Disapproved: (fL-es are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLWNC'E: 1. Properly completed&Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor s Liability Insurance.(Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form(Form#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment of Fees/Unit: RESIDENTIAL=$100.00/unit COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required) 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, 7 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the 11VAIC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws,codes,rules and regulations. [[ 1. Address: 1 J A s r t y% C 1!ane, SBL:��q - 1-I• (05 Zone:_ PU 2. Property Owner: i s 8t t d k Address: Phone#: Cell#: PI Z-1-6794- 0.5 W email: 3. Contractor:_ �. � ,,4.J _Address: Phone#: Al- S Cell#: email: 4. Applicant: t -d Address: Phone#: � y ^L 416 Cell#: email: 5. Scope of Work:New Installation Replacement{ ) Removal( ) Other( ): 6. List Equipment: 7e K dFi,✓h e- 7. Location ofEquipment: f e rtt. 8. Method of Installation/Removal(list 1 equipment needed to perform job): ) t l�1 / fit t a C � r I i/21/19 TATOF NEW YORK,COUNTY OF WESTCHESTER ) as: Jo,, . .--r ,being duly sworn,deposes and states that he/she is the applicant above named, (psin 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 t^gM41, _C,4_0 y-1 for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attomey,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 1 -1 .20 j% Signature of Property Owner Signature o pplicant h--/0 JAw I Print Name of Property Owner Name of Applicant TRISHA MARTINEZ Notary Public NOTARY PUBLIC-STATE OF NEW YO otaryPublic No.01 MA6331843 Qualif ied in Outchess County My Commission Expires 10-19-2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/21/19 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EA Up TO SELL4 • Up to 96%AFUE in upflow and Horizontal positions, Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C.and cabinet air leakage less than 1.4%at 0.5 in.W.0 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 • FIPJ" primary heat exchanger • Stainless steel secondary heat exchanger INratrallan and pnaoWaphs are only representative. • High temperature limit control prevents overheating Some product models may vary • Direct ignition with Silicon Nitride ignitor • High ualil corrosion-resistant,prepainted steel cabinet r WARNING EAMR TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury. air death,and/or property damage • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm)High,for ease of Installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit Is • Innovative knobs for easy door removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas, with propane gas conversion kits available • Four position-upfow/downflow/horizontal (lefVright) installation oEststi • At least twelve different venting configurations • Through the casing flue pipe for c ounterflow or horizontal �� applications with accessory (order separately) • Concentric vent available Tl+ r °`•q T I F��`° • Self diagnostics with super bright LED t 3 J • Slide out heat exchanger and blower assembly � rear I LIMITED WARRANTY* 78% � or. 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limited , CERTIFIED warranty • For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for c••a e•ne,ar C-OW TM Maori,,naoda• m•nuMnura•WDCVM—m the p.9— Fa other applications. ftrw vl cwbkah � ,,,d a,d mod um po,a-ahr dvacler,era Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow 1@.5 In.w.c.(125 Pa) Inches(Millimeters) Lba(Kg) 9 0261408 40,000 96.0% 0.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 0) 120(54) 9 0401410 40,000 96.0 -5 625-905 35 x 14-3/16 x 29-1/2(889 x 361 x ) 123 55) NgMSE0401712A40.000 96.0% 9 .0 650-1050 35 x 1 -1/2 x 29-1 889 x 445 x 750) 1 4 1 NgMSE0601410A 60.000 6 -11 0 5 x 14-3/16 x 29-1 889 x 361 x 7 12 (57 _W91TM-06-01714A 60.000 96.0% 95. % 650-1420 x 1 -1 x -1 889 x 445 x 7 ) t44{65 s 0801 1s a ,- 96.0 10-1 x 1 -1/2 x -1 (889 x 445 x 750) 154(69) N9 S 0802120 80.000 96.0% 95.0% 1335.1970 35 x 21 x -1 2(889 x 533 x 750) 162(73) N9MSE I00 114 100, 00 96.5% 915-1 545 35 x 21 x -1/2 889-x 533 x 750 169 76 N9MSE 1002120 100500 96.6% 95. 134 -2065 35 x 21 x -1/2(889 x 533 x 750) 169(76) 9 1202420 120.000 96.0% 95. 13 10 5 x -1 x -1 x 622 x ) 186(84) 9 14 2420 140.000 96.0% 94.4% 1290- 035 35 x 2 -1 x -1 889 x 622 x 0) 190 186J spedacirions are subiecl le thane wnhaul nab". 440 11 4403 05 12/3/18 i NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 /230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation •Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated, weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra protection LIMITED WARRANTY* r' Thm e%S7a�rt`w�W to • 5 year compressor limited warranty v. �•,, a °°op'-� Hmiftw • 5 year parts limited warranty (Including compressor and �,6� thhee r rer efficKvxN �� coil) dwgn9 and ak lbw irWuaors Failure to mrAon prgw dwrge aril AIM may re a—--w elkie" -With timely registration, an additional 5 year parts limited acid~m BQLnprr t"¢ warranty (including compressor and coil) * For owner occupied, residential applications only. See in King warranty certificate for complete details and UL �S CERTIFIEDommusad restrictions, including warranty for other applications. LISTED Use of the AH91 cenifietl TM Mark,ndreates a ,nanutacturer s partiopeion r the program For wrA,caton of certftation fp ncnouei prOouCts, 90 tc w ah,4recta- Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship/Operating Number {tons) BTU/hr Ampacity or Breaker height x width x depth In.(mm) Weight Ibs.(kg) NXA618GKA 1" 18,000 11 8 20 28-11/16 x 25-314 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3,/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 2'1 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 36,000 175 30 28-5/16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3'/1 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 261 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/ 120) NXA660GKB 5 60,000 32.4 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/127) Soeoerahons S.I]t0d to Charge w^hoW.nol 421116201 05 5/17/19 W,, estchester D [ CIEWED go�:co�n AUG 13 2021 George"thner VILLAGE OF RYE BROOK County Executive BUILDING DEPARTMENT Sherhta Amler,Nil) Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13345-21-DCDA Application for Backflow Prevention Device Kingfield Development 21 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 VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/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(a)-westchestergov.com . Respectfully, Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. IOsp. — Rye Brook File , ., :. .•, �, ,�U�„ ,) REUSE RECYCLE Department of Health 25 Moore Avenue Mount Kisco,NY 10519 Telephone: (9 t h 8G i-7 296 Fat: (91 A)81:3.1691 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. Lod No. 13345-21-DCDA Facility: Kingfield Development City, Village, Town: County: 21 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): F 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. P. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. A F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner NEW YORK STAre 3EPARTMENT OF HEALTH F"Pirt3h""f:�fa-er4uppryPr Report on Test and Maintenance �*Pr'a Slafe?late-Cwnine Toaror Room 111. Allberryr,NY 12237 of Backflow Prevention Device Please use a separate form for each device. , For oe year Inttlal taist Complere erthr9!orm 0 Anne'est.Gamplete Pert A Dryly Water 3utipry C C.. A000u,t No. Cot. Mock Lay I Facift Alamo \ \ fj [ LOCihan Jevtt ra b� � adclr.,:iQtMP se.sy car-j Device ! {{ Information i s Type RPZ Model Size(in inches) Serial Number Chock Valve Na_1 lth.*Vahro No-2 Dftnitndeil r msaure Relief Lim Pteesum � YhFe -- Test Leaked Leaked �--,.{ p� K�f !1 t * before Glesed right Cttued-fight_ram_ � Qr roparr - L��1QE Pressure drop across first check valve{ M�-_paid D Y I apah'e am Repaired by malertow Name uaittk — Licit IData repaired: M 0 Y Final bid Closed tight Er Closed tight �� Opened at I I'IN paid RM Preaaura drop across flrai G check valve Z pyM �j -O Water Meter Number Meter Reading Type Of Service:( pre) 9 Domestic Fire. 9 Other Remarks(D-c be de6aiarrdpe;WfPaasea outtata bWare the dmdce-eannecWris hehwan the device and potrrf of angry.w"olnp w k adequale atryapa,&W-) Car loamn:Pile device Lj meets, t] does NOT mart,itla requiramertta of art a ` to to containme device at the time of testing I hereby cerbfY tF n5 data m be cort.cL �,uri, `at °�., 13�F 3�l , Pant Name LW1111W Tager No. Siana re Fxpiratlan Dale Property owners{ ens agerre)oartificalion that felt was peftmwd. 1 Prurtrrafne - Talephane Certrrwatlon they inatrdbition is in accordance with the approved plaris. fro be canphpd by fits doAr engraver or wash ad ar wane, umpliecy t hereby rx*that tits inetebaba"is W accordantar wqh the approved pions. Nems Russell Palucci 1ME Engineer Date O °I 0 c1 Z- ! NY8 OOIi Log License Number 78721-1 phOt1e(845 )337-6040 m d Y Repreeendng rime 0 tu one, ansu Ing ng neers tSeacr76e mirror inelalleden chenga Address 140 Princeton Drive City Shelton start CT zip 06484 9igngtyl>j NUTIrr en aria wrrplinad copy to Nliy 0 *0er In ualor trte t7r a resiyt eptver2Enaen srete0rraa Iwntln 7arQnpveel faSm wf nnna irllm w . inReW Of t -NOVfLy 2021 tj BUILDING 'DEPARTMENT i 21 Jasmine Lane Rye Brook NY D ECIEHE D 2015 IECC Energy NOV 212 2021 VILUI DINGG fz Efficiency Certificate B .GE RYE BROOK BUILD nFPARTMENT 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: 95.5% Cooling System: Heil 4 Ton#tNXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: !1gl Comments Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti Address: 100 Mill Plain Road Credentials: Bpi Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 1309-21 Jasmine Lane Rue Brook Name: Kingsfield Development NY Address: 21 Jasmine Lane Rye Brook NY Address: 21 Jasmine Lane Rye Brook NY Rye Brook, NY 10573 Rye Brook, NY 10573 Phone: 914-224-3859 Geo-Tag Latitude: 41.048748 Email: finelagrano@warjamgroup.com Data: Longitude: -73.693441 Timestamp: 2021-11-09 10:05:57 Measured Leakage: 2.97 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Blower Door Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,567.7 (+/-2.8%) Effective Leakage Area: 93.9 in Building Volume: 31,682.0 ft3 Enclosure Surface Area: 3,382+0 ft2 Coefficient (C): 140.9 (+/- 19.8%) Exponent(n): 0.616 (+/-0.055) Correlation Coefficient: 0.99606 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 65 °F Post Indoor Temp: 65 OF Pre Outdoor Temp: 55 OF Post Outdoor Temp: 55 OF Altitude: 275.0 ft Time Average Period: 10 seconds Test Date and Time: 2021-11-09 09:34:08 2000 • Depressurize — u rn 1000 Y 900 CZ 800 -3 700 600 ° 500 m 400 300 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Ad9 Bldg-(Ea) Fan (Pa) Flow(cfm) Config Baseline -1.7 -60.0 -61.0 -59.9 -98.2 1,779.3 Ring A -54.0 -56.4 -55.3 -91.8 1,722.3 Ring A -48.0 -47.3 -46.2 -75.7 1,567.4 Ring A -42.0 -44.6 -43.5 -62.9 1,432.1 Ring A -36.0 -38.6 -37.5 -51.8 1,303.1 Ring A -30.0 -30.1 -29.0 -36.7 1,100.5 Ring A -24.0 -25.8 -24.7 -33.4 1,052.3 Ring A -18.0 -17.7 -16.6 -190.9 818.6 Ring B Baseline -0.5 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge_ DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (210), ©2021 The Energy Conservatory, Inc. Page 2 of 2 Building P erm"it Check List&Zoning Analysis Address: 7, L A Svc 1►�F LNG- SBL Zone v ' Use: Zl----> COILSt.Type: Other. Submittal Date: Z 2 (O 7-r-> Revisions Submittal Dates: Applicant S G t3 Nature of Work Gt Reviews:ZBA JUL 2 8 ?019 PB• BOT• Other. hTIP OK ll r ( ( ) FEES:Filing - BP: Zl 6 'y 3 C/O; -- ( ) (`Y APP: Dated Notarized: SBL •i Truss I.D. Cross Connection: ✓ H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long Shorn Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( )PURVEY:Dated Current Archival: Sealed: Unacceptable: ( ) ( PLANS:Date Stamped: ./ Sealed: ✓ Copies: _2� Electronic: Other. V ( ) License Workers Comp: Liability Camp.Waiver. Other. ( ) O CODE 753#; Dated: N/A: (-Y ( ) FUGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. (� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit N/A Other. ( ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:—Other. (� ( ) PLUMBING Plans: Permit Nat.Gas: LP Gas: N/A/: Other. (u (vY FIRE SUPPRESSION:Plans: ✓ Permit ✓ N/A: Other. (� ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit Fuel Type: Other. ( ) ( ) 20I7 NY State ECCC: N/A: Other. ( ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other: O O other: ( )ARB mtg.date: approval• notes: ( )ZBA mtg.date: approval• _ notes: ( )PB mtg.date: approval: notes; APPROVED REQUIRED EXISTING PROPOSED NOTF_S JUL 2 8 2019 Ama, Date:. - Ckd FmaW Front FronC Main Cov Accs.Cov Ft.H Sd.H/Sb Tot.Imp Ft.Imp Hst' /Stories: notes, Residential, Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: Z AS ✓`'-� P Fes- LlA Property Owner&Contact Info: Job Description:' ' For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq_Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Peunit Fee Basement= zg 6 sq. ft. x $65.00 = $ ��i x$I5.00/$I,000.00= $ Is'Fl. = LCLZ3 sq. ft. x $225.00 --$ 1� 3Z 7—S�� x + $I5.00/$I,000.00= $ & It 0' t 3 2"'Fl. = its Z sq. ft. x $225.00=$ Z 0-S, �'��. x $I5.00/$I,000.00 = $ 3�'3 iz.� Attic= sq.ft. x .$225,00= $ x$I5.00/$I,000.00 = $ + Total Sq.Ft. = 3)( sq.ft. Total Cost= $ ?� _ V�� Total B.P.Fee= $ Z •44 °Includes Attached Garage if Applicable. Total Amount Paid= Total Amount Due= $ 1 i 6 ` Date. JUL 2 S 2019 Signed: This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: I,V_1 0]d S"Pt,t-L- — 000—EXT&UIA Ji)ItI rs AL0_4tTkCTLt2lc— Subject Property=qZ/sjq.SMi,o, ' Lane SBL:10,;25-I/.y� Zone: 'PU D Please take notice that the subject; Cl/One or Two Family; ❑ Commercial, C�'New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; [I'Truss Type Construction (TT) C Pre-Engineered Wood Construction(PW) © Timber Construction(TC) in the following location(s); ❑ Floor Framing, including Girders & Beams(F) ❑ Roof Framing(R) e loor 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§iz65 for One & Two Family Dwellings. 2_�2_5,2- P-- �" Date Design zIZ5 2- (aate C ^a Pr Date Notary Public T ISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 p� CERTIFICATE OF LIABILITY INSURANCE °"T0»020 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). C PRODUCER CONTACT m NAME: ADM Risk Services Northeast, Inc. (866) 263-7I22 Boston MA office (IYC.ND.Eat): (800) 363-0105 y` 53 State Street o suite 2201 DRADE�ESS: _ Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAiC Nt POURED INSURER A: Navigators Insurance co - 42307 sc Rye Brook Partners, LLc INSURERB: Guideone National insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURER C: Starr Indemnity dr 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 requesW LTR TYPE OF INSURANCE WV POLICY NUMBER POLICY EXPLUaTS X COIMIERCULL GENERAL LIABILITY OCCURRENCE s5,.000,000 CLAIMS-MADE X�OCCUR PR EACH M HLNTa omurrence S100,000 EMISEVEDEXPfAnyonePerson) EXCluded PERSONAL I:ADV INJURY s 5,0o0,000 GENI AGGREGATE LI TAPPLIESPER; GENERAL AGGREGATE S5,000,000 PRO POLICY JECT LCC X PRODUCTS•COMPrOPAGO $5.000.000 OTHER: 25 n AUTOMOO&E LJABLM COMBINED SNOLE LIMIT ANY AUTO BODILY INJURY(Pat person) O OWNED SCHEDULED BOlrLY1NJUFtY(Per acddeml y AUTOS ONLY AUTOS HIREDAUTOS NON DWNED PROPERTY DAMAGE ONLY AUTOS ONLY Per accrdanl C LBMERELLALIM FOCCUR 1 0 S7 69 01 06! 0 11 1/ 1 EACHOCCURRENCE ElXCESSLIM CLAIMS-MADE AGGREGATE SS,000,000 D RETENTION WORKERS COUSINSATION AND PER STATUTE EMPLOYERS'LUUNLI Y OTH. YIN ANY PROPRIETOR r PARTNER'EXECUTIVE E.L.EACH ACCIDENT OFFICERAIEMBER EXCLUDED, N 1 A yet(NlAsnd"aryr inN er E.L.DISEASE-EA EMPLOYEE describeDESCRIPTION OF OPERAT)ONS below E.L.DISEASE POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.AddWartal Remarks Schedule,maybe attached N more apace le rpukad) maw yL CERTIFICATE HOLDER CANCELLATION SHOULD ANY Of THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE ►� POLICY PROVISIONS. Village of Rye Brook AUTHORIZEDREPRESENTATWE 938 King Street Rye Brook NY 10573 USA vuoss aJld+��itseiaR��itd' �/rsa r01988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(20161'03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Buildingl;ermit SC Rye Brook Partner,LLC pyrm;Ile Village of Rye Brook NY 1100 King St Ste 114 g y Rye Brook,NY 10573-1037 PHONE:914481-1531 FE1N: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,RLLI?or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that 1 understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: Date: A /-7.?oL p E10mptio ate Number 2 24 ` Ma 020 NYS Worke ~ nation Board CE-200 0 1/201 8 `a`oRo CERTIFICATE OF LIABILITY INSURANCE 04/1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements . PRODUCER CONTACT CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O.BOX 328 A'CONE' NNo EXt:888-333-4949 A/C No):507-446-4664 OWATONNA, MN 55060 E-MAIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURERS AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F; COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D DL SUER POLICY NUMBER POLICY EFF POLICY EXP LTR INSR MMIDDIYYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE 1XI OCCUR DAMAGE TO RENTED $100 000 PREMISES Ea occurrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL A ADV INJURY $1,000,000 GEN1 AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 XPOLICY uPRO ❑ L PRODUCTS-COMPIOP AO OTHER' lJECT $2,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 Me accident X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY CHEDULED S B AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident! HIRED AUTOS ONLY -OWNED AUT PROPERTY DAMAGE AUTOS ONLY Per ati en X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LAB CLAIMS•MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 p,,. I I RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY X PER STATUTE CH- YIN ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED, [71NIA N 6042338 05/11/2020 05/1112021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S1,000,000 It 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 he attached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 466 0 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4, ® 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD L4INEW Workers' CERTIFICATE OF ATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE B 1a.Legal Name 8 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 MIDDLETOWN.CT 06457-1501 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State, i.e., a Wrap-Up Policy) Number 04-3814418 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b, Policy Number of Entity Listed in Box"1a" 6042338 3c. Policy effective period 0 511 1/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all parinersloffcers included) 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: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: � �P"'� 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov DATE(MMIDDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 1/21/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME OTT AGENCY °N,a EXI (845)895-8873 u� No PO Box 659 Wallkill, NY 12589 ADDRESS ottxns2001@ shoo.cam INS URE RI SI AFFORDING COVERAGE NAICa _ INSURER Main Street America INSURED Total Comfort Inc ENSURER B National Grange PO Box 359 INSURERC National Grange 7 Ohara Rd INSURER D National Grange Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN 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 INSD WVD POLICY NUMBER MMIDDIYYYYI MWDDIYYYY LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 000 000 CLAIMS-MADE ❑X OCCUR PREMISES Ea Hi:occurrence S 500,000 MPU7919F 1/21/2021 1/21/2022 MED EXP(Any one person) $ lO 000 A X X PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY�PRO-JECT LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED Ea ewdent $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED B1U7919F 1/21/2021 1/21/2022. AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNER AUTOS ONLY AUTOS ONLY Per acc,dent $ E UMBRELLA LIAB OCCUR ]� EXCESS LIAB CUU7919F 1/21/2021 1/21/2022 EACH OCCURRENCE E 5,000,000 CLAIMS-MADE AGGREGATE s 5,000,000 DIED I I RETENTION$ $ WORKERS COMPENSATION - - - AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE YIN WCU7919F 1/21/2021 1/21/2022 1,000,000 C OFFICERIMEMBER EXCLUDED? F7 NIA EL EACH ACCIDENT $ (Maneamry in NH) E L DISEASE-EA EMPLOYE $ 10,573 II yes.describer under DESCRIPTION OF OPERATIONS below £L DISEASE-POLICY LIMIT S 1 000,000 DESCRIPTION OF OPERATIONS!LOCATIONS I VEHICLES (ACORD 101 Additional Remarks Schedule may be allached If more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS. RYE BROOK NY 10573 AUTHORIZED REPRF,�SENTATIV ,l / fJ t 0 1988-2015 ACORD CORPORATION All rights reserved. ACORD25(2016103) The ACORD name and logo are registered marks of ACORD o. Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHAR1 c.NYS Unemployment Insurance Employer Registration dumber of LTON MILTON NYY 12547 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State. i.e,a Wrap-Up Policy) Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 938 KING ST 3b.Policy Number of Entity Listed in Box"la" RYE BROOK NY 10573 WCU7919F 3c.Policy effective period 01/2112021 to 01/21/2022 3d The Proprietor,Partners or Executive Officers are included (Only check box if all partnersioffcers 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"1a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form, New York(NY)must be listed under ltgm_ A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box 2" Will the Garner notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the Insured is otherwise eliminated from the coverage Indicated on this certificate prior to the end of the policy effective period? ©YES ONO This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does nat amend. extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained In the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of Insurance only while the underlying policy is in effect Please Note:Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by WILLIAM C OTT (Print name of authorized representative or l,censed agent of insurance carder) �5 Approved by: (Signature) (Date) Title PRESIDENT 1/21/2021 Telephone Number of authorized representative or licensed agent of insurance carrier 845-895-8873 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www wcb.ny.gov KIN FIEL EVELOPMENT CLTER vv vv INTERNATIONAL DRIVE RYE BROOK, NEW YORK SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 NYS Uniform Fire Prevention & Uniform Building Code: -,,- 2015 International Building Code, 3rd printing 2015 International Residential Code, 2nd printing 2015 International Fire Code, 3rd printing � I 2015 International Energy Conservation Code, 2nd printing 2015 International Plumbing Code, 3rd printing ' 2015 International Mechanical Code, 3rd printing 2015 International Fuel Gas Code, 3rd printing 2014 National Electrical Code ��.� o oaoo oaoo � 2016 Uniform Code Supplement 1 I 2016 Energy Conservation Code Supplement I 3 I 2009 1CC 117.1 Accessible A Usable Building and Facilities Project Criteria: 25 JASMINE LANE 23 JASMINE LANE 21 JASMINE LANE Use Group: R-2 Construction Type: 513 FTHILS BUILDING MUST BE POSTED Area: 10,274 sq. . A PERMANENT CONSTRUCTION Volume: 90,141 cu.ft. TYPE IDENTIFICATION SIGN; V FR FINISHED BASEMENT NOT PRIOR TO THE ISSUANCE OFA C/0, APPROVED FOR USE AS ASEPARATE APARTMENT AS REQUIRED BY W STATE TAW. OR DWELLING UNIT 7 Thurston Avenue Structural Consultant PERMIT Newport, RI 02840 Cameral O'neill Engineers 117 Black Point Lane t 7oq- zz� L 6BL4 CordtsenDesign.com Portsmouth, RI 02871 401.619.4689 GATE APP E f MEP&P Consultant AS-BUILT/FINAL SURVEY R.W. Sullivan Engineering REQUIRED PRIOR TO ILDING I ECTO 0Itage of Res 600k lid 529 Main Street 0203 FINAL INSPECTION FEB 2 6 2020 C O R D T S E N Boston, MA 02129 DESIGN ARCHITECTURE VILLAGE OF RYE BROOK BUILDING DEPARTMENT" � FLI 313.17 G 312.42 G311.25 G311.83 FLI 307.67 G 306.92 5' FLI 2297.17 FLI 301.67 G 300.92 G 305.75 G 306.33� 55 G53 C 1 A FLI 292.67 FLI 294 67 G 296.42 G 299 75 G 300.33 G �o 57 C2 A SIGNAGE FLI 291.67 W/O G 293 33 C 1 23 25 Xl- SALES OFFICE t W/o' G 291.92 61 60 59 C t C2 A 21 X2-SALES PARKING ` X3-SALES PARKING+ G 290.9� 03 6' DR C2 IS 17 19 CLUSTER`�1 X[.-SALES PARKING~ /`1 13 e XS-SALES PARKING*.- 64 BR X to W 00 o, 1(6-DO NOT ENTER q 11 CLUSTER ro�n�,c� W 1 c(a o 0 X7-DO NOT ENTER DL BR , G Go_ m o c p 5 CLUSTER'( 3 ~N~ <oc rn.a NE oWu I TER AA CLUSTER HONEYSUCKLE lA gore P YL 33 O�_ °o Do C 19 U = m v CLUSTER v+ F L l 313.17 CLUSTER BB r„ 7 R CLUSTER GC ,0 17 L 3� G 312.42 FL 1 305 67 Z ^Z o` °L U gate to be �n lent 15 B L G 304.92 locked at a no in N n times 22 p H 15 Z L 31 fl 1 312.17 _Aen chanlink fence 18, O FLI 294 67 O B R m 13 G 311 42 ,(FT'C. o M Y R� gate � 27 79 G 293 33 < D C1 p 20 rcv+ LA B L F 5 67 rn p 3 .92 aq p FLIP 03.67 O g R � 13 C2 G 305 92 o Z c 1 1 ZL fll 311 17 20 G 292.92 y - M q Z R ,8 G 310.42 4 a6 -18 FL1306.67 Y > 'r° 25 81 G 294 33 O C 1 p c G 305.92 c r C 2 3D5 92 0 ,I A O n m > m N T A U Z n FLI 294.67 DR > m m C 7 YLO FL1310.17 W/O 18 p v� (1 g� FLI 295.67 1 306.67 A 18 p r G 305.92N' G 309.42 G 293.92 84 ; 23 A G?9a 33 305 92 45 `^ > C I a, 5 Z R ^6 m Z 9 " e C 2 �ha c m Z 305 92 ,mink tent 16 FLI 309.17 FLI z95.67 DR p � C I O G 29a 92 _. a 44 = n 3 5 G 3o8.a.. vi w/O 86 16 0 % 21 43 G 304 42 gate Y R=a o ;A 7 1 G 294.9'? r^ a C2 to n 14 Hate: Uj c n FLI 296.67 c0 d0 4^ FLI 305 17 maintain entire length of � �1 19 G�'95 92 C A G 304 42 �nternarional dove free FL 1 296 1 7 B L n 5 `rom dirt&debris at all W/o a_ B L 4 m 35 304.92 c N o I O �o �, .. ime5 / 6 A m f c` G?95 42 1 305.67 /"� 12 70 A G 303 83 \oc�� e��a c 30433 O a1 NO TRESPASSING e`` o``\G2`�`GaO�� J note CV 3 rt, 8 G 297.42 @ C`1 signs on all gate: `e0 `�o` FLI 29767 O DR 7 C2 C2 10 © Gd ��o e�. `.o` VVTE W/o 2 4 33 O sales FF 306.50 yOG eS�a S``�o FOR D14GRAMMATIC PURPOSES _C 38 G 296.92 O FL'298 17 oarking sF �' o. ONLY REFER TO CIVIL -*_ 89 G 297 42 DRAWINGS FOR ALL RELATED J O G 0 IS A G �• SITE WORK Q 0 r- B L p m �� c;st ;rc�r• LEGEND M FLI / 17 0 G � G 297 42 8 o A- "A"UNIT F--- O W/o Q C 1 BL P O BR-"B RIGHT"UNIT U +- G 297.42 O F 303.67 O BL-"B LEFT"UNIT LL +- C} 13 G 2.92 1p CI- "C"UNIT.MASTER UP O o ! C2-"C"UNIT.MASTER DOWN Z = Z DR-"D RIGHT"UNIT U L G 296.42 0 'y DL-"D LEFT"UNIT a- L 94 -5 ? C' F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT F iii °3 DR 8 0�. t'o C 1 �G,rl YL-'Y LEFT"UNIT U Q Q FLI'_'98.17 C2 0 Lij 0 F O z N ° 'P f 303 7 ` ZR-"Z RIGHT'UNIT tL U Q W/o FL 29717 O �2` p cn 0 G 297.42 G 296 42 00 a -,top,r G 302.42 ZL-'Z LEFT'UNIT 95 0 301.42 A `g mac` 'N/0-WALKOUT 6 �, C G q A O G 302 42 O <G G 295.83 FL 1302.17 •itop sigr• 'log nor,- O CI lGff ��A G 300 83 C2 ! L A 1 _5 G 296 42 4 P v `i� C I �O 34 e4, C' C ? FG 301?92 A f s , G 300 83 8 OF lGW gore rcr 'P F,Pil o nct FLI 297 7 '8 G-93 a2 ® CI,& e 9 -'3 consr9e i or i G?95 83 C2 2 e�W/o1 -itop it C 1 I ;"pd traffic only& i ♦_ FL,294 O 6 locked at oil O e 5 C2 G 293 4, �1 B L times � C T A cckt o Z O G 302 a2 W c� G'_95 83 A G 292 83 O 2 4 Gsl6�C ,1 G 300.92 O 3 FL 1 303.17 �7 o�G 10 C 1 FLI 301 67 Q �r c 1 0 G 302 42 O 12 I9 G 300.92 O c anti-tracking 1 ` C 1 A Q) G 289.42 Dad cco�` 8 �� 0 17 G 300 33 ~ >�� 2: 10 !G w VJ 103 c�0 G 301 92 A C 10 3 FL 1 290.17 i$ e G 289 83 pas/$rail/ _ ��/� O G W89oa2 C 1 8 gutP 0� ante =L 1302 6 C 2 8 I S r �// c� 78 FL 1 291.17 G 301 33 O G`'88.83 104 A G 289 83 O clack top ` ^` gate for:On,in,c!icr, VJ 160111, G 298.42 J •- FLI 288.67 105 6 ti entrance d,erit to be 15 1 O G 289 83 O t W/O �� unlocked&open durir 3 FLI 291 67 G 287.92 C2 JS~�' Construction aCli,.ify only A C 1 G�' at all other times his gate 13 76 G?90.92 fll 299.17 s V 109 4 C 1 /6 15 G 298 42 must be closed 8 locked A a c�G�l� DL �fr II G29183 G?9783 B L FL 1 293.17 2 7 G 291.83 `� GO PPP 70 G 292.42 FL 1 294 67 C 1 O G�J �y JS,`�� C2 blacktop C/ C 1 �9 G 293.92 � �� & 5 106 "SIFR/ A 63 % AQ G28942 P�/M 7 7 S C1 G bIc0iop� 17 G29783 1* J 7 C2 3 FLI 290.17 O S F B R ��GGG C 1 299 17 G W8O 2 12 C/(isl�R (�N F CtUST�R GG 3 1 L 18 FG1297 83 �JS~ 108 !� ! 5 A i G 1 G 288 83 C 1 10 CLUSTER EE O G 298.42 s D R 75 A 8 C�LISTER Ivy US C I G•. 1 10 O C2 6 C�USTFR FF 6 7 3 FL1 288.67 G 290.33 CLUSTER DD y W/O FLI 291 67 73 21 C 1 O F FLI 299 67 G 287.92 W/o 4 G 298.42 iG O G 298.92 G 29092 BR 2 �� DR ` G 290.92 71 rG BR FLI 29917 a W/o 22 FL W 3067 67 G 298.42 C2 Z G 292.92 05 2 FLI 294.67 �3 i FLI 295 67 W/O G 298.42 G 293 92 W/o r G 294.92 u UNIT G2 LEFT CAMERA•O'NEILL 5'_b■ _7■ CONSULTING ENGINEERS UNIT A UNIT GI MU R 16HT *0 Structural Engineering Design ios Clock Tower Square Camera/O'Neill Portsmouth,RI":an I 888-3o6.7Sy1 12'THICK GONG.FT6. Consulting Enq,neo,c 5'-415' 12'-4' 16'-2V REINF.W/05 BARS• 4 13'-5K' 12'O.G.Ei^I.,80T. r NEW Y 1 V CO COORDINATE • 3,_2■ 3'-�' q'-4 WATERPROOFING 4 t y FTr7 REIW GONG.FT6.REINF.W/•4 AND DRAINAGE W/ t r - W/ BARS•12' - BARS O 12'O.C.EA.,80T. ---- ARLHt DW65. 50.1 r 1 - 4j W Z161A a E 00 12'THICK GONG.FT6. O I I OL.E1•l,BOY. O I I --- --- 36,_7■ \ �• J i N c a REINF.WA 05 BARS• _ 0 12'O.G.EJ•L BOY, t L---J --- PROVIDE!INSTALL 1'�• �� ;�t 6- ;? p W U ¢ oI 10'VIA.REINFORCED j SIMPSON ASU44 OR ABU66 if W b SONOTUBE PIER,TYP. I , be WALL STANDOFF BASE!FASTEN `tea. 0:p W o- v C) ►- o c +S 50.1 (BDF.MIN.3'-6* S' 4' TO GONG.W/V VIA. I'-4' 4 1'-4' U = t 3 m '0 ---- ---- BELOW 6R- �,_1■ 1 p ANCHOR EPDXIED ROD(6'EMBEDJ 2,_�y ec U « ---[B.OF.-10_10']- ---- 12-3 50.1 U z a GOORD.W/ARCHL 11'-�' GONG.FT6.REINF.W/04 FT6.REINF.W/#4 ------ ---- -------- ---- ------------ -- I I BARS 012'OL.E.W.,BOT. BARS 012'OL.E.Y•L,BOT. T.O.WALL PROVIDE t INSTALL BEAM • ■� I TD.WALL O BEAM POCKET AND P.T.BEARING � I _,- I _� 12 THICK GONG.FT6. • I [-0'-51,'] - POCKET ---- I - - - - REINF.W/0'5 BARS- PLATE To AGCCIMMODATE r-------- -J - ---J 12.O.C.EX,BOT. ' 1-1'44] BEAM.PROTECT O i I 5 �' 10'VIA.REINFORCED b 'T 1 I I UNTREATED LUMBER WITH ° 1 I T.O.wALL•WINDOW I I 50.1 3'_2■ SONOTUBE PIER,TYP. tr I T.O.WALL O WINDOW 13UILDIN15 FELT,TYP. = I [GOORD.W/ARCHL] T.O.WALL I ."v , T.O.WALL 1 5 5 B.OF.MIN 3-6 BELOW 1 (GOORD.W/ 1 [GOORD.W/ARGHL] 4•L I [-0'-�,� L__- -___-__-_- I GRADE) (B.O.F.-10'-10'] A ARCHL] 1 cq'�rr---i r- 5 1 --------- - -- --- -------- ------------------------- COORDINATE I I 3 Gam- TD.WALL I PROVIDE 04x48' L r . WATERPRDOFIN6 I I -- [n---- ------ - r--------- --------------- -------- --------� 1 I AND DRAINAGE W/ IA60NAL REAR WD.F.-10'-IG'] 1 ---- I T RE-OVIRANT ARCHL DW65. �@ - l_- •� r A5L AB CORNERS. T.O.WALL J tip ( I T�'KAU TD.WALL I f x KET 1 16'-IO►: 3'�S' 14'-IV: TD.WALL I ' 4 O [-2'-33'.`] T.O.WALL O WINDOW 1 TD.WALL •' `T PROM r5 BARS AT 24'OL. I 1 TD.SLAB O I I I I VERTIG Y!HORIZONTALLY ELEV. -6 _ DOWEL INTO 6L To PROVIDE I I [GOORD.POCKET] 1 I [GOORD.W/ RGNt] I [GOORD.W/ I * - 05 lo wA11 I I Io'WALL I ARGHL] I VB2T.REINF. 1 1 PROVIDE t INSTALL)5' 1 SLAB DETAIL 41 PROVIDE!INSTALL h" z5 GAP AND BASE PLATES I'-10'FT6. _PLATES• ---' WATCOORDINATEOFIN& - v Z 1 SO.I O I'-10'FT6. 'SPRIN6FIELD GAP AND 1 I G3,S AT ALL GOLLRf15,T7P. �{ ` LALLY GOL11MM5 TYP AND DRAINAGE W/ I I 0 A 41 I v} ARGHt DW65. I N I I � 1 3• 1 4'NORMAL WT.GONG. �1 w 50.1 I I ! 50 2 SEE DETAIL -- 1 L- J I' I _ I I PROVIDE 05 BARS AT 24'OL O VERTICALLY t HORIZONTALLY 12iy: I 50 2 PROVIDE t INSTALL Y=GAP AND T CENTERED ON WALL.PROVIDE 14'-10 p- I I � f BASE PLATES AT ALL H55 1 O r'S DOWELS INTO FT6.TO MATCH 1 r COLUMN5,TYP.BASE PLATES I VERT.REINF. to Q I - I SHALL BE SUBMITTED W/STEEL r" --- T.O.WALL 12°THICK GONG.FT6. CN I I PROVIDE t INSTALL 14' I { I SHOP DRAWINGS •BEAM Q R NF*O.0 E34 BOY. 10"WALL WALL ' � I POCKET m REINF.W/04 BARS O • I 'SPRIN6FIELD'GAP AND 4• I I T.O.SLAB -- r z N BASE PLATES AT ALL T.O.L'gLL'r [-0'-51s'] _ t ELEV. -6 I [-I'"�:] 1'-10"FT6• LALLY COLUMNS,TYP. - @I COL o r THIGKEt�SLAB, I I i I T.O. I I SEE DETAIL I } I `�AB DETAIL cJ' I I (SDF.MIN 3'-6' N O.SLAB I I I 50.1 �� BELOW 6RADE] z I I ELEV. 1 4'NORMAL WT.GONG. r 0_ 1SO•I I I TYP I I T.O.WALL SLAB-ON-6RA IDE. - 6'WALL 1-- � L /1k\%,SLAB DETAIL 1 ( 3 Liz •BEAM POCKET SEE DETAIL I Q C3 _NAL_ 0 O ' PROVIDE�4x46" � I I T.O.TD.WALL � I 1 50.1 AT REENTRANT PROVIDE TYP O -- ZvATOR PIT SLAB CORNERS. I I 6.STEPS W/ 1 '-0' FOR ELEVATOR OPTION 3 1 PROVIDE CONT.04 BAR Z N ELF/TOR OPTION AT TOP OF I 4'NORMAL WT.GONG. T.O.WALL } I I TD. •BEAM APED COMINUOUS BEVELED HALL O Q �l I SLAB-ON-6RADE. 0 BEAM _O T.O.T(-0 I I I TD.WALL W/ARCH. 50.1 2'-5Y: SEE DETAIL POCKET - i 2x3 SHEAR KEY AT WALL Q- O I I 1 [-C'-5►4] P [-I'61',`] TD.WALL BASE F w I --- - ----- 20'-2' 7'-10' 0 SEAM POCKET ��• + -- -j di T.O.WALL - ---- -- -- f• t I ''li-< 2b p [-I'-(�','l ( I T e•BEAM w U Q i 4'J (B.OF.-10'-10') , _,�I 50.1 Q TD.WALL I POCKET I p PROVIDElINSTALLBEAM I I r--- ------- ---- -_-- 1• ---- - ----- - ----- ---- I 4 b •BEAM POCKET AND P.T.BEARING PLATE b - _ I 50.1 POCKET -- @� I OVIDE*4x48' _ AS REQUIRED TO AGGOM•iODATE 1 i I PROVIDE t INSTALL I �I PIT BEAM.PROTECT UNTREAIID , BEAM POCKET AND P.T. 50.1 ---- - ---- --------_ fn 11JP WITH BUILDIt46 FELT I BEARING PLATE TO SIM , ELEV. 10'�' SIM ,'] lsrD.F._IO'-10']- - D�1A60NA1 REBAR -- BARS AT PIER VERY. �', I = 1 - -- ---- -- -- AT RE-ENTRANT -3 - O I I PROTECT UNTREATED - I 5 M tp I 1 t SLAB CORNERS. - -- ` li I LUMBER WITH BUILDING I 5 II ( FELT IN THE EVENT OF SEPARATE IJ. I 50.1 O I 10'WALL --- --- ---- --------- i [5.O F-11'-10'] 7 Q I I 1 ! POURS,PROVIDE!INSTALL 05 I I - W/ ATOR \ m I I I 5 x 30'LONG DOWELS•12'O.G. 1 �{ 1^ f i 1'-10'FT6. `F76.STEPS W/ ��IDE!INSTALL I BE� I' I I " I SO.I VERY.DRILLS)!EPDXIED INTO 1 I 5LAB DETAIL ELEVATOR OPTION `M POCKET AND P.T. I POCKET I I'-0•, 1 12 THICK CONG.FT6. I I ?51M FDN.W/b'EMBED WALL 1 _ 1 50.1 1 ( i FT6.STEPS W/ BEARING PLATE TO REINF.W/M4 BARS 0 I I I I T.O. ALL I I PROTECT UNTREATED I I O + I SLAB DETAIL I 1 I SIM IELE TOR OPTION ACCOMMODATE BEAM. I (-1'-dS') 12 O.C.EA..80T. 2,_�.I I10 _�■ i I � 4 = SO.i 1'-10'FT5. 3- 4 -j 1 b •BEAM I LUMBER WITH BUILDING I I be WALL POCKET FELT,TYP. O [BDF.MIN 3'�7' -- I ' ! I 4'NORMAL WT.GONG. 50 I (-I'�il','] P- I SLAB DETAIL ! l I'-b'FT Z BELOW 6RADE] IU'WALL , '' ' 3 �' SEE DETAIL PROVIDE t INSTALL I p I m 50.1 .� 1 _ - 1 4'NORMAL HT.GONG. �5�O21 BEAM POCKET AND P.T. ' I 5 1 I j L----- • I I'-10'FT6. I I BEARING PLATE TO I T .WALL 1 a 1 1 SEE DETAIL ;l - I� T.O.SLAB ACC.OM MODATE BEAM. I . I •SEAM 1 4•SAL WT.C,ONC� t-µ� 50.1 O SLAB-ON-GRADE. �S SIM I c I � b'WALL ' i ( 1 � �� 'Q 1 'I I� � ELEV.-I'-0'• PROTECT UNTREATED 1 I O Q I W T.O.SLAB I ". I FELT I I 4 I 1 ' Z 6ARACPE DOORS L.0 BM WITH BUIL.DIN6 I O (-'-04] g I (�SEE DETAIL 10'WALL I PROVIDE(4)64 VERT. lar O I 1 I I BARS AT PIER TO.WALL I �ELEV.-1'-0 0 6ARA6E DOORS I Q I I �� I'-10'FT&. 1 1 I GOORD.W/ d�i T.O.WALL I n I I L "'' ( I I Q I T.O.0.SLAB Q ,[ I I ARf.Ht] F 1 [-0-51,1 I T.O.WALL I I ELEV,-1'-0'•6ARA6E DOORS I I 5 IN THE EVENT OF SEPARATE I I ►_- Q PROVIDE c 04 BAR T.O.WALL 1 1 -� tD I POURS,PROVIDE t INSTALLS I N I 50.1 CENTERED AT T OF WALL I, 1 (-0'-SV�'] T�-0�L I x 30'LON&DOLLS O 12'O.C. i I I I I t O GOMINUOUS 2x3 L I 1 1 I VBtT.DRILL®!EPDXIED INTO -- I I ca SHEAR KEY AT WALL BASE I I IN THE EVENT OF SEPARATE T.O.WALL FDN.W/6'EM 13M. I O •- I POURS,PROVIDE t INSTALL f 5 I �p - I IN THE EVENT OF SEPARATE I �- x 30"LONG DOWELS•12'OL. I 1 [-0-y'i9 - - ----- POURS.PROVIDE t INSTALL 05 1 ! 10•WALL 5 I VERT.DRII IS)t EPDXIED INTO ( b T.O.WALL _ 1 I 1 x 30'LONG DOMES•124 OL. ► FDN W/6'EMBED. T.O.WALL } 50,1 •DOOR I 6 WALL 3 VERY.DRILLED!EPDXIED INTO FT6. I v C [-I'-b'1 m S0 2 FM.W/6'EMBED. I `, � I ___ __ I I I Y 1 O O { TD.WALL TD.WALL --- -- -- -- -------J tD t Q T.O.WALL -_' T.O.WALL I I O t ■ I •DOOR o I I I DO 1 TD.WALL -- - - ------ ---- -- --- l r ri u� T.O.WALL c • m 1 .. �i _ _ _ _ __ ________ ___ ________ I r Q I _-___-__ - _---_-____ ----- -� I T.O.WALL 1 I- ------------ - - -J I ys. .`] 1 [B.OF.-4'•6'l 50.1 - - ----�.o.F.=a'�`�-- - ---- - 1 I I I OVIDE(4)84 VERT. I BARS AT PIER 1 L---- --- I l B T.O.WALL Q m I L---- ------- I I i 1 Q I rt I 50.1 50.1 [-1'-4`J _ 7 I ,• „'. 1 • I tlb'-3'COORD.W/ARCHL ---- SIM � I T.O.WSW.I� -i'-b`Fi£r-- y 10 I [-I'-4'] b'WALL 50.1 I l -- ---J COORD.W/ARCHL IOn' GOORD.W/ARGHL t4'-4r5' 14'-6' 5'-6' a ----------� 50.1 i'-10' q'-2' FOOTING SGHEDULE FOOTING SGHEDULE A FOUNDATION PLAN FOOTING FOOTING SGALEt I/4"=1'-0 �p TTAIS F0OTINS SIZE REINFORCING ATION PLAN-E6RE55 WINDOW ID TA& SIZE REINFORCING FOUNDATION PLAN NOTES, G. NOTE' (DME 2-O x2-0 xl2 THICK (3)04 EA BOT.,1/4°=1'-O' 2'-O'x2'-0'xl2'TIiIGK C3)N4 EJ^!.BOY. I. T.O.FIRST FLOOR SUB FLOOR SHALL BE CALLED ELEVATION O'-0' r ■ ' • 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OVr5,UIVER6ROUN7 F25 2-b x2 xl2 THICK (4)•4 E W.BOY. REFER TO INDIVIDUAL BUILDING F25 2-6 x2-b xl THICK (4)04 F W MIT. PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED F3 3'-O"x3'-O'xl2'THICK (4)04 EA BOT. T T ICAL,NEGHANIGAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS 4'-O°x4'-O•x12•THICK (5)+5 EA BOT. DRAWI NC 5 FOR DETAILS AND � ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 3. 'LALLY GOL"O-ALL LALLY C-OL.IN46 SHALL BE FILLED SOLID WITH CONCRETE ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, I GUr-OM,UNDERSROUND UTILITIES.PIERS,FOOTINGS,SLAB5, CUT-OUT'S,IMDER6RAR�UTILITIE5,PIERS,FOOTIN65,SLABS, ADD L INFORMATION AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH V THICK-JPRINSFIELDR GAP AND BASE PLATES AT ALL LALLY COLLIMN5. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHWGAL,MECHANICAL,ARCHITECTURAL AND 4• SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION!5PEGIFIGATI CIVIL,6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO GON5TR11GTION ALL OTHER TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. 'o 0 102'-0" iL 102'-0" ------------- % =� i I A[------- 1 +2 .17 O Mr-----_----,I ��s��a� Ilr---------11 ------------------------------------------------ I • IpIIIII I I I ' , ----------------- I IIII I LJ Z Z W 'u E P , IIIII I ------------------------------------ R? 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SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO SET FOR ADDITIONAL INFO BASEMENT FLOOR PLAN \ SECOND FLOOR PLAN �J SCALE I/8'=I'-0• 3 �J SCALE 1/8"=I'-0' Z Z uj NO E 0, uj ac :)-7 ao C 00 0�o Vs 4)C,4 L)a> u C(3c 7'o L 0,u Lu 0 5 U x 0 Ale 4p 2 TO SUBFLOOR - -—-—-—-—-—-—----—-—-—- - —-—-—-—-—-—-—-—-—- -—-—-—-—-—- -—-—-— _oT 0 SUBFLOOR 2 I ----------------------------------- o ,� o ao ' . oo - � � 1 SUBFLOOR z -—-—-—-—-—- jjk --—-—- -—-—-— IQ, L1.,L1lL1, TO SUBFLOOR 0 0 0 IRV �Q :III i 11: 1 1 I I I I > L------------------------- -------------------------i's L---------Jj-L----------------------------- Lu L T T————————— If------——————————————————— ———————————————————————— ———————— ———————————————————————————— II II r-1 IT. :: II F-T-41 : :: W, e'—') + L------iti L J --------- I I IL I J I-JI TO SLAB -—-—---T Ll -—-—-—-—-—-—-— S r -—-—-—i L, —-—-—-—-—-—- TO SLAB --—-—-—-—-— ro s L ------------- V) 04 A -------------------------------------------------------------------------- 0 UNIT TYPE*C2 LEFT' UNIT TYPE .1 RIGHT) L--------------L---------------------------------------------------------------- 0 CN '40 TE N o T E NO UNIT TYPE'C2 LEFT-) 081 < SEE/4"::*-()"SCALE DWG S)N'1:2-EFr, SEE/t.*-I'-()"SCALE DjVG S)N'A" SEE X. -0-it-ALZ DWG-S-)N-CI PIrHT- SET.=")I-ADDMONACINF-) > 0 SET;7(tP"lC-Dj-,t*,N NF) T T r-- AL SE =:-�P ADDI ONAL:NF-) NOTE Lli I 7C) SEE X.-= '-0-SCALE DIPJG'S_,N'r2 'F: Lli (1) FRONT ELEVATION SET;:-,P-'C-C)ITIONAL INF-) -4-- 0 0 SCALE 1/8'=1'-0. 0 z D LEFT ELEVATION E Lu SCALE 1/8"=1'-0" 0 < u- x LLJ LLJ u -j LL; (.01) LLj <u < V) 54-5Y2 10 3 ' z O 0 JkT 0 SUBFLOOR ......4. ................. z —-—-—- - —-—-—-—-—-—-—--- —-—-—-—-—-—-—-—-—-—-—--- JkT 0 SUBFLOOR 2v 1 2 ----------- ------ Lu Q) 0 0 �AT 0 SUBFLOOR —-—-—- 93 IRV —-—-—- JhT0 SUBFLOOR -—-—-— z 164v z , -Z � u V v - -::4l L---J L---J. J L- -J L- -J c: W j L----------i L, ------------ I I L-J —-—t sTO SLA B 11 s —— ----------------— - --- -- --- ------------- . --------------------------------------- - .............------------ J . - T --- --L------------------------------------------------ --L- -I- - ------------------------------------------------ LET ----------------------------------------------------------- L-------------------------------------------------------------L-------------j UNIT TYPE'EEFD081 UNIT TYPE W 082 UNIT TYPE*-I=RIGH-r 083 UNIT TYPE-C-1 RIGHT' 083 NOTE NOTE NOTE NOTE SEEX.-=IA`SCALE DWG-S ON"C2 LEFT" SEE 1'-0"SCALE DJVG s)N a SEEX,"=IA"SCALE DWG s ON RIGHT SEE X"=IA"SCALE DwG's ON PIGHT- SET FOR ADDITIONAL INFO SET FOP ADDIT:CNAL NF) SET FOR ADDITIONAL tNF.) SET FOR ADDITIONAL INFO REAR ELEVATION RIGHT ELEVATION SCALE 1/8"=1'-0" SCALE 1/8'=1*-0" DRAWING LIST KIN FIEL EVELOPMENT A0.0 SPECIFICATIONS A0.1 ARCHITECTURAL SITE PLAN NIT o■Clow R1 HT, 21 J MINE L NE A1.0 FLOOR PLANS Al A FLOOR PLANS w/ ELEVATOR 129 _ _ A1.2 FLOOR PLANS, NO ELEVATOR ' IN65 A1.3 ROOF PLAN INTERNATIONAL DRIVE A2.0 EXTERIOR ELEVATIONS RYE BROOK, NEW YORK A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC A3.2 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 S0.0 FOUNDATION PLAN Rye Brook, NY 10573 soul DETAILS S0.2 DETAILS S0.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING NYS Uniform Fire Prevention & Uniform Building Code: Sl A DETAILS 2015 International Building Code, 3rd printing S2.0 ROOF FRAMING 2015 International Residential Code, 2nd printing S3.0 SHEARWALL PLANS 2015 International Fire Code, 3rd printing 2015 International Energy Conservation Code, 2nd printing Homo HVAC LEGEND GENERAL NOTES & DETAILS 2015 International Plumbing Code, 3rd printing � H0.1 HVAC DETAILS 2015 International Mechanical Code, 3rd printing H0.2 HVAC SPECIFICATIONS 2015 International Fuel Gas Code, 3rd printing H1.0 HVAC BASEMENT FL OOR PLANS 2014 National Electrical Code 2016 Uniform Code Supplement HI A HVAC FIRST & SECOND FLOOR PLANS pp 2016 Energy Conservation Code Supplement HI o2 HVAC ROOF PLAN 2009 ICC 117.1 Accessible & Usable Building and Facilities E0.0 ELECTRICAL LEGEND & GENERAL NOTES Project Criteria: E1.0 ELECTRICAL BASEMENT FLOOR PLANS Use Group: R-2 El A ELECTRICAL FIRST & SECOND FLOOR PLANS Construction Type: 56 E2.0 ELECTRICAL POWER & TELECOMMUNICATION RISER Area: 3,382 sq.ft. E3.0 ELECTRICAL SCHEDULES Volume: 29,682 cu.ft. E4.0 ELECTRICAL DETAILS E5.0 ELECTRICAL SPECIFICATIONS P0.1 PLUMBING LEGEND, SCHEDULES & DETAILS P0.2 PLUMBING SCHEDULES 7 Thurston Avenue Structural Consultant P0.3 PLUMBING SPECIFICATIONS Newport, RI 02840 Camera/O'neill Engineers P1.0 PLUMBING BASEMENT FLOOR PLANS 117 Black Point Lane P1 A PLUMBING FIRST & SECOND FLOOR PLANS CordtsenDesign.com Portsmouth, RI 02871 401.619.4689 P1.2 PLUMBING ROOF PLAN MEP&P Consultant R.W. Sullivan Engineering FP0.1 FIRE PROTECTION LEGEND, GENERAL NOTES & DETAILS 529 Main Street#203 C O R D T S E N Boston, MA 02129 FP0.2 FIRE PROTECTION SPECIFICATIONS D E S I G N FP0.3 FIRE PROTECTION SPECIFICATIONS ARCH ITECTU RE FP1so FIRE PROTECTION BASEMENT FLOOR PLANS FPlA FIRE PROTECTION FIRST & SECOND FLOOR PLANS GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I ALE.CODES HAVING JURISD`CT ON SHALL BE OBSERVED STRICTLY IN THE CONSTRUCT ON OF THE PROJECT, FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH'HE CURRENT ACI BG7LDIIVGPAPEIt ASPHALT SATURATED FELT,ASTM D 226,TYPE I,15#OR T7VEK HOUSEWRAP MANUF.By llVSWWr7OUrSWIIVG/GLmQVGGLISSDOORS %*PANELS WITH,CLEAR)to'NSULA-0,ARGON FILLED,SOW-E, SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,C TV AND COLNTY BUILDING.ZONING,ELECTRICAL.MECHANICAL,PLUMBING 318,AND CRSI"MANUAL.OF STANDARD PRACTICE AND ASTM C-94.(SEE STRUCTURAL.DRAWINGS FOR MORE DUPONT,ON ROOF AND WALL SHEATHING.ALL NSTALLAT ON OF BJ LOING PAPER TO BE LAVED SUCH THAT AL_ TEMPERED GLASS.INCLJDE MANLFACTJ;ERS STANDARD SCREEN DOOR.IF UNITS SHOW MUNT'NS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN SOX 8 CLOTHES DRYER EXHAUST BOX SEALED TO GWB AND FIRE CODES.CCNTRACTOR SHAL_VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION&THEY SHALL OVERRIDE ANY DUPLICATE INFORMAT ON PROVIDED ON ARCH TECTURAL -'PS SHED WATER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVAT'ONiS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR&EXTERIOR SIDE OF GLASS,AL GGING BM3fi 10VSMEMBRANE.GRACE,ICE&WATER SHIELD,SELF ADHERED,RUBBERIZED ASPHALT SHEET BUILT N CABINETST 0 GWB .4< CONSTRUCT ON AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRICTION DRAWINGS). UlrOERLAY^"ENT.SEE ROOFING SPEC.FOR MORE NFORMATION. OIRECTL Y OVER AN NTERNA_ %SPACER BETWEEN THE TWO PANES OF GLASS 'MAIN'N W DTH TYPICAL.UNLESSSTAIRWAYS IN CONTACT WITH EXT.WALL SEALED AT GWB DOCUMENTS TO THE ATTENTION OF'HE ARCHITECT SIBM T COPIES OF INSPECTION REPORTS,NOTICES,ETC. L Ml7VATEO VEVEERL(IMBER(LVL).COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE OTHERWISE NOTED.PAINT WOOD MT"N U UNSED ON INTERIOR,EXTRUDED ALUMINUM LiSED ON EXTERIOR USE F REPLACE BOX TO GWB '0 OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRIiCTJRAL DRAWINGS. MANUFACTURER AND WITH NFORMA'ION CONTAINED N THE CONSTRUCT ON DOCUMENTS. THE DESIGN AND PATTERN AS NDICATED ON THE EXTERIOR ELEVATIONS. COMM'ON AIR SUPPLY DUCTS AND PIPES TO GWB FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESS,C,%AL EVTRYDOOR:Ih'INSULATED FIBERGLASS BY JELDWEN,SEE EXT.=1 EVAT DNS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB M ?NG'NEFR AND IN ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-UP LVL BEAMS TO BE SIDEL TES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283. 2. DETAILS AND SEC'ONS ON THE DRAW NGS ARE SHOWN AT SPEC EIC LOCATIONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM=ROSY DAMAGE WITH SPECIAL TER RESISTANCE AS'M=33,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 28,THERMAL TRANSMISSION: KITCHEN AND BATH EXHAUST FAN POOL SING TO GWB N GENERAL REQUIREMENTS'HROUlGHOuT DETAILS NOTED"TYPICAL'IMPLY ALL CONDI'ON TREATED ATTENTION PAID TO FOOT N Xo WA NGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING =RAMED USING HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OF TOYS"HICK, H R TER(CALCULATED). ELECTRICAL BOXES&CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE M NOR VARIATIONS. THE BUILDING ADHERED CONTINUOUSLY.WATERPROOF ADHESIVE,ASTM 0-2559-76.=B=2600 PSI,E-2,000,000 P5,STAMPED W T GRADE.MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED AST'"A-23. WfhDOW,•MANUFACTURER MARVIN INTEGRITY WOOD-UL'REX.SHALL.HAVE NTERIOR=ACTORY-PRIMEO WOOD WITH OR COATED WTH ZINC R+CH PAINT AS NOTED IN CONTRACT DRAWINGS KEEP DRY AND HANDLE WTH CARE TO FIELD-APMPL.ED PAIN'FINISH.EXTERIOR WITH FACTORY-BAKED EX`ER.OR PAIN'FINISH PROV DE AND INSTALL 12' AIR SEALAG MATERIALS-skE A COMBINATION OF THE FOLLOWING: 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROV DE THE BASIS=0R PROPER COMPLETION OF THE WORK L ALL FOOT NGS SHALL BEAR ON UNDISTURBED DRY SOIL.BEARING CAPACITY OF 4000 PSI FOR FOOTINGS& PREVENT DAMAGE TO BEAMS.COORDINATE WTH STRUCT.DWG s. GRACE"VYCOR PLUS',OR EQUAL,AT HEADS, AMBS AND SILL PANS OF ALL EXTERIOR WNDOWS;APPLY DIRECTLY'O CAULK-SEALS GAPS LESS THAN/2'WIDE SU4'ABLE FOR THE INTENDED USE OF THE OWNER. ANYTHING NOT EXPRESSLY SET=ORTH,3U-WHICH S FOUNDATION WALLS,3000 PS:FOR SLABS. PARALLIMPAR ILL S7R4MLlnWRER(PSI):COMPLY WITH THE INSTRUCTION AND RECOMMENDAT CNS OF THE SHEATHING,PRIOR TO INSTALLING WINDOW.PROVIDE&NSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-=1L_S.LARGE GAPS AND SMALL HOLES REASONABLY MPLIED OR NECESSARY=OR PROPER PERFORMANCE OF THE PROJECT.SHALL BE INCLLDED. MANUFACTURER AND WITH NFORMATION CONTAINED IN THE CCNSTRUCT ON DOCUMENTS. THE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION& BACKER ROD-CLOSED CELL%Am OR ROPE CAILK PRESSED NTO GAPS 5. COORDINATE J\DER-SLAB AND THROUGH-WAIL_PLJMBING,DRAINAGE AND OTHER RELATED WORK. FABRICATION OF THE PSL SHALL 9E AS MANUFAC-:RED By WEYERHAELSER ILEVEI...MODULUS OF ELAST CITY=CR -INISH OF HARDWARE 8 WINDOW ALUMINIUM PANT COLOR PRIOR TO ORDERING.UNITS TO HAVE CLEAR INSULATED, SEAMS SHALL BE,016,535 PSI,COLUMNS SHALL BE 914.880 PSI.Fa BEAMS SHAL_BE 2.900 PSI,COLUMN 2.400 GASKETS L. ALL DRAWINGS SHALL BE FULLY COORDINATED 9Y CONTRACTOR TO VERIFY ALL DIMENSIONS.LOCATE ARGON F LIED,LOW"t GLASS.WINDOW MANUFACTJRER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY BUIILJING WRAP- NSTALLED OVER EXT.SHEATH NG,SEALED WITH TAPE AT JOINTS DEPRESSED SLABS.SLOPES,DRAINS.OUF'S.RECESSED REGLE.TS,BOLT SETTINGS,SLEEVES.ETC. 6. CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. ^'SI.CONNECTORS'0 BE AST'A A-36,PRIMED.GALVANIZED ASTM A-123,CR COATED WTH ZINC RICH PAINT AS NOTED GLASS WHERE REQUIRED BY STATE CODE.AL-OPERABLE UNITS SHALL HAVE INTEGRAL SCREENS. F UNITS SHOW N CONTRACT DRAWNGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH `"INTIN ON EXTERIOR ELEVAT ONS PROVIDE MIINTIN BARS THAT ARE ADHERED TO INTERIOR 8 EX-ER OR SIDE OF SHEET GOODS-WOOD SHEATHING,GYPSUM WALL BOARD.RIGID INSULATION,TAPED EDGES - STRUCT.DWG's. SHEET METAL EDGES CAULKED 5 THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EX STING S TE ARFA=ROM FORMS:FORM"MATERIALS TO CONFORM TO AC 547,PS 1-74. PARALLAMPLUSP R/i/F/S7RANDLUMRER(PSLPLM COMPLY WITH THE INSTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERN&SPACER BETWEEN THE TWO PANES OF GLASS.%-MLWIN W OTH _ T M TYPICAL"JNLESS OTHERWISE NOTED.PAINT WOOD MU N-INS USED ON INTERIOR.EXTRUDED ALUMINUM USED ON POLYETHYLENE PEAS'C-EDGES AND PENETRATIONS TAPED AND SEALED DETERIORATION OR DAMAGE. RBWFORCL"VCBARS:DEFORMED STEEL.ASTM A-615,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED N THE CONSTRUCTION _XTER a WEATHERSTRIPPING-SEAL.MOVEABLE COMPONENTS SUCH AS DOORS.WINDOWS,FTC.. REWFORCENG�11-M-WELDED STEEL.W RE FABRIC,ASTM A-85 DOCUMENTS.PLUS PSL FOR USE N WET LOCA DNS AND S A FACTORY MANIFAC URED PRESSURE TREATED OR:JSE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CCN'RACTOR HAS`HE OPTION TO HAVE PRESERVATIVE PROTECTION PRODUCT. PROV DE PT PSL OF SE RVtE LEVEL 3=OR C GREATER-HAN 28%.THE THE WINDOWS DES VERED WITH'HE EXTENSION JAMBS NOT INSTAL-ED,TO MAKE T EAS EIR TO INSTAL..NTFROR MAST C-SEALS AIR HANDLERS,DUCT CONNECTIONS AND JOINTS 6. THE ARCHITECT/ENGINEER SHALL NO'BE RESPONSIBLE FOR T'~E SAFETY AND CONSTRUCTION PROCEDURES. CEMENT PORT AND CEMENT.ASTM C-150,TYPE I OR P. DES GN AND FABRICATION OF THE PSL SHALL.BE AS MANUFACTURED BY WEYERHAEUSER LEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE WNDOVI PROVIDE SHOP PR SHOP DRAWINGS TO ARCH TECT,FOR REVIEW. U.L 8 OR FOIL FACED TAPE-TEMPORARY SEALS AIR HANDLER,DUCTS-NOT ACCEPTABLE HE FA LURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE WATER:C TECHNIQUES,OR TLEAN.POTABLE AND NON-DETRIMENTAL TO CONCRETE BE ASTM A-36.PRIMED.GALVANIZED AS'M A-123,OR COATED WITH Z NC RICH PAINT AS'VOTED N CONTRACT OVFJUff.ADDOOR: SELECTED BY OWNER.PRIME&PAINT ALL SIDES.PROV DE SHOP DRAWINGS TO ARCHITECT ACOUSTIC SEALING GUIDELINES DRAWINGS OR THE REQUIRED CODES. AGGREGATE:FINE AND COARSE,NORMAL WEIGHT AGGREGATES.ASTM G33. DRAW NGS.KEEP DRY AND HANDLE WITH CARE-0 PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT. =OR REVIEW.GARAGE DOOR OPENER SELECTED By OWNER. ADMlX7VRES:AIR-ENTRA NED TYPE,ASTM C-260 AND WATER REDUCING TYPE A.ASTM C-494.ALL CONCRETE DWG'S i AIR-60RNF SOUND:WALS,PARTIT DNS AND FLOOR/CEILING ALSSEMIBLIFS SEPARATING DWE,LING UNITS FROM FINISH CARPENTRY AND MILLWORK 7. CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ILL NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED TO FREEZING 8 THAWING:696-896.OTHER CONCRETE:296-496. 7'1'PICALEX7ERIORWALL:2x6 WOOD STUDDS Q 16'o.C.,UNLESS OTHERWISE NOTED EACH OTHER OR FROM�LIC OR SERVICE AREAS SHALL,!AVE A SOUND TRANNSMISSION CLASS(STC)RA7 NG OF � C WORK.SUBMIT COPIES TO OWNER AND ARCHITECT. CONCRE7EMIX•CONCRETE READY MIX,AS-M C-94,3000&-000 PS;COMPRESSIVE AT 28 DAYS. TYPICAL LN7ERIORWALL.2x4 WOOD STUDS 0 16'o.c..JNLESS OTHERWISE NOTED FURNISH AND NSTALl THE FOLLOWING- NOT LESS THAN 50(45 F ELD TESTED)FOR AIR-BORNE NOISE. �(� ��A VAPOR BARRIER:LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2103. NOTE:NO NTERIOR F NIS14 WORK IS TO BE STARTED LINT L A WATER-TIGHT SHELL IS ACHIEVED. N4 DVTERIOR TRAIL:SELECTED 3Y OWNER. 4 8. -HE CONTRACTOR SHALL EMPLOY A COMPE"EN-SUPERINTENDENT WHO SHAL.BE IN ATTENDANCE AT-HE PREFORMED"NTFILLER:A ASPHALT IMPREGNATED FLEX CEL 2.S'RUCTUREBORNE NOISE:FLOOR/CEIL NG ASSEMBL ES SEPARATING DWELLING L TS FROM EACH OTHER OR * * THERMAL AND MOISTURE PROTECTION CLOSETSHELVnvcRBLRS.•SE,.Ec'ED By OWNER. PROUEC'SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRICTION SUPERINTENDENT IS DOVETAIL ANCHORSL07S 22 GA GALVAN ZED STEEL. FURNISH AND INSTALL'}aE FOLLOW NG: GLASSSHOR'ERENCA%WER BA77fMMRORS SELECTED BY OWNER. FROM PIBL C OR SERV CE AREAS SHALL HAVE AN MPACT NSULATCN CLASS(IIC)RA'NG OF NOT LESS THAN�C REQUIRED TO BE ON SITE CUR NG ANY CONSTRUCTION ACT`V'TY,INCLUDING WORK BEING DONE 3Y FLASHINGREGELn.GALVANIZED STEEL. K/71CHENA BATMCABINET.L'COUNTERS:SELECTED BY OWNER. (L5=1ELO TESTED)FOR STRUICTLIRE BORNE NOISE q 4 SUBCONTRACTORS. IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONS•BILITY TO FOUNDATION WALL F1N6SH.•AS CAST WITH THE FINS REMOVED.HOLES AND HONEYCOMB NG FILLED&=..1.511 CUT 2 THE FOLLOWING SPEC FICATION SHALL GOVERN WITH MODIFICATIONS AS SPEC FIED HERE N'ASHRAF HANDBOOK R[7C fEJVABATHPLUMBINGFLUVRESAAPPIIANCFS.SELECTED BY OWNER. O SUPERVISE ALL CONSTRICT ON ACTIVITY AND INSPECT AL.WORK CONSTRUCTED FCR CCMPL ONCE WITH THE TIES.RUB WITH CCNCRETE 3R CK TO SMOO'H PROJECT ONS AND ROUGH SPOTS. OF'zJNDAMENTAL S. ELECTRICAL FAnIREE SELECTED By OWNER. 3 OPENINGS AND PENETRATION IN CONSTRUCTION ASSEMBLIES FOR PIP NG,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FLOOR SLABS(EV7F.RIOIr'JFINLSH.•SMOOTH,STEEL TROWEL=INISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET MEAL Y COMPLIANCE WTI~ARCHITECTURAL SHEET METAL MANUAL'BY DOOR HARDWARE:SELECTED BY OWNER. CABINETS.3ATH',6S.SOFF TS OR HEATING.VEN'A"ING OR EXHAUST DUCTS SHAL_.9E SEALED._LINED AS REQL RFD. SMACNA MEDICINE C NNET,MEDICINE CABINET'0 BE LOCATED IN EACH BATHROOM(MC).SELECTED By OWNER. INSULATED OR OTHERWISE TREATED TO MAN-AN THE REQU.RED S'C RATNG OF THE ASSEMBLY. 9. CONTRACTOR SHALL BR LNG ERRORS AND OMISSIONS NM�CH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCl/ORBOLM/2 OIA(MIN.)PLACED 4-0'O.c.(MAX.)INTERMEDIATE SPACING M NIMUM(2)BOLTS PER PLATE INTERIORSTAW.-PROVIDE ALL REQUIRED STRUCTURAL.ANALYSIS AND DESIGN FOR SELF SUPPORTING WOOD ATTENT ON OF THE ARCH TECT IN WRIT NGAND WRITTEN NSTRUCTIONS SHAD BE OB'A,NED BEFORE SECTION,12'M N.FRCM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM-0 AS-M A 653/A 653M W T"ZINC COATING OF i.25 OZ.PER STAIRS. STAIRS SHALL BE SELF SUPPORTED FROM ONE FLOOR TO`HE'NEXT.ALL PARTS OF THE STAIR SELECTED 4.FLOOR ASSEMBLES THAT ARE CARPETED GENERALLY MEET THE`"INIMUM IIC REQUIREMENTS.FLOOR SQ.FT.AND 20%COPPER BEARING.24 GA.DESIGNATION G 90 HOT DIPPED GALVANIZED.MILL PHOSPHA_ZED. BY OWNER. ASSE BL FS W'TH-LARD SURFACE FINSHES SUCH AS TILE.WOOD OR VINYL GENERALLY REQUIRE ADDIT ONAL PROCEEDING WITH THE WORK.THE CONTRACTOR W L_BE-TEED RESPONSIBLE FOR THE RESULTS OF ANY M ERRORS.DISCREPANC ES OR OMISSIONS N THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR=Ail_=D STRUCTURAL STEEL BLUE-WONETERRACE•EXTERIOR IY2'BLIESTONE,RANDOM,RECTANGULAR SHAPED SLABS AT AL EXTERIOR ACOUSTICAL TREATMENT OR INSULATION-0 MEE'THE MINIMUM IIC REQUIREMENTS. H - FURN SH AND INSTALL THE FOLLOWING.AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION& L. NON-REINFORCED`LEX,BLE BLACK ETAS`C SHEET FLASHING 50'O 65 MILS THICKNESS SHAM COMPLY WTH TERRACES AND LANDINGS.AS SHOWN ON THE SITE AND/OR FLOOR PLANS 8 DETAILS.STONE TO BE SE'IN TO NOTIFY T E ARCH TECT BEFORE CONSTRUCTION AND/OR FABRCAT ON OF THE WORK THE FOLLOWING:SHORE A HARDNESS:AST""D-2240,TENSILE STRENGTH:ASTM 0-412,TEAR RESISTANCE: `MORTAR BED ON CURED.SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN W TH ARCHITECT PRIOR-0 `HEY SHALL OVERRIDE ANy DU PJCATE INFORMATION PROVIDED ON A�CHITEC"l1RAL DRAW NGS). AS'M D-624,DIE C-ULTIMATE ELONGATION:ASTM D-LIZ,LOW TEMP.BRITTLENESS:ASTM D-1149,OZONE 5.THE FIRS'ESSENTIAL=0R AIRBORNE�SOIIND ISOLATION USING ANY SYSTEM S TO CLOSE OFF A:R LEAKS AND/OR ORDERING.PROVIDE CONISTENTY2'MORTAR JOINTS,COLOR&TEXTURE TO BE APPROVED 9Y ARCH'ACT. INS`Aa. IO. -FIE CONTRACTCR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDI"IONS AT-HE u08 AGING:ASTM D-:149,HEAT AGING.ASTM 0-573. CONTROL AND EXPANSION UOINTS AS REQUIRED. FLANKING PATHS By WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL SITE SUFFIC ENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSJRE ORDERLY PROGRESS OF THE WORK. S7EELSHAPES,PLATE4A.NDBARS.ASTM A-992.ASTM A-36. EX7ERIORDOORANDWINDOWC SSG.CELLULAR PVC•AZEK OR EQUAL. 5/4 x6 JAMBS&HE INCREASE THE SOUND TRANSMISSION AT THE HIGHER FREQUENCIES.-�-,S CAN HAVE A DETRIMENTAL EFFECT ON RECTANGULARSTEEL TUBECOLUM/VS S'RUCTURAL COLD-FORMED STEEL,ASTM A-500,GRADE B. .-ADS w/ SCOTIA 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE &5/4 SLOPED CAP.2'HISTORIC SAL_.FIELD CuT TO FIT TLE REQUIRED S'ZF.REFER'0 FXT'cR10R E,FVAT-DNS AND THE OVERALL ACOUSTIC PERFORMANCE AND THE 5'C VALIE•'ARTICILARLY FOR H GriER ACOUSTICALLY RATED I CONTRACTORS SHALL MAINTAIN THE PREM SES CLEAN AND FREE OF ALL'RASH,DEBRIS AND SHALL PROTECT COLD-FORbgD METAL FA4MEW:C-SHAPED STEEL STUDS,18 GA.ASTM A-446. SOLDERED JOINTS 8 SEAMS ARE REQUIRED.INSTALL RED COPPER F_ASH'NG AT ALL CR P CAPS.DRIP EDGES AT DEALS FOR SPECIFIC_OCATICNS OF EXTERIOR'RIM. SYSTEMS FAIL LIRE'0 OBSERVE SPECIAL CONSTRUCT ON PRECAUTIONS CAN REDUCE'HE EFFECTIVENESS OF AIL_ADJACENT WORK FROM DAMAGE,SO L NG.PAINT OVERSPRAY,=TC.AL_-IXTLIRES•EQUIPMENT,GLAZING, STEEL PIPE:AS`M A 53 TYPE E OR S.GRADE B. RAKES AND EAVES.STEPPED AT ROOF INTERSECTIONS WITH WALLS.ABOVE EXTERIOR RUNNING TRIM.HEADS OF MISG E17F-R/ORTRIM:Ix THICK CE-LU1lAR PVC.AZEK OR FQL.AL. Ix CFL..ILAR PVC SHEET WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS. FLOORS.ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLE'ON OF THE PRO.EC'. ANCHOR BOLTS:ASTM A-307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER AL..DOORS AND ANY OTHER REOU RE 7 OCATIONS AS S WIDER THAN IYr.5/4 THICK PVC SHA 3F SFD AT.00AT DNS THAT ARE ADJACENT TO ANY WALL SIDING. BOLM ASTM A-325,X.DIA. REQUIRED TO PROVIDE WA'ERT GHT/WEATHERPROOF PERFORMANCE. =MELD CULT'0 FIT REQUIRED S ZE. 6.SYSTEMS SHALL BE AIRT GHT.RECESSED WALL=1XTURES SUCH AS MEDICINE CABINETS.OR ELECTRICAL, NOTE:ALL FLASHAGS SHALL-.AY SUCH THAT ALL LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS EWERIORRAMINGSANDKILLIWERS.SELECTED 9Y OWNER. TELEPHONE,AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES,ETC.,WHICH PENETRATE THE GYPSUM BOARD, 12. SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL,MECHAN CAL.ELECTRICAL AND SPECIAL ZED INSTALLA770N:COMPL Y WITH CURRENT 4/SC CODi-S AND SPEC F CAT ONS AND WIT•+ANNS'STRuC"I,RAL WELDING c = M CONSTRUCT ON.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT=0R RFVIFW FOR CONFCRMANC= CODE.AND CODE OF STANDARD PEACT CE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECTIONS JETA.LED N WORK FROM LOW POINT TO HIGH POINT. WATER-T GH',WEATHERPROOF PERFORMANCE OF FLASH NG AND EXTERIOR PORCH CElZJNGVEAVESOFFTTS:Ix6 BEADBOARD CEL_LLAR PVC,AZEK OR EQUAL. T SHF=T METAL WORK IS REQUIRED,W'HCU'Wl VING ON SEALANTS SHALL NO tC LOCATED BACK-TO-BACK OR IN THE SAME STIR CAVITY ANY OPENING FOR SLC�FIXTURES AND W.-I THE DESIGN'LATENT OF-HE WORK.IN AREAS UVFERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY. ACCORDANCE W TH A.'SC REQUIREMENTS=0R SIMPLE CONNECTIONS.CONNECTIONS SHALL BE BOLTED OR WELDED. IS7rTERlORCOLUALVCOVEILS -B&G PERMACAST=BERGLASS FOR_DAD SEARING.HB&G PERMAWRAP CELLULAR O FOR PIPING QU'..E'S SHALE.3E CUT TO THE PROPER SIZE AND SEALED.ELECTRICAL DEVICES SHALL BE `FIE CONTRACTORS SHAL L BE BOUND TO PERFORM N STRICT COMP IANCF WITH THE MANUFAC'..RFRS WELDING ELECTRODES.COMPLY WITH AWS DI I CLASS t 70 ELECTRODES. PVC=OR NON-LOAD BEARING.SEE EXT.ELEVATION=OR SIZE&STYLE. N BACKPAINT METAL FIASHINGS WITH SITU MNOUS PAINT WHERE EXPECTED TO BE N CCNTACT WITH -URNISH AND NTAL.THE'OL LOWING: INSTALLED N-LLL BOXES AND SEALED WITH A NON+IARDENING SEALANT,SUCH AS 3M BRAND--IRE BARRIER p SPECIFICATION AND/OR RECOMMENDA-IONS. PR�RPAINT.-NEMEC 99 OR FABRICATOR'S STANDARD RED OX OE. CEMENTI'IOUS MATERIALS OR DISSIMILAR`"EEALS. MPP-LS MOL DA13LE PUTTY PAD OR UCLA_ V) IN GYPSUM WAIL BOARD: GALVANIZING.'ASTM A-?3. WA7ER-REM7A,VT:/2 IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALE.CEILINGS AND WALLS. 13. AL_MANUFACTURERS PRINTED WARNINGS FOR-HANDL NG OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT:NON-ShR NK,NON-METAL_C PREMIXED GROu ING COMPOUND. 6. ALUM NJM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAWNGS FOR LOCATIONS.GUTTERS.CONT. 7.THE HNT RE PERIMETER OF AN ACCUS'CAI..ASSEMBLY SHA.L BF MADE-AIRTIGHT TO PREVENT SOUND O } FIRERATED TYPE"X":)'8 GYPSUM BOARD ON WALLS&CE L NGS OF GARAGE. WORDS"OR EOL1AL ARF TORE ASSUMED WHENEVER A SPECIF C MANUFACTURER IS NOTED PROVIDE EXEClMON.PROVIDE TEMPORARY SHORNG AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE 'OGEE STYLE.4k.'HIGH x 6'WIDE w/BRACKET-(ANGERS 0 18'o.c.DOWNSPOUTS:CONT.2Y4'x 4/4% VENMJYP bTER-ONE COAT VENEER PLASTER ON NTERIOR SURFACES CF ALL CE L NGS AND WALLS,IN TRANSMISS ON THROUGH-WE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH PRODUCTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED IN Sir'LAR SERVICE CL'T NG TORCHES N THE FIELD FOR CORRECTING ABRICATION ERRORS IN THE STRUCTURAL LRAMING. CONNECTED TO PVC DRAIN:REFER TO C VIL DRAWINGS FOR MORE INFO.ON PVC ACCORDANCE WITH ASTM C-587,C-154,C•844.FINISH 0'�PASTE R ON WA._S AND CFI.(NGS SHA+1 BE SMOOTH ASSEMBLY PENETRATIONS FL FX BILE SEALANT OR AN ACOUSTICAL GASKET SHALL.BE USED TO SEAL BETWEEN Q DRAINS. ~ C3 O - FOR-HREE YEARS.USE EXPER ENCED NSTALLERS WITH MIN MUM THREE YEARS NSTALLING SAID PRODUCT. T0UQI4JPPAQVT.IMMEDIATELY AFTER ERECTION,CLEAN FIELD WELDS.BOLTED CONNECT ON AND ABRADED &READY FOR•'AINT. THE S'C RATED ASSEMBL Y AM ALL D'SS'MI._AR SURFACES AND AL SO BE"WEEN`-IE ASSEMB Y AND SIM AR U DELIVER, AVDI-F,STORE.AND NSTALL MATFR A S IN ACCORDANCE WITH MANIFAC'URERS INSTRUCTIONS AREAS OF TtiF SHOP PANT.APPI V PAIN'i0 EXPOSED AREAS W"N THE SAME MA`ER+AL AS USED FOR STOP 7 ROOF SH NGLFS SHALL 9E ASPHALT FIBERG.ASS COMPOSITION THREF TAB,CONFORMING TO U.L C,ASS'A' ACCESSORIES•FIBERGLASS MESH JOINT REINFORCEMENT,GALVAN ZED STEEL CORNER BEADS.VINYL-J SURFACES WHERE PERIMETER RELLIEE IS REOU'RED THE SPAC NG AND NUMBER OF MECHAN CA-FASTENERS IS U V) L PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER F RE RESISTANCE,J.L.W ND RESISTANCE AST""D3462&ASTM 03018 TYPE I WITH A M'N.30 YEAR MANLF. CHANNEL,CASING BEADS,CONTROL JOINTS.ETC.AS NEEDED. LL C3 F- WARRANTY.COLOR AS SELECTED BY ARCH'ECT SHINGLES SHALL BE NTALLED PER MANUFACTURERS ALSO OF GREAT IMPCRTANCF IN ACH FANG A LISTED STC OR IIC RAT NG. 0 IL. A__CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCT ON REFERENCED IN THE CONTRACT AND PROTECT FIE(D WEL DS IN GA.VANIZFD MEMBERS. CERAMIC CERAIM C TILE,MARBLE TIE:&ACCESSOR ES COMP(YANG WITH TIE-COUNC_OF NORTH AMERICA (, DOCUMENTS SHALL BE THE".ATES`ED TION. QUALITYCONTROL: NSPEC'ION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH AWS'STRUCTURAL WELDING INSTRUCTION.PRIOR TO INSTALL NG SHINGLES,NSTALL GRACE ICE&WATER SHIELD'OR APPROVED EQUAL, NC.IN COLORS AND PATTERN SELECTED BY"HE OWNER FROM STANDARD COLORS AND PATTERN OF THE v L 8.PERIMETER SEAL..S IN WAIL.ASSFMB..IES: N ORDER TO BE EFFECTIVE FOR THE_IFE OF THE BULL DING,SEALANTS Lu } SELF ADHERED,RUBBERIZED ASPHALT SHEET IIDERLAYMFNT AT AUl.RIDGES EAVES,RAKES.VAC,EYS TIPS. APPROVED MAINUFACTURER MANUFACTURER TO BE AMFRICAN OL-EAN FOR CERAMIC T.1 AND MARBLE TECHNICS MUST BE RES LIENT AND NONHiARDEN NG.STANDARD WEATHER CAULK NG S UNSATISFACTORY AS AN IZ 0 CODE.' NSPECTION OF FIE_0 ASSEMBLED BOL TFD CONNECTION SHA.,3F IN ACCORDANCE WITH SECTION 6,A/SC. ROOF-TO-WALL INTERSECTION,AROUND AL.L ROOF PROJECTIONS,AND ENT�RE ROOFS THAT ARE FLATTER � T 15. THE CONTRACTOR SHA,L MAKE NO STRUCTURAL CHANGFS W'TLOuT WRITTEN APPROVAL OF THE ARCHITECT/ _TD.=OR MARBLE TILE OR EQUAL. INSTALL IN COMPL.ANCE WITH PERTINENT RECOMMENDAT ON CON AINED N Z ENG NEER ROUGH CARPENTRY THAN A 3.2 SLOPE,DIRECTLY TO ROOF SHEATHING.NTAL_"CE&WATER SH EL-D'FROM THE EDGE OF THE ACOUSTICAL SEALANT SINCE T TENDS TO HARDEN OVER TIME R ACEMENT OF THE SEALANT IS CRITICAL. T iF Z LL THE 2008 TILE COUNCIL OF AMERICA'HANDBOOK FOR CERAM C TILE NSTALLATION'AND MANUFACTURERS Q ROOF TO M NIMUM 24'IN DE THE EXTERIOR WALL LIVE. NSTA L PER MAIIF.INSTRUCT DNS. NSTAUTATION VSTRlCTION.ILL WALL&CE'L NG'LE TO BE INSTALLED ON/2 f?F N.CEMENT TOUS BOARD. PURPOSE OF THE SEAL S TO PROVIDE A RES•LIENT CLOSJRE BETWEEN ONE SDE OF AN ASSEMBLY AND THE � ALL WOODS AND WOOD CONSTRICTION SHALL COMPLY WITH SPECIE CAT ON AND CODE MODIFICATIONS AS SPECIFIED HEREIN: HARDWOOD FLOOR:PRE OTHER.WHICH REDUCES THE`''OTFNT Al.FOR F AW NG NO'SF TRANSMISSION THE PREFERRED PROCEDURE ISPRE-FINISHEDAND INSTALLED PER MANUFACTURERS INSTRUCT DNS.MATERIAL"0 BE'&G 16 CONTRACTOR SHALL PROV DE,PAY FOR AND MAINTA N,BUTA.AMERICAN NSTITU'._c OF TIMBER CONSTRICTION:STANDARDS MANUAL NOT 3E_IM TED TO,THE FOLLOWING SERVICES 9 WALL SID NG SHALL BE HORIZONTAL lHARDIE PLANK'LAP SIDING WITH SI'a'EXPOSURE COL OR AND-YPF SHAL L 'x2'OR AS SELECTED BY OWNER. TO NSTAL.L THE GYPSUM WALL BOARD WW:-�,A'MIN MU`A'GAP BETWFEN`HE ADJACENT CE.ING GYPSUM PANEL U I Li; DURING CONSTRICCTION:POWER METERING.TELEPHONE.=AX,CONSTRICTION EQUIPMENT.DEWATERLNG AND B, NATIONAL FOREST PRODUCTS ASSOC ATION.NATIONAL DESIGN SPECIFICAT ON�OR WOOD CONSTRUCTION BE SELECTED By ARCHITECT.INSTALL OVER 151t BUILDING PAPER OR TYVEK HOUSEWRAP. NSTALL PER VINYLSZlEhTl,ZOOR:COMPLIES WITH FEDERAL STANDARD:FS_-F-475,TYPE 1.GRADE'A,THICKNESS.080. AND ALSO AT THE SJBFLOOR.SEALANT SHOULD BE APPL ED TO=ILL'^E PERIMETER GAP BETWEEN-HE 4n Q ~ PIMPING,HEAT NG.L GHTING AND ACCESS.CONTRACTOR SHALL PROVIDE,BUT NOT BE LIMITED-C,THE c. SOUTHERN P NE INSPECTION BUREAU STANDARD GRADING RULES FOR SOUTHERN PINE_JMBER MANUFACTURERS INSTRUCT DNS. SHEET W DTH 6-0'. NSTALLED PER MANUFACTURERS NTRUCTIONS.MA'ER AL TO 3E T&G x2'OR AS SELECTED GYPSUM WALL 30ARD AND THE SURROUNDING FLOOR,WALL AND CEILING COMPONENTS.CAULKING SHOULD NOT 0 c 0 FOLLOWING SECURITY AND PROTECTION:=IRE EXTINGUISHERS.RJILD NG ENCLOSURE AND LOCK-UP, 7 TRUSS RATE INS-TUTS DESIGN SPECIFICATIONS FOR GHT METAL PLATE CONNECTED WOOD TRUSSES 3Y OWNER. BE PLACED BENEATH THE SIL_PLATE OR RUNNER TRACK OF A WALL ASSEMBLY ENVIRON%'ENTAL PROTECTION,PEST CONTROL,SNOW AND ICE REMOVAL.CONTRACTOR SHAL_PROVIDE (TPI-74). 9. INSTALL WATERPROOFING&PROTECTION BOARD TO AL_BELOW-GRADE,EXTERIOR SURFACES OI-CONCRE'E REYIL/f/V'TFLOOR. NSTALLED PER`MANUFACTURERS INSTRUCTIONS AS SELECTED BY OWNER. SANITARY FAC_IT ES.DRINKING WATER.CLEANING AND RUBBISH DISPOSAL. - AMERICAN P YWOOD ASSOCIATION:GUIDE TO PI,YWOOD FOR F OORS,PLYWOOD SHEATHING FOR WALLS AND FOUVDAT ON WALES THAT SURROUND BASEMENT=LOOR AND ARE ABOVE THE BASEMENT SLAB.AS'M D-5385. C4RPETFLO0R:INSTALLED PER MANUFACTURERS NSTRUCTION.AS SELECTED By OWNER. ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK IS COMPLETE,FOR CONT NW PAQVT. INSTALLED PER MAMFACTJRERS INSTRUCTION.ALL EXTEERIOR AND INTERIOR SURFACES SHALL RECEIVE US SEAL. 9,INSULATION INDICATED TO BE PROV DE-D IN A WALL ASSEMBLY SHALL 3E TL E SAME DEPTH AS THE WALL STUD • u. AMERICAN WOOD PRESERVERS ASSOC A"ON STANDARDS. INSTALL PER MANUFACTURERS INSTRUCTION. , FRAMING.UNLESS OTHERWISE REQUIRED BY CODE,REGL LAIR UNI-FACED GLASS F BER OR M NERAL WOOL,IT CONTRACTOR SHALL PROV DE'hE rOLLOWING.PRIOR TO SUBSTANTIAL COMPLET ON:PUNCH LIST, (I)PRIMER COAT AND(2)F WISH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES. TOP 8 BOTTOM INSULATION IS ACCEPTABLE.00 NOT OVERSTUFF THE INSULATION,AS T},I:S WILL REDUCE THE ACOUSTICAL O SUPPORT NG DOCUMENTATION,WARRANT ES,CERTIFICATIONS,OCCUPANCY PERM(',START 1P AND TEST NG OF OF A__DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINT NG.APPLICATION MAY 3E 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMER CAN INST TuTE OF'IBER 0. SINGLE PLY EPDM MEMBRANE ROOFING,60 MILS THICK,FULLY ADHERED.SLRE-SEAL.DESIGN A,By CAR-SLE OR BY BRUSH,ROLLER OR By SPRAY IF PAIN'IS F'ORMLIALTED FOR SPRAY APPLICATION. NTERIOR PAI!VT SHALL BE PERFORMANCE OF THE ASSEMBLY. BU.LD'NG SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTION'CONSTRUCTION"ANUAL.' APPROVED EQUAL. INSTALL PER MANUFACTURERS INSTRUC'CNS. ^".ALB.OR APPROVED Et1l1A READY-MIXED PAINT SHALL NO'BE THINNED.EXCEPT AS PERMITTED N'HE-, FCLLOWING.PRIOR TO FINAL ACCEPTANCE:FINAL PAYMENT REOUEST WITH SUPPORTING AFFIDAVITS AND y 10.RES.LENT ME COMPONENTS:RESIL ENT CHANNEL S SNAIL_BE DIETRICH RC DELUXE RCSD.RESILIENT COMPLETED PUNCH_ST. 3. ENGINEERED LUMBER NDICATED HAS BEEN SELECTED BASED ON MICRCLAI_VL AND PARR LAVM PSL PRODUCTS APPLICATION INSTRUCTION.COLORS TO BE SELECTED B THE OWNER.CONSULT WITH PAN'MANUFACTURER FOR 3Y WEYERHAJSER.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITJTFD PROVIDED ALLOWAB.F FLEXIBLE,100%WATER-BLOWN,OPEN 8 CLOSED CELL POLVISOCYANATE SPRAY=OAM INSULATION.FIBERGLASS PROPER PANT AND PRIMER TO BE USED ON CEL-ULAR PVC.ALL NAIL HOLES 8 ROUGH FINISHED WOOD TO BE F LLED CHANNELS POSSESS A SPRING ACTION TO DECOiPLE AND ISOLATE THE COMPONENTS THEY CONNECT,WHILE SITE WORK STRESSES AND SECTION PROPERTIES MEET OR EXCEED`HOSE PRODUCTS ND�CATID. BATT NSUATION,DEPTH DETERMINED BY STUD OR JO ST INSTALL JUST BEFORE GYPSLIM BOARD AND AFTER AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.L GHTLV SAND BETWEEN COATS. PROVID NG THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS A CONCERN IN THE INSTALLAT ON OF 3-ii ROUGH ELECTRICAL AND P_IIMBING. NTERIOR WAIL.S RE'Qi;iR NG SPRAY-CAM W L_.NEED ONE SIDE TO HAVE SPECIALT7FF�KITCHEN ACCESSORIES,BATH ACCESSORIES.FIRED ACE HARDWARE 8 MISC TEMS PER CWNERS GYPSJM WALL BOARD ON RESILIENT CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE 7/ 1. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE=NAL SOILS COMPACTION.GEOLOG CAL L. JESIGN,FABRICATION AND INSTALLATION OF`RISSES AND SHEET wE'"AL.CONNECTORS SHAL.3E IN GYP"BOARD INSTALLED PRIOR TO SPRAYING.INSTALL THE FOLLOWING PER MANUFACTURERS INSTRUCTIONS: SCFEDUL.E AND SPEC FICATION.ALL I'FMS TO BE NSTA_,.ED PER`"AN'L.FACTURFRS INTRUC-ON. FASTENER.THIF FASTENER SHOULD NOT EXTEND INTO THE ST;,D OR JOIST.THLS SHORTING OUT THE � Z REPORTS AND APPROVED SITE GRADING PANS AS ACCEPTED BY OWNER AND BU L.DING DEPARTMENT IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: EXTERIOR WALLS.•R-2`OPEN CELL SPRAY FOAM. t. RES[L,IENCY OF'+F SYSTEM.AN ETFECTIVE NSTAL,.A ON TECHNIQUE IS''0'�ICE SCREWS ON._Y BETWEEN ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CCN'RAC'OR SHALL HIRE A LICENSED SOILS A-SUPPLEMENT TO ENGINEERING BULLETIN*SF-266,DATED 4-19-60 OF A.S.DIVISION FHA-4-61. ROOFS MYOSEDCELUNG&CAN77LEMAS,O;ERHAAW.R-38 OPEN CELL W SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STUDS OR JOISTS.THE CHANNEL MUST ALSO 9E FREE TO=COAT UPON INSTAl1ATON AND THUS A MIN Ml1P"y' ` ENG NEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHIP C- IF A B. INTERNATIONAL CONFERENCE OF BULDING OFF CIALS REPORT#17414.5.DATED 9-6-86. BARRIER. THE BUILDING T�ERMLUL ENVELOPE SHALL BE DURABLY SEALED'O LIMIT AIR INFILTRATION.T~E SEALING CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY S REQU RED. THE RESILIENT CHANNEL SHALL BE : c. DESIGN SPEC F'CATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.O. 70. BANDJOLS7S:R-2 OPEN CELL SPRAY FOAM. ,-SE r^ O DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EX STS,CONTRACTOR SHALL NOT PLACE METHODS BETWEEN DUBBIN LAIR MATERIALS SHALL ALLOW FOR DIFFFRENT'A_EXPANSION AND CONTRACT"ON INSTALLED PER MANUFAC':,RERS INSTALLAT ON INSTRUCTIONS. v '^ FOUNDAT DNS WITHOUT WRIT-EN INSTRUCTIONS FROM THE ARCHITECT/ENGINEER. RNIlH1lOISTS:R-iB CLOSED CELL SPRAY FOAM. O L J �. -OR TRUSS CHORD AND WEB MEMBERS,PROVIDE DIMENSION UMBER OF ANY SPECIES,GRADED VISUALLY OR GARAGECF-IL1NG:R-30 OPEN CELL.SPRAY FOAM. PAR77SEPARAITONWALL:314'FIBERGLASS BATT ATTENUATION MATERIALS OR 11.P PES AND E'ECTRICA_CONDUITS SHALL BE CONCENTRICALLY PLACED WITHIN THE WALL AND FLOOR/CE LING `MECHANICALLY.AND CAPABLE OF SUPPORTING REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN 2. OPENINGS AND PE�NE TRATION N-HE BUILDING ENVE OPE SHAL.3E SEALED WI'H CAULKING ATE rA'' 2. PRESUMPTIVE SOIL BEARNG CAPAC Ty S 2000 PSF ON UNDISTURBED SOIL.ALL CONCRETE-COT NGS SHALL VALUES ACCORDING TO AF&PA S*NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION AND ITS P7RESTIOP.ROCK WOOL OR THE RMA FIBER TO ACM EVE RATING. CLOSED WTH GASKET NG SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERALS MID LOCATION. ASSEN'BL ES,4VLESS OTHERWISE REQUIRED PER FIRE AND O'HER CODES : cl m - BEAR ON UINDIS`LMED SOIL OR ENG VEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3',6"BELOW FIN SH `SUPPLEMENT". GARAGESEPARATTONWALL.R-2 FBERGL.ASS BATT JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A"CIST.RE � (� 1 � �_ GRADE(m'N•) UNF7MSHF"F7N6VHED HASEMENTSEPAR47YONWALL-R-`5 F'BERGLAASS BA"' VAPOR-PERMEABL F WRAPPING MATERIAL.SEA UC NG MATERIA,S SPANNING JOINTS BETWEEN CONSTRTION 12 REFER TO OTHER DRAWINGS,DETAILS AND SPEC F CATIONS FOR ADD?"OIVAL INFORMATION PERTAINING TO WALL_ - - Q r 6. ^ .QR DES-GN LOADS REFER TO STRUCTURAL DRAWINGS. UNFI/VISHEDBASEMENTCEILING.R 30 FIBERGLASS BATT. MATERIALS SHALL ALLOW CDR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. AND FLOOR/CEILING ASSEMBLES It lP� 3. NO EXCAVAT ON SHALE.BE MADE WHOSE DEPTH BELOW THE FOOTING S GREATER THAN-ALF THE 7- JNLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL.CON S'OF'RE-CNG NET RED FLCDR TRUSSES DESIGNED•3Y FINISI/EDBASEMEKICEUXVG.R,30 OPEN CELL SPRAY FOAM. � w HORIZONTAL.DISTANCE FROM THE NEAREST EDGF OF THE FOOTING A REG STERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS FlNESILEDPPLIM ETERBATEMENTWALL.R-IL CLOSED CELL_SPRAY FOAM. 3. OUTDOOR AIR NTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQU PPFD 13.THE=OLLOWING ITEMS SHALL BE CAULKED,GASKETED,OR OTHERWISE ACOUSTICALLY-REATED,WHERE � U N NUCATED ON DRAWINGS WITHIN PARAMETERS L STED. MUAWL F AL FOAM SILL SEER BETWEEN AL EXTERIOR WALL MUDSILLS AND CONCRETE FCUNDAT ON WALL. WITH NO'LESS-HAN A CLASS MOTORIZED,LEAKAGE RATED DAMPER WITH A MAX MUM LEAKAGE RATE OF 4 OCCJRRING AT DWELL NG UN'SEPARAT ON WALLS.CORRIDOR WALLS.AND FLOOR/CE T,ING ASSEMBLIES. [�, • r. A-..9ACKF ll AT STRUCTURES.SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR=L_.P'ACE N DOORSAND WINDOWT:CANT NUOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIME`ERS,ADJACENT TO CFM PER SOLARE FOOT WHEN TESTED N ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED � - W 8'LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERM NED IN ACCORDANCE WITH ASTM D-557. 8• STOP DRAWINGS.SIGNED AND SEALED BY A PROFESSIONAL ENG VEER REGISTERED IN THE STATE OF PROPOSED FRAMING.NOTE DO NOT F LL ENTIRE VOID.TO PREVENT=RAME DISTORTION. APP'Y MIN MUM AMOUNT OF TO BE USED UN BUILDINGS LESS'HAN THREE STORIES IN HEIGHT ABOVE GRADE. CF ' CONS-RUCTION,SHALL BE SUBMITTED TO THE ARCHITECT=OR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AR SEAL GAP. STAGGER 8 OVERLAP DINTS IN MULTI 1AYFR GWB WALLS&L,IL(NGS = N BU D NG SITE SHAL_9E CENT DRY SO THAT EROSION W(LL NOT OCCUR IN THE FOUNDATIONS- DRAW NGS SHALL NCLUDE THE FOLLOWING ITEMS: /'SEALANT JOINT AT GWB TO SUBFLOCR&CELING AT DWELLING UN T SEPARATION WALLS VES BULE DOORS THAT SEPARATE CONDITIONED SPACE=ROM THE=XTER OR SHALL BE EQU PPEID W"H � 0 r- e.DRAFTED PLAN,LAYOUT'S t>ENTIFYING ALL TRUSSES. 2. JOINT SEALERS TO COMPLY WITH MANUFACTURERS INTRlCT10NS A'PL CABLE"0 PRODUCTS AND 4. r'SEALANT JOIN'AT GYVE TO SUBFLOOR 8 CE LING•GWB TO DOOR FRAMES AT CORRIDOR WALLS � J 5 BACKFIL,AT LAWNS AND JNPAVED AREAS SHALL 3E FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'N a. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING SIN FORM LOADS(PARTIAL OR OTHERWISE) APPLICATIONS NDICATED AND TO THE FOLLOWING SPEC FICATIONS:ELASTOMER C SEALANT-ASTM C 926, SELF-CL06 NG DEVICES. F-EX BLE GASKET(SMOKE SEAL)AT DOORS N CORRIDOR WALLS&SEAL AT 30TTOM OF DOOR -ANY DIRECTION,DEBRIS,ORGAN C MATERIAL,WASTE AND FROZEN MATERIALS.PLACE IN I2'LAYERS AND AND/OR POINT LOADS. SOLVENT-RELEASE-CURING SEALANT:AS'M C-804,LATEX SEALANT:ASTM C-790,ACOUSTICAL SEALANT: ELECTRICAL PANEL SHALL NOT BE-OCATED ON LINIT SEPARAT ON OR CORRIDOR WA-:.S _ Z ^, a/ COMPACT TO 90%MAXIMUM OENS.TY N ACCORDANCE WITH ASTM D-1557. c. TRUSS CONF GURATION DRAWING GIVING STRESSES ON ALL MEMBERS,REACT DNS AT SUPPCRTS AND AS-M C-919 U. INCLUDE BACKER ROD AS NEEDED.SEALANT SHALL PROVIDE PERMANENT.A RTIGHT 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHAL BE SEALED TO LIMIT AIR SEAL EXHAUST VENT:.AT ON DUCT JOINTS AND SEAMS WTH MASTIC STRESSES ON ALL MEMBERS INCLUDING PLATES. I WATERPROOF SEALS WITHOUT FAILURE LEAKAGE BETWEEN CONDITIONED AND JNCDNDi'IONED SPACES RECESSED LUMINARIES SHALL BE IC-RATEDgL WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS • 6. AL_SEALS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING AND LABELED AS MEETING ASTM E 283 FOR AR TIGHTNESS.RECESSED LUMINAIRES SHAM BE SEALED WIT}+ _� x 9. -+ANGERS.FRAMING ANCHORS AND FASTENERS:PROVIDE AND NSTALL STAMPED AND FABR CATER STEEL OF DOORS AND WINDOWS SEAL LLECTR;CA/CABLE/PHONE BOXES TO GWB WTH PUTTY PADS OR APPROVED EQUAL 3000 PSF A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING. SEAL W,R NG NTO ELECTRICAL BOXES a RECESSED L GHT HOUSING TO GWB � E THE TYPE INDICATED 4S REQUIRED.NAILS'0 BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECF C REFERENCE STANDARDS FOR DOORS AND W tvDOWS SHALL 3E AS FOLLOWS: l (n SE.NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR.MANUFACTURER TO BE SIMPSON'OR PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGH'ING HOUSING - 7. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS.DO(NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED ALL HANGERS AND A JNDERWR!TERS LABORATORIES,INC.:BUL.DING MATERIALS DIRECTORY 6. THE FOLLOWING SHALL BE CAULKED,GASKETID.WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR ANCHORS SHALL SHALL BE GALVANIZED- B. NATIONAL FIRE PROTECTION ASSOC ATION:PAMPHLET*80 STANDARD FOR FIRE DOORS AND WINDOWS.. T SEAL PLUMB NG PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS CIRF D AND ARE PROPERLY BRACED. BARRIER MATERIAL,SUI TABLE F LM OR SOLD"MATERIAL.ROCK WOOL AND F BERGLASS BATT INiI_A ION ARE SEAL PLUM NG PIPE PENETRATION THROUGH GWB 0. C. 'NATIONAL WOODWORK MANUFACTURERS ASSOCIATION:I.S.078:WOOD FLUSH DOORS. NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL 8. REMOVE ALL EX ST NG FOUNDATION WALLS AND FOOTINGS PR OR TO CONSTRUCT ON OF NEW=OUINDATIONS. 0. ALL HEADERS AT BEARING COND T ONS SHALL BE SIZED AS SHOWN ON DRAW LAGS. D. AdR LEAKAGE:ASTM E283. PROVIDE GYPSUM BASED UNVDERLLAYMENT BENEATH TUBS AND SHOWERS r- E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SIBFLOOR&SHOWER ENCLOSURE TO SUBFLOOR AND WALL i N I. ALL HEADERS AT NON-BEARING CONDITIONS SHAM BE SIZED AS INDICATED N-TIE FOLLOW NG"ABLE.UNLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AR INFILTRATION STANDARDS OF THE 1972 A N R SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION: SEAL SHOWER HEAD TO TIE OR SHOWER SURROUND 9. EXCAVATION AT STEEP SLOPE BANK AREA TO 3E NO GREATER THAN 3'0•BEYOND NEW FOOTING_NE. OTHERWISE NOTED AMERICAN NAT ONAL STANDARDS INSTITUTE ASTM E283 73 WITH A PRESSURE DIFFERENTIAL OF.57 LEIS.PER MUDSILL TO FOUINDAT'ON&RIM JOIST TO mUDSILL&TOP PLATE TO RIM JOIST PROVIDE SEALAN'AT FIRE SPRINKLER!LEAD ESCUTCHEON TO GINS x SQ.FT.&SHALL BE CERTIF ED AND LABELED. SUBFLCOR SHEATHING TO R M JOIST BETWEEN CONDITIONED SPACES SEAL ATTIC AD CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR 10. 'HE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION OF STEEP BANKS DURING OPENING SIZE HEADER SIZE 3. GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. SUBFLOOR SHEATHING T&G AND SOUARE EDGE JOINTS SEAL RECESSED HEATERS(PTACS)TO GWB CONSTRUCT ON WHEN NEW CONSTRUCTION S COMPLETE.THE GENERAL CONTRACTOR SHALL REGRAD LIP'TO 4'-O" (2)2x6 EGRESS WINDOWS ON SECOND FLOOR MAY NEE'-MI'N,�;,E+CES'HA'HAJE RELEaSE MECHA';S!Vll> PARTITION WALL STUDS AT EXTER:CR WALL INTERSECT ON 4'-T TO 6'-0 (2)2x8 NSULA'E DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSEMBLIES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATION. TOP PLATES OF EXTER'CR STUD WALLS BETWEEN COND TONED SPACES SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFE;ISERS TO GWB 6 0'TO 9-0' (2)2x 0 EROSION, 5. BOLDING ENVELOPE FENESTRATION MAX MUM U FACTOR 8 SHGC REQUIREMENTS: DROPPED CE L NGS,SOFFITS AND CHASEStz FIXED FENESTRATION LWACTOR:0.38,OPERABLE FENESTRATION U-FACTOR:0.45,ENTRANCE DOORS SEAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB z 2. PROVIDE MEMBER UNDER A_INTERIOR PARTITIONS RUNNING PARAL.-EL.TO FRAMING PROVIDE SOLID BLOCKING ATTIC KNE EWALLS AND JOIST CAVITIES UNDER A-T C KNEEWALLS y , U'-FACTOR:0.77.SHGC PF<0.2=0.40.SHGC 0.2<PF<0.5=0.48.SHGC PF>0.5=0.64 SEAL CLOTHES WASHER VALVE/DRAIN BOX&DRYER EXHAUST BOX SEALED TO GWB x I. FURNISH AND NTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS,'HA' JNDER ALL POINT_DADS AND COLUMNS. T'LB/SHOWER ENCLOSURE TO SU13FLOOR BATH AND SHOWER DRAIN TO SUBFLOOR SKYL.GHTS:U-FACTOR 0.50&SHGC 0.40 SEAL BUILT-IN CABINETS'O GWB ARE NOT SCHEDULED;;OR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION=ROM'HE AREA ON MASONRY FIREPLACE TO SiBFL00R T THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE 3. ;:RNISH AND INSTALL HE=OLLOWING: 6. CONTRACTOR MUST FASTEN ALL WINDOWS AND DOORS PER MARVIN SPECIFICATIONS,WOOD-UL'REX ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS 'AS CEILING MOLDING TO WALL ONLY;PROV DE SEALANT JOINT AT CEILING INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY OUJTSWING FRENCH DOOR =ASTEN WALL BASE MOLDING TO WALL ONLY;PROV DE SEALANT JOINT AT FLOOR � • MID STOCKPILE AL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUC'ION AND STORE ON SITE HVAC DUCT upINTS AND SEAMS SEALED WITH MASTIC&REGISTER BOOTS SEALED TO SUBFLOOR LIGHT FRAMINGL(IMBFR•ALE.'OP AND BOTTOM PLATES,WALL STIRS SHALL BE DOUG FIR LARCH STUD GRADE. WOOD�LTREX SERIES INSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH OPENING PREP&FLASHING PROVIDE VIBRATION SOLAT°CN OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RES9L ENT HARDWARElIx IN APPROVED LOCATION. OR BE-'ER.ALL HEADERS AND BEAMS SHAL_BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDES,996 MAX MUM METHOD A-MEMBRANE DRAINAGE SYSTEM DATED 12-22-14. EXHAJS'VENTILATION DUCT JO NTS AND SEAMS SEALED WITH MASTIC z MOISTURE CONTENT.2'NOMINAL.IN THICKNESS AND 4'NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY 7. FURNISH AND INSTALL THE FOLLOWING: WIRING&PLJ°IBING PIPE PENETRATION THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIALS:USE A COMBINATION OF THE FCLLOWNG: 12 FURNISH AND NTA-L,N ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ANY AREAS INDICATED ON STANDARDS,AITC ID5. WIRING INTO ELECTRICAL BOXES NOIWIARDENING CAULK-SEALS GAPS LESS THANY'WIDE 'HE SITE PLAN,4'CLEAN LOAM AND GRASS SEED.COORDINATE WITH ALL M'OTHER STE WORK. TREATEDLUMBE SOUTHERN YELLOW PINE,#GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL PREHUNGLIVIMORDOOR SHALL BE MANUFACTURED N ACCORDANCE W:'H BASIC HARDBOARD PRODUCT E EXPOSED FRMM;NG AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND. TO BE USED FOR EXT.WD. STANDARD ANSI/AHA 135.4-1982 AND NWWDA?.I-86,SEC 3.73(3).MANUFACTURER MASON TE CORP.OR ARCHITEC' AR SEAL THE FOLLOWING LOCATION AFTER GYPSUM WALL BOARD(GWB)NSTALLATION: SPRAY EDAM-FILLS LARGE GAPS AND SMALL-HOLES 13. FURNISH AND NTALL PERFORATED PVC PIPE AND F'T'NGS AROUND PERIMETER OF FOUNDATION FOOTING DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDSILLS. APPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED By ARCHITECT AND/OR BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS BLOCIMANDNAdERS.DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR Al FUTURE /4"SEALANT AT GWB TO"FLOOR AT EX'WALLS AND TENANT SEPARATION WALLS GASKETS-NEOPRENE•RUBBER•FOAM SURROUND PIPE WITH CRUSHED STONE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH OWNER.FIRERA7ED.F"LIRNISH AND INSTALL AT GARAGE-TC+IOUSE DOORS TO ACHIEVE 20 MIN.FIRE RAT NG: DOOR FRAMES&WINDOW FRAMES TO GWB A'EXT.WALLS AND CORRIDOR WALLS "MOUNTED ITEMS,SUCH AS.CASEWORK.SHELVING.HANDRAILS,RAILINGS,BATHROOM ACCESSORIES.PROVIDE ACOUSTICAL SOUND MAT MEMBRANE ADJACENT DRA WAGE MAT/WATERPROOFING ON FOIANDAT ON WAIL.:_.FURNISH AND INSTALL-DRAIN PIPE=, NCLUDE GASKETS,THRESHOLDS,ETC.FOR lL TESTED ASSEMBLY.DOORS SHALL SELF-CLOSE. x FIRE-BLOCKING AS NECESSARY.PER CODE. TUB/SHOWER ENCLOSURE TO GWB GYPSUM BASED UNDERLAYMENT AT WOOD SUBFLCORS CLEANOl1'S,ETC.,AS NECESSARY&DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIV L DRAWINGS. EXTERIOR DOOR:-MANUFACTURER MARVIN INTEGRITY WOOD ULTREX.SHALL HAVE INTERIOR FACTORY-PRIMED PLYWOODSUBFLOOR:APA RATED 3'r ADVANTEK,TONGUE AND GROOVE.GLUE&NAIL ADHESIVES CONFORMING WOOD WITH FIELD-APPLIED PANT FINISH.EXTERIOR WITH FACTORY BAKED EXTERIOR PANT FINISH.PROVIDE& ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SU,BFLOOR SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES WITH PERFORMANCE SPEC'FCAT'ON AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULLOWN STARS SEALED WITH WEATHERSTRIPPING ON COVERN. ROOFSHBAZHING.APA RATED V EXTERIOR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER NTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SAL'WATER SPRAY.VERIFY -0 RECESSED LJGHT HOUSING TO GWB RESILIENT CHANNELS-DIETRICH RC DELUXE RCSD THAN 24'a.c. WITH OWNER/ARCHITECT FOR SELECTION&FINISH OF HARDWARE&DOOR ALJMINNRM PAINT COLOR PRIOR TO SOUND ISOLATION CLIPS USED WITH METAL FURRING CHANNELS WALLSHEA77IING.•APA RATED/2'COX PLYWOOD OR%a ORIENTED STRAND BOARD(OSB). ORDERING.VERIFY ACTIVE PANELS ON DOUBLE SWNG DOORS,PRIOR TO ORDERING.PROVIDE SHCP DRAWINGS TO RECESSED WALL.HEATERS(PTACS)SEALED TO GWB GYPSUM Y WAIL._BOARD(GW8) - ARCHITECT,FOR REVIEW. HVAC GRILLE AND DIFFUSER AND VEIN7LATION GRILLES AND NLETS TO GWB VIBRATION ISOLATION DEVICES u FLl 307.67 G`P 0 G 300.3 G 305.75 0 4 0 C :1-1^_97 FLI:s01 07 G 300.9^_ .67 G�0'42 G 300.33 A FL 2/o FLI 294 G 299.75 Q C 2 SIGNAGE• FL1291.07 W/o G''93.33 58 6 6 C l XI- SALES OFFICE'? Nr/O G 291. Q 0 C2 f2-SALES PAP.KING-► G 290.92 Q C2 PARKING*.- OA C 1 Y3-SALES PARKING� Q D R SALES PARKING SALES PARKINGa o4 BR ER {6-DO NOT ENTER p p z u+ , 7 E o D IR °CCIO vi_> .1i oa DO NOT ENTER D CLUSTER y H a— — CLUSTER AA CLUSTER H°NEY SUCKLE LANE ILO ne OCtu o o �o CLUSTER 55 R+ a CLUSTER CC z Z R U x 3 U —v a Z o ante to be B L 0 a locked at all o n L times c cno}n1inK tonce ►�18' Q Q B R N n gate c D M r R Q C. 20 B L � c c ` N O A A 0 In FLI293.o7 BR r C2 Z C Z L * 'N1° cCn G 292.92 O C 1 > A Z R Gv+ C 2 81 G 294.33 � n r N r � o ° D O .., G v+ V T Z r 1 LQ FLi 294.67 D R ° > m m w/o 0 s o N O _'05.07 QA �, r CIO Z R'29 c^ 7 A G 294.33 y Q v_.5. .In � Z Z A C 2 '" e N m Z ;0 r C 1 294.92 Q A -L1 295.07 DR >' ri/o 0 Io ° z O YRO Z G 294•92 rn C2 0 LLJ n C1 0 s BL A F y '-I B L ;0Q �, o 295. 0 A z n 0 CIO Q o _- 0 DR A 0 C2 © © o ,� /o C2 0 ~ -C A4 o A0 Q FLI 298 17 B L % m Q ZD i 0 c C1 Q 0 gL 0 o U 0 = z J- U DR _ FL 1 298.1; C2 1< Q CI A Cl A 0 O CI `�s� C2 - `�` A G 296.42 1�1' C 1 0 4 © "o C 1 Q p A 0 `�� C2 O C1 ti p ti � C2 Ft.1294.17 © O BL �- Z 0 ! v 93 Y^ A 11 F O O A G_92.83 C2 t' O rr nn �< C 1 V p LO 10"�50ca GXr" C 1 0 0 p anti-trncK no �^ Q C1 A oc:d Gco = 0 3 �� A C 1 Q � ^L' -L I J 0 N,O C 1 gale \cv^ 7 v G 28942 G��` Q C2 G 288.83 Q A C l 0 N gave for construction 0 O ~ FL 1_88 or entrance&exit to oe -� C2 ��~� unlocked&open during C 1 J G 287.9' P construction activity only. A 0 Z n` G� at all other times this gate 0 � W 0 must be r_osed&ocked C 1 A �� DL 0 E BL i I Js�� ,° PPP / O C 1 Q i C; ��y o�Js~� C 2 Q C 1 Q N lb A PR A Cl 0 M Q 3 R°SF BR C2 EGG C1 F FR ° G�� 0 A z J C 1 ER a DR 0 -1 10 V, C1 0 O C2 MM Elmo] 0 E BR C1 i 0 0 � O DR '0 0 0 DL BR C2 A Q O 0 I F O UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT O'GONG 50NOTUBE FOOTING 2'-3Y2 - ----------:r------------ -L"-J--- mil ' DECK ABOVE }-r--t- 12"COLUMN 'r ,r- -1 T . COVERS , O GONG. Z Z 8 �++ o 50NOTUBE Lu O 00 0 0 6'-3 B-8Ys 4 FOOTING N ;o ,a a �- � o o p o 24"x60 I O _ a v j BLUESTONE i<,.'r�� 3 i-rL,i<r L V V SLAB �`Rc A3 0 i� i oc °3p--T r = ij �gl36-'7" 5'-B IN 10 RESS ----------------------------- --- =- --- -----------------------O ---------------- 'O" �E/STEP WELL 5 T____------ 23'-IIY" ;-- II'-4Y�" `r I 5" 35`-4" w/STEPS r, --- -- - -------------------------------- -------------------------------------------- i ------------- C. 4I �►� TEMPERED -------------------------------------------------3b3 _3ib3Z�FT------------- ------------------------------------ ----------- ------------_ ----------------- ---A-3-.61--1-^-----------5-'--3-V-s"-----.-i-l„---j--5�-6'--?`Y--"--.z-' t ----------_EMPERED TEMPERED 9d��(3)2X6 (TYP.) 2x4 STUD N 5 EE 0wDETA S I i hVw UNFINISHED UNFINISHED UTILITY UTILITY 2x4 STUD WAFINISHED FINISHEDSEE DETAILS r------- — BASEMENT BASEMENT z 0+ ELEV2x6 5TUD C : 0 9 T t 'n _ z II I_---- I 2 c WALLI+Ay` �o. i i MACHINE a i '_SY4'_ —, I j l 1 N N I r ,'1 I I I I oi, I O e+ 68 (� 50F�IT I i i i m N 1 2�A x i5 V i 1 I I� C; SEE NON-WALKOUT WALK-Il`1 " --�1 I I � I � � V BASEMENT FLOOR L-� i I O BATH CL -� Z PLAN FOR , \ cr } j I 1;rF� NFORMAT ON N I � i i I - I THIS AREA r-----J CL ,7 I F,. 36'H16H GUARD/ -- I 1 I I N ---+ HANDRAIL 1 I .:3.0 ELEV ; =` 1 =3 o Z LL I I I I Q ' ' 1 OR I b� I I I I I I I I 5'-6" O 14 CL , (V f CL I(V I I I I I 15 UP I I+��" 11 I�__ �- , 6• LI I I I I I , I J ------------------ , I �------- I L_ 3�X4 -- - d. I I I I I T I - 2I-4" I U ---------------- ---------- ----- -- w r- -- -RES.1 i'$-- ---- -------- ----�- -1-�-1- - - - - -- - - L-- -�------ to Q < IT w u Q ' - o V c I , I IS -------- ---------------- ^T 1, _ ---� t. _ ____6=),______ i r le,-. �OUTL:NE OFE.J£GTOR5TUD AAL� I PIT/PUMP I r i i 1 ABOVE(TYP) I FOR UNEXgA TEq I 2x STUD ON , I I I 1 I THE FLAT i BATHROOM 0 ISLAB A o ' i i I � o 71415 WALL I I HOT r- i;BADE', r- /- I I r t2°xl2„x4, -� I I I j I I I I I r-� `•---� I I � � � DEPRESSION --J L----- i I I N SLAB I I I I j I I 1 I I I i -------------J 5I i HVAC . I PANPLAN FOR j OSEE NON-WALKOUT ` BASEMENT FLOOR ELE 12-O„ 0NFORMATION INLo THIS AREA N �IQ I I I I UNEXCAVATED I ; z co r UNFINISHED z j 2 I SLAB ON GRADE UTILITY w l '�^ I I I I I •'-3.0 I I 3 CZ V j I I i I i Ui LL -1 i 1 O I r ^` o r I I I � �J I z I I F- ~Zoj I r I I , N �j oI I I I I I O I I O ' 1 I II III III - I i xlI I Ii 0. ----------------------------------------------------- ��------------------------------ --------- (x L------------------------------J Ia --_ IL QQ j W •� I I I � ----------------� I I I I I I I , I I I I I I L-------------- ---- :4:L I I N I 1 I 3 m ________________________________________J ______----_______I____ ___-_____--____ J x n BASEMENT FLOOR PLAN w/ WALKOUT n BASEMENT FLOOR PLAN SCALE 1/4"=1'-0" SCALE I/4 I'-0" - z `z z • FLOOR AREA Cl"UNIT BASEMENT 756 SO.FT FIRST FLOOR 1,44[,SO.FT SECOND FLOOR- 1,182 SO.FT TOTAL 3.382 SO FT GARAGE 479 SO.FT 0 2' 4' 8' VOLUME 29,682 CU.FT GOMP05 TE 3 36"H PVC Z Z m c DECKING 3 p �GUARDRA,L ,`;;_� v� u > �a 56 ¢� GI,o W U N N O 0 0 c o U s L 3 . U - o WD.DECK OR a BLUESTONE 3 �3 0 PAVER 12"COLUMN 4' 12'-3" COVERS t-4" r- FLAT ROOF BELOW �d C. r_ ------------------------ ---- I r- e ' ROOF '_J L_J L_J L_ ABOVE cSUARDRAIL w/ * f �SATE 56"H. qp 'Ir lip I 4-"1Y2" 2'-2y�" ABOVE GRADE b II'-CI3/4" S'-II5/4" 9-7' •9 q 1 � ' NI __ __________________________T _______-____ I 1 -h3 CS 3-63 CSMT 37h3 CSMa'T CSMT l 11 33P in 2X6 cpcL Itl(TY' (3)2x6(TP.) (3)2X6(TYP.) � I OPTIONAL 3b"ry fV1PREFAB GAS I rFIREPLACE Ir I I I I I I 'S cZ0 Q ii E ' --- ------ O I I I I IIII u MASTER In v I _ , , I I ---------- [n <1- � ----- ---o 00 �---1---'k , , LIVING � I I , I I I I III' _I ' I i i O_ -I-I I I BEDROOM i r 11J i 0 1 1 ROOM L 7-4" I I =, I L__ I tea. I I 1 i I KITCHEII. 2.p i i --- I I _ �a� MASTER 1 -'31 31 50FFIT .p I I - I I e `3 I �3 I � BATHCD 1 r0I 1 in i i I CV I Q ------ 6" 12'-8y�" 4'-II" Q'- i ; > ON Lu n _ 1 ' e+ --- 2-Sy4_* `A/C UNITS o 0 0 0 i LU ' ON GONG. ------------------------------------------- PANTRY rr PAD I II. �-12'A x 2"i'D i ' -O" I C SOFFIT I ' a ry SF I I I6'x b m� f (3) X6(1YP.) a Ii ii ) Q o El CL GR.LLE in; In i Z 3`-II" 3, 6'-4 _I In WALK-11\1 +�0 r I I _1 z O ~�� DINING CL �° BEDROOM#2 1Q I = N t�T WATER METER v 1 I IL i I j� Z � Q LL_ a. +° ROOM CLOSET w/ 6'-II" 5'-91�" I i� m 4- i LA V +a' WEATHER O c�+ 56"HIGH STRIPPED DOOR 'w ' F O uj MUDROOM a. rETTI u� ' I _ U w `0 8. GUARD/ 8 HEATER ' o I 1 in cn J in + 36"HIGH 1 I 1 w ILL. Q Q 5'-3" �'-2" 5'-b' HANDRAIL `° GUARD/ i ' `" L I I HANDRAIL ' 130 � 130 j - o ELEV d}e� DN 14 T@ o•=n :3 0� an ELEV o O� aia I R Q I -n I T 10" UP m min I f..� Y`' $ I O I R Q I ROOF I'-8" O 15 Q In 0 o}�J� ABOVE S A R ALK-IN s �� -- L` CL i i i- FLAT ROOF .k _ I HALL A "� .'v.', o o I i-J L- BELOW n3 S":NK 5ELF-G-05 NG 20 i I Z (3)2Xb I ' MIN.RATED DOOR T CL (TYP) -4 ,WESTONE in 0 I LAUNDRY ifil o. L12"V4 x 2�°D ' r J rn I tERRACE �' d) I B SOFFIT ' +`0 FOYER + , + >. 1 5'-3ys„ a� r �� O GARAGE WADS r `' G� o• i I 30"X30" I- e+ �< n 1 ' \VVJ/ O lr(� NO w CEILING-0 HAVE`'/s' -O" ' ( ATTIC t BATH fad s I ; _ 0 Q_ 'YPE"X"6YP.HOARD 1 ACCESS i ' ' � � • -Ait O h o ❑ - — , ---;GARAGE �T'r , - ----------------)s ' g - 12'COLUMN ` ' 1 � 10 J W COVERS In � J 'I _ r— LO cv b 22'-0Y2'- 13'-'1„ in LK-I I v . - - - I L r------------------- N -� I 2 I I 2 2 BEDROOM#3 a3 0 I I a3.0 V I I I � 4'-i0 13'-II" i to VJ i I I DEN — I I u I 3763 SMT 3763:SMT "63 �^^' � I 0 0 0 1 I ---, I Cal _ 1 I 3 0 I N L(2)3763 CSMT (2)3765 k-SMT n1 ::3 0 in 1 5-4" L Ib-O' 4-b" 3'-10" 6-10' 3'-10" �3 0 DECORATIVE RAILING 36'-T �, SECOND FLOOR PLAN w/ ELEVATOR � • I FIRST FLOOR PLAN w/ ELEVATOR SCALE: I/4"=I'-0" SCALE 1/4"=1'-0" FLOOR AREA"Cl"UNIT BASEMENT 756 SQ.FT. FIRST FLOOR 1.444 SQ.FT SECOND FLOOR 1,182 SO.FT. TOTAL 3.382 SQ.FT GARAGE 479 SO.FT. 0 2' 4' 8' VOLUME 29.682 CU.FT Is I/4"=1'-0• CGOMPOS TE 3 56"H.PVC DECK N6 C6UAR>RAIL Z Z W N O E P finN O c WD.DECK OR o W u Q N `- BLUESTONE 3 pin 6- °a PAVER 12'COLUMN 3 0 u = r N U `fl -4' GONERS4 1'- - FLAT ROOF BELOW ` oc c Q � O I ---------------- --p------ ---- r- - - -� � I I I I I I I J '�VOF I -J L-J l-J L- I ABOVE _QED ' - �6UARDRAIL w/ rV'r I GATE 36"H. ,��`a Q I 9'-9" I :t 14'-"1}4' 12'-?y�„ ABOVE GRADE .9 b.. 1_1 3/4„ 5-113/4' I. `✓ 1 N y 1❑I OI O' -h3�SM 3'h3 - �5-63-SMT 66 H 366L- 3h64 3 ''Z3'h3 S' Ar -EmPEPF� (3)2X6 -ErPERED in Q T'' (3)2X6(TYP I 9 4 (3)2X6(TYP.) m I ---- --------- --------- 1 f L I I 1 1 1 6 ! 3J i i OPTIONAL 36"Vv PREFAB 6A5 1 FIREPLACE 'r I 1 1 1 1 ' - 0 fI N SE 0 0 A, -.., t , -m� ----------o-- --- w' MASTER ---------- ----- ------ LIVING ROOM m 2'_4" O o Y Frn I 1 BEDROOM S Ii _ vi j SINK v'1 c1 I 1 I L-_ �6• - ' N I I MASTER z ) I I r3 1 i �3 I SOFFIT '� i i O �3 I — �3 I BATH w IAT_------ 12-8YZ" 4'-II" 9- In `_- '-5Y4" A/C UNITS I o 0 0 o I -ryl O --------------------------------------- - I m O ~ ON GONG ® I I ----------------------------------------- PANTRYP-O `e. �, -- PAD ��2"W x 27'D O +6 _O" _ SOFFIT I LU 04 ❑ f(1 , c J i 6.,X 6 +� .4 (5)2X6(-YpJ I 6R ALE in o. +b i w +I- p O e o a+ BEDROOM#? DINING I I N ' WATER METER i m EL � +- I ` ROOM - ( " 5'- 7- 1 m z 6 CLOSET w/ LAV 6�, �. WEATHER WALK-IN -ry Iw I Q Z k MUDROOM +6, 36,H16H STRIPPED DOOR — CL 36"H16H I _ —I N -Q e. GUARD/ b HEATER I }0 GUARD/ i Z � Q L L HANDRAIL �� HANDRAIL 41 O N ff +O I T@ 0"_ " I N O 1 f i di C L `'6+DN I 0 ry -n I T IO" ,, m �' N 15 @ 0' I Lu Lu L_ U g 69, $ I O t R 0 110 UP ROOF O D 16 I I +�J�, m ABOVE ® G e, HE HALL S A R ALK-IN CL I , I-i FLAT ROOF BELOW t °K -- --- -----f =—k--= 0 SIN SELF-GL051N6 20 I I CL (3)2X6 - (Ii _ �°� r- MIN.RATED DOOR (TYP.) ' B�UESTONE in O I LAUNDRY � =f L,S2O"WF Fx 1 n FOYER tERRACE X 'I 0. to L OARA&E AAL,_5 b i 30`X30" to BATH t 6 z I Z GEIL-146-0 HAVE ATTI W TYPE X'G"'P.BOARD ACCESS I '? ❑ ' J i I - .} Go 8-bY ' L ' I N =_ Ow GARAGE z --------------- L0 VO12 COLUMN r � 1-0ti3'-4y„ COVERS ' `N to I c • n 6" 22'-oY�" LK-I I C L � '�^^ r———————————————————— i z I 2 2 2 i. BEDROOM#3 N I 2 0 �30 I I 30 '30 I O 6" 4_O i I I DEN (3 2X6(TYP.) I I I i I I n I 3763 CSMT 3763 CSMT 3763 CSMT i � •— u I "n O 0 ,o ' - N ^ O , I �M- N 0 -------------t--- ------------- ------------ ��-- !Jr. 1 - N ' ' "2)3763 CSMT k2,3 63_SMT K1 I Y _ 5-4' S'-3" 5'-3" � mI -8Y2" I'-8Y�„ ---------------------------------------I x N 4-6' 3'-10" b'-10, 3'-10" { 3 �3 0 DEGORATI VE 22'-I" 14-6 RA LING x SECOND FLOOR PLAN— NO ELEVATOR SCALE 1/4"=1'-0" - 't n FIRST FLOOR PLAN— NO ELEVATOR I - SCALE 1/4"=1'-0" Y Y • FLOOR AREA"Cl"UNIT BASEMENT 756 SO.FT FIRST FLOOR 1,4L4 SO.FT - SECOND FLOOR- 1,182 SO.FT TOTAL 3,382 SO.FT x GARAGE 479 SOFT 0 2' 4' 8' VOLUME 29,682 CU.FT x 3 ZZW No a 230 u,�� m o� CN V V ALUM."K"GUTTER FLAT ROOF BELOW G ui U r cc p u, p- po �- - - -1 O ►"' v 0 r 4 I 1 I I I U = �; N D ALUM. K U 0 ( E. L NE OF WALL BELOW GUTTER Q I� °Dr. °DS D. I o c. a I1 I j o I I 1 I I I I I z ' O I > I uu 1 I 1 1 � 1 1 I 0 N 1 0 I N I I Z - I } ' Q 0 I ZEPDM OOF i LL i NE,Ya O PER F .SLOPE i O �30 �30 O LL- D O 1 1 � � L Q `'' `f 1 I I I I � �I I L I OI I I I I � Z 1 ' FLAT ROOF ` ' BELOW I r O WV.FRAMED i 4Lo CHIMNEY W 0 THINSET BRICK VENEER co 2 i 2 �30 1 x '- Lo I � I ° 1 W I 1 I D.S° 1 1 •— ' I E ' I I ZRAILIN5 BELOW�TYP.) �- ----------------------------------- N i 3 �3 0 ROOF PLAN L NE OF WALL BELOW ALUM."K"GUTTER = N Y SCALE I/4"=1'-0" x Y Y Y • Y 0 2' 4' e' x -$LACK ALUM t GAP -- FIBER655 - -- --F BER6LAS5/ASPHALT ROOF O �—THiNSET BR GK ASPHALT ROOF - AN< 5H N6LE VENEER GENERAL NOTES. METAL FLASH N6 5HIN6LE METAL FLASHING I SEE EXTERIOR ELE JAT ONS S SECT NS=R ALL R.O.u TOP PLATE HEIGHTS.UNLESS AT THE BEAD OF METAL CHIMNEY � �- AT THE HEAD OF OTHERWISE NOTED F7 ALL WINDOWS 4 j ALL WINDOWS d 2 ALL'HALL DIMENSIONS ARE T =ACE F STUD/FRAMING,UNLESS OTHERWISE NOTED DOORS(TYPJ i MASHING DOORS(TYPJ 3 2x6 NOM.EX T PRIOR WALL FRAM NG 8 2xL NOM.INTERIOR WALL FRAMING.TYPICAL, j ROOP(TYPJ.) �� UNLESS OTHERWISE NOTED 2 12 8 7 I Q8± .:31 I 12 `�` 8 Ix PVC TR M® Ix PVC TRIM® 12 EAVES 4 107 �` A3.1 EAVES a RAKES(TYP.) �' N40 f z z o E RAKES(TYP.) WINDOW/DOOR NOTES 7 ALL WINDOWS/DO)PS TO HAVE MUNT N'A ERNS.AS SHOWN)N ELEVATIONS. 8 5/4 PVG TRIM 2 REFER-0 FLOOR°L NNS TO CONFIRM NAL HICKNESS 5TEPPED'ETAL .131 ,� o W o- p o i O AROUND 3 PROVIDE CUSTOM SIZE N NDOWS AS REO RE FLASH N6 AT ALL �% U — f . DOORS AND A PROVIDE SAFETY GLASS N LOCAT ONS AS REQUIRED BY CODE ROOF TO 5 DEWALL ,' j W N001^45(TYPJ NTER5ECT ON5(TYP.) ' U - a j .` --STEPPED METAL Q FLA5HIN6 AT ALL ROOF TO LL CEMENTBOARD INTERSECTIONS (TYP.) I �2 C.GEMENTBOARD SIDING,5Ya'REVEAL T 2 0 ' SID NO,5Y4' REVEAL 7 I �- L3.1 b""K"'STYLE A3.1 I I n1 0 WHITE ALUM. 12 - ---� Ell 12 GUTTERS w/2"x 3 5/4 PVC TRIM 10 01 10 WH TE ALUM. AROUNDDOORS AND i •9 LEADERS(TYPJ 2 T O.SUBFLOOR - —----- --------- --- ----------------------- -------- ----------- --b' K"'STYLE -- WINDOWS(TYPJ -- --------—-----—-- ------------ PLAT EPDM ------- WH TE ALUM. 2 T - ROOF SUBFLOOR — � I DECORATIVE 6UTTER5 w/2'x 3 �j, RAIL NO WH TE ALUM LEADERS(TYP.) 2 5GUARE COLUMN COVER OVER WD.COLUMN = WATER I vi O METER z O CLOSET 0 I 0 O v BEYOND � I w o � , Jh i � r TO SUBFLOOR 0 SUBFLOOR -- --- -- - --— --- - ---- ——-- -----— ——--- —————————-- --- - — �_ — I f�T EILUESI — 0 z 0-4 DRAINAGE BLUESTONE O SYSTEM(TYP.) NE TERRACE PAVER TERRA NLEADER INTO FINI H RADE LEADER NTO ON G6NC 5LA5 SYSTEM(TYP O J - ASIM r L- I I I I = 1 I ---------------------------------------------------1 I I I t I 1--------J 1--------J ' %PVC TRIM I > w I CORNERS(TYP.) i i i i w LLJ J I I I LU W B f I I I 0FRONT ELEVATION REAR ELEVATION z SCALE.I/4"=I'-0" SCALE I/4"=I'-0" ' 0 T0 SLAB T0 SLAB L -- ------------------- ------------------- B ------------—--------- ------------ z Lu rJL------------------------------- i Q LL- i I ------------ _----------- Lu ` w Q BLACK ALUM 0 GAP UNIT"A'BEYOND F BER6LA55/ UN T'A"BEYOND -THIN5ET BR GK ASPHALT ROOF VENEER 5H I N6LE L 0 �, `� METAL CH MNEY ' `� _ FLASHING AT ROOF(TYPJ - `� 12 12 �.�10 ^^11 ,' W z METAL FLASH N6 O AT THE HEAD OF �' (`-/) ALL W NDOW5 8 �,�� `� O Lo DOORS TYP? �O 3 a3 { I /a PVG TR MLo AROUND I I / ` N DOORS AND i � � � J WINDOWS(TYP; DECORATIVE RAIL N6 EPDM PAN �' lz ' r FLAT EPDM /I ' ` VJ 12 ROOF = 2T 0 SUBFLOOR �� -- I _ —_-- - -- — ---i-----------------------------FLAT EPDM---------------------------------------------NIP —+-- •— I ROOF Ix PVC TRM® I N EAVES E RAKES(TYP) x _ 2 GEMENTBOARD 13 2 5 D NO,5)'4" REVEAL— r-------1 Ah 11VT O SUBFLOOR I I I - -—--------- —'-----——----- - -—--— --------- --- - --- - --- I- ------ - -- 01% L_ --J - LE,�D R INTO FIN15H GRADE 2 ' ' 3 i i OAS METER 2 FIREPLACE i i i i 12"SQUARE DRlAINA&E t ' t I A31 I I A31 I I TERMINATIONLOCATION - 1 COLUMN SYbTiM(TYPJ x 110 11 it I I �J L______ ___J L i i �I n 1'I tt II COVER OVER _ ' ' I 12"SGi�JARE WATER METER CLOSET A/C UNITS ON 1 I I k==�k= d i k= ==d I ( WV.COLUMN ' 1 GONG.PAD--------------- ---- OL3NV w/WEATHER STRIPPED I 1� II II 1I1 a 1I i I 6ltJflRDitA L w/ w i i BLUESTONE TERRACE COVER OVER DOOR S HEATER i0 I _�'- J1 =J'�=��i GATE 3b H. ON GONG.SLAB WO.COLUMN ABOVE GRADE CN I I 1 ,= I --ter- i N I i 11 1 I 1 ' i I I I EGRESS I I i i l- 1L�� Jl J� � i i WINDOWS N z I I 3 SIDE ELEVATION I I WELL w/STEPS SCA-LE:-1/4"-=1'--0" --— 0 2' 4' 8' SLABB — -—-—-------------—-—-—-—-—-—-—-—-—--——-—---------—-—---—-—-—-—---4—1 -—- -—-—-—- -----—-—-—-—-—- r --------------------------------------------------- -r -----------J L� I x 0 t F BERSLASS/ ASPHALT ROOF i METAL FLASHING 5H NCGLE AT THE HEAD OF ALL WINDOWS 4 DOORS(TYP.) 12 x PVC TRIM® '3 1 12 , EAVES 4 ,' RAKES(TYP.) : 10 f I ZZ Eam Lu a y c V�o i O p STEPPED METAL 13.1 ' I p W U Q- o FLASHING AT ALL ,'� I oc c'+' o o L ro ROOF TO 51DEWALL U s' U INTERSECTIONS(TYP.) ' � v D.S. CEMENTBOARD '� SIDING,54"REVEAL D ! / 1 O 6""K"'STYLE .131 WHITE ALUM. - SUTTER5 w/2"x 3" 5/4 PVG TRIM 12 01 WHITE ALUM. AROUND 1ov LEADERS(TYP.) DOORS AND WINDOWS(TYP.) FLAT EPOM 2 JNT.0 SUBFLOOR,k--- ------- --- --------------------- ----------- ROOF -------- I -- 12"SQUARE COLUMN ' COVER OVER WD.COLUMN-+� WATER n METER 12'SQUARE vi CLOSET O COLUMN Z BEYOND COVER OVER 0 WD.COLUMN > w 1 r' 36"H.PVC T 0 SUBFLOOR -- - -------- ------------------- - I -GUARDRAIL <) Q Z 0 O N 2x4 P.T.WD. p I Q p NAI LERS LLJ R CE55ED INTO r + I END OF CONC. Lu FND WALL I I 1 I � L 1 � N B`� T 0 SLAB ,� --------- 1 1 ------- ----- f __ -- - -----------------� ----- - - -- 3�-O' -BLACK ALUM z Lu � I' I I I I 1 1 I I ,I GAP - UN T'A BEYOND 0 X Q LL 12"SQUARE FINISH GRADE LEADER INTO 1 I I I I I I I I 1 FIBERGLASS/ Q_ I I COLUMN I I I I I 1 1 II UNIT"A'BEYOND °- W DRAINAGE 1 I I I I 1 , ,I THIN5ET BRICK ASPHALT ROOF J SYSTEM(TYP.)-- � COVER OVER J U ------- J `J Il VENEER SHINGLE U ------------------------------i�1D-EE3L -- ------- ---------- -------- cn Q �- I ----------------------- -L------------------L ---------I-J i, \ �` W U Q --------------------- ----- --------------'----- L � ` I 0 to Q REAR ELEVATION w/ WALKOUT 4 SCALE 1/4"=1'-0" �3.2 �\ 12 METAL CHIMNEY 12 �� `�10 FLA5HIN5 AT �` O ROOF(TYP.) `. >' METAL FLASHING AT THE HEAD OF ALL WINDOWS 4V7J DOORS(TYP.)- -- ,'� 3 �`� L O 4 5/4 PVG L0 TRIM ' AROUND L- DOORS AND i m WINDOWS(TYPJ-- DECORATIVE RAILING- - Lo I EPDM PAN r FLAT EPDM U I 12 ROOF 2 T 0 SUBFLOOR �� - I _ _ --- -- - - N -- -----------------------------FLATEPDM ------------------------------------------ ROOF Ix PVC TRIM® ' J EAVES 4 z RAKES(TYP.) � . 36"H.PVC, N CEMENTBOARD D pC GUARDRAIL SIDING,5Ya" REVEAL r r N TOSUBFLOOR - ----------- ----------- ----- --------- --- - ----- ----------- --------------- - LE�,DrR INTO DR�AIMAGE FINISH GRADE 2 I 3 I GA5 METER I I I I I I 11 1 1 SY6Tl m(TYP.) i I i LOCATION a3.1 I II 11 11 J ----------- -- --- 12"5aJARE WATER METER OL05ET 1 i i i' 2"512UARE --------------- -----GGLU MN w/WEATHER 5TR PPED� ' i I COLUMN ' BLUESTONE TERRACE COVER OVER DOOR 4 HEATER-- FIREPLACE 1 COVER OVE it 1 I ON GONG.SLAB WD.COLUMN TERMINATION ' I I - ---ZT'--r,--�7--rr- -i WD COLUMN I I II II II II I 11 u 11 11 II I x STEPPED 11 ' r-------I ---- --� 1 1 FOUNDATION WALL Li 1 B T O SLAB I CN - -- ' --- _ NIP I 2x4 P.T.IND.NAILER5®Ib"o.a. L____ _J L____ _J S I D RECESSED INTO GONG.FIND..WALL E ELEVATION w/ WALKOUT 1 I I SCALE:1/4"=1'-0" I I I I I I I �A/C UNITS ON j � 0 2' 4' B' IJL------------ ------------------------------------------------ _.. --------- _------------------ Ll GONG.PAD ( 1 I I 1 I L--------------------------------------------------------------------------------------------------------------------------------------------------� �----J x FLAT EPDM ROOF SLOPE Y+'PER FT 1 2 N10 INSULATE SEPARATION WALL(TYP, --� 2 g±V 2ZW 00 E W (0 O ►-H O gip: O W U Q all -�-O Oc W U O � 2 d _ 3a N U =u 10 p U o oe � N5ULATE Q 5EPARAT ON FLAT EPDM H WALL(TYP.) ROOF �D WALK-IN SO G.4I t� 12 BEDROOM#,�L 0v o CL i BEDROOM#3 co;0 � f I � � T 0 SUBFLOOR 4 2 .�.®. _ � � T O SUBFLOOR q 0 1 - N5ULATE ►= PER METER OF GARAGE o DINING v MUDROOM o DEN GARAGE TYP ROOM _ z O 1 Lu O T 0 SUBFLOOR T 0 SUBFLOOR - - - - — - --- I --- - - — - - -- T O SLAB - - — - -- - ''• ,� @ DOOR G { - - - - I 0 •I: N5ULATE I: V) N FLOOR OVER z O J",F INSHED "• O N F r`11SHED UNFINISHED SPACE TYPE 6 U o BASEMENT •r- UTILITY o w I 0 TO SLAB �. TO SLAB Z Z 0F 0 j Q LL_ BUILDING SECTION n BUILDING SECTION SCALE I[."=1'-0" SCALE li4"=1'-0" U w w �- w U Q 0 rn 0 O I 5►'�"F BERGLASS 6 6 2) GYP 5V2 F BERGLA55 SOUND SOUND BOARD - W ATTENUATION L NER PANELS ATTENUAT ON �i Z x � O L / _ O � _ W II II MASTER 0 HALL BEDROOM#3 YLO BEDROOM � - r 1 N Ia O - v • • THERMAL (2) GYP FLAT EPDM N a ( FIBER OR BOARD ROOF --- x APPROVED LINER T 0 SUBFLOOR THERMAL I CLOSED CELL FIRE STOPPING 6' I 6 PANELS 2 .�_ APPROVED Ia FIBER OP. SPRAY FOAM = W FIRE STOPPING SEPARATION WALL DETAIL NSULATE -- - 5 5 `' SCALE 1-1/2"=I'-0' PER METER OF GARAGE j S E P A R A T I O N WALL DETAIL OPEN CELL"x' it TMP 4 SCALE I-I/2"=1'_0• SPRAY FOAM 6 b, O KITCHEN MUDROOM 2 5OUARE GARAGE COLUMN p N COVER OVER ff ` z HIP.COLUMN i '4 T O SUBFLOOR c T O SLAB 0 E C i @DOOR OLG I x INSULATE FLOOR OVER UNF N15HED r 1 THERMAL SPACE(TYPJ I x FIBER OR UNFINISHED I WALK-IN APPROVED (2)1'GYP UTILITY CL O F RE STOPPING BOARD N5ULATE WALL5 _ LINER PANELS ADJACENT TO I Oi SEPED ARATION WALL DETAIL SPACE(TTYPJ V SCALE 1-1/2"=1'-0" B TO SLAB z 0 - -- - --- 0 0 2' 4 e' 3 BUILDING SECTION SCALE 1/4"=1'-0" 1/4"=1'-0" - ROOF CONSTRUCTION, 2x6 WD LADDER 56"H.PVC SEE WALL SECTIONS ROOF CONSTRUCT ON w/BLOCK NO® ROOF CONSTRUCT ON, ROOF CONSTRUCTION, GUARDRAIL SEE WALL SECT ONS METAL I6'o o. SEE WALL SECT ONS METAL SEE WALL SECTIONS 2x NO.BLOCKING ALUM."K" DRIP DR,P DECK CONST BETWEEN RAFTERS GUTTER I EDGE -OY2 EDGE SEE WALL METAL "''� I SECTIONS DRIP 12 °� i `` EDGE 107 PVC ALUM. TR.M, x PVG I GUTTER r \ I PA NT TRIM m r t' PA NT 13/4' xb PVG W PA NT SIMP50N H-4 OR I° TRIM, r z z co H-5 HURRICANE x pVC .� o CLIP®EACH TRIM, Ix8 PVG ~"'~ a o RAFTER(TYP.) PANT Ix PVG TRIM, o W U PAINT 3/4„ 5/4 PVG TR M °G "' o- p o 41 =�y I BEADBOARD PANT O �- ;a xb PVG HIP.BLOCKING 5/4 PVC TR M 6' I 6 P.T.AD BEAM U x s 3 TRIM ®I6"o.l:' EA.SIDE OF 2'SQUARE -EXT WALL EXT.HAL -?' U _ PANT In BEAM,PAINT 1 COLUMN CONSTRUCT ON, CONSTRUC ON ° T' EXT.WALL I COVER OVER SEE WALL SEE WALL 12"SQUARE Q 5/4xb PVC HEAD CONSTRUCTION HALL , I HO.COLUMN _ SECTIONS SECT ONS COLUMN COR TRIM,PA NT SECT ONS 1__L4I WVGO UMNR D D HINDOH AS SCHEDULED PORCH EAVE DETAIL MAIN RAKE DETAIL DORMER RAKE �� a DETAIL 9 DECK DETAIL d 6 ,-------� SCALE:1-1/2"=1'-0' SCALE 1-1/2"=1'-0" SCALE 1-1/2"=I'-0" SCALE 1-1/2"=1'-0" a3 0 � M A I N E AV E DETAIL ROOF CONSTRUCT ON 1 - HIP.WALL SCALE I-I/2'=I'-0' SEE WALL SECT ON5- 1 1 FRAMING, ALUM. K AD.SILL SIDING S GUTTER N PLATE SHEATHING O BELOW THIS BELOW TH15 POINT HAS POINT HAS TO BE P T. TO BE P. 771 qFF '] cove owi cave Ion, n ; NOTE TYP.ROOF CON5T. PRIOR TO INSTALLING SHINGLES INSTALL GRACE"ICE a z x PVC WATER SHIELD"OR APPROVED EQUAL SELF-ADHERED 4 FIN15H 4 Y ad a TRIM, u1 vi • ASPHALT/FIBERGLASS RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES MULCH2 0 PA NT ' x PVC Z ROOF SHINGLE EAVES RAKES VALLEYS.HIPS ROOF-TO-WALL �D I * BEADBOARD O • 15#BUILDING PAPER INTERSECTIONS AROUND ALL ROOF PROJECTIONS.AND ENTIRE 5 �" 2 SGIUARE N • 5/a"EXT.PLYWD.SHEATH N6 ROOFS THAT ARE FLATTER THAN A 3 12 SLOPE DIRECTLY TO - a /4 PVG TRIM b j COLUMN uj 1 ENGINEERED WD ROOF ROOF SHEATHING INSTALL"ICE 8 WATER SHIELD'FROM THE m BEAM PAINT � � I COVER OVER � H TRU55 w/5PRAY FOAM EDGE OF THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR 1 N5ULAT ON WALL LINE. INSTALL PER MANUF INSTRUCTIONS CONCRETE 1 ND.COLUMN • 5/e'GYP.BOARD,PAINT F NI5H FOUNDATION HAS I v GRADE TO BE ABOVE d a f/) o i TYP.ROOF CON5T. �� PORCH E A V E DETAIL Q o 6 TYP.SECOND FLOOR CON5T. �• ASPHALT/FIBERGLASS SCALE I-I/2"=I'-0" TYR FLAT ROOF CONST F_ O ROOF 5H NGLE FOUNDATION DETAIL EPDM MEMBRANE wp N • FINISH FLOOR • 15#BUILD NO PAPER SCALE 1-1/2"=1'-0" 3/4"Tab EXT.PLYWD. • 5/4"TS G PLYWD • 5/W EXT.PLYWD SHEATH N6 SHEATHING 06 51,15FLOOR • ENGINEERED AD.ROOF 12 TYR FLAT ROOF CON5T 2XIO TAPERED AD. • 12"FLOOR JO ST TRIJ55 w/SPRAY FOAM 107 i 2x4 ER JO STS EXT WALL CON5T z • s/s"GYP.BOARD PA NT INSULATION EPDM MEMBRANE ROOF CON5T,SEE • Ix PVC BEADBOARD O 3/4'TdG EXT.PLYWD DETA L 2/A3 I� i 5HEATH N6 SEE DETA L 2/A3 • 2x10 TAPERED WD. ~ O 2 T 0 SUBFLOOR, i i T.O.SUBFLOOR ---- RAFTERS®I6"O.G. 14 - SLOPE Y4"PER FT U z 2 T 0 SUBFLOOR ��x�,,� As>�oA��----_ T 0 SUBFLOOR _____ `W N - - . -. Z Q LL_ J EAVE w/ EAVE w/ —4 0 -1 ------- GUTTER, GUTTER, ' 'k � `3 I SEE DETAIL ------- SEE DETAIL i i+ - + IY j 1 I I N INT SEPARAT ON oo ALL 1-- ; _T- - SECOND FLOOR 6 1 ; 1 SECOND FLOOR � UL-U336 2-HOUR RATED �`�w/ I 1 TYR.SECOND FLOOR CON5T. 10 1 1 CON5T.SEE DETAIL �3 I ; 1 CONST.SEE DETAIL 5TG RAT N6 6 GUTTER, 1 - - 1 2/A3.1 -'i-1 SEE DETA L 1 • FIN15H FLOOR '3 I , 1 2/A3.1 • (2)ROW5 2x4 NO. -- • 3/4"T46 PLYWD. I I L STUDS®Ib'o c.w/3►'2" SUBFLOOR • 12"FLOOR JO ST FIBERGLASS ACOUSTIC 1 I ATTENUATION WINDOW AS • 5/s"GYP BOARD PANT 12"5GIUARE W O ` SCHEDULED-- - • (2) 'GYP BOARD COLUMN i m y 2 L NER PANELS �' * WDVGOLER OUMNR • L142 A R5PAGE,EA.SIDE - p IU TYP.EXT.WALL DOOR A5 i i 1 VJ J • Y2 GYP.BOARD,EA. v 5 DE.PA NT • CEMENT I Q SCHEDULED - I 2 SQUARE ; w p CLAPBOARD p a i O COLUMN ; DOOR AS Z BUILDING WRAP ai - 1 COVER OVER 1 fn 6 ' � t TYP.TERRACE I pC 1 1 SCHEDULED TYR F R5T FLOOR CON5T • Y� EXT.PLYWD °ry TYR F R5T FLOOR CONST =n WD.COLUMN--- -1 --- 5HEATHIN6 IY,"RANDOM O • FINISH FLOOR 2x6 HD STUDS ' � • FINISH FLOOR BLUESTONE ON 05E V • 5/4"T16 PLYWD ®16'o a.w/ r • %'T46 PLYWD 4"REIN.GONG.SLAB r r O ll) L SUBFLOOR SPRAY FOAM SUBFLOOR • 6"COMPACTED • • 16"FLOOR JO 5T INSULATION • 16"FLOOR JO 5T GRAVEL BASE Ott • 5/p"GYP.BOARD PA NT • Y2'GYP BOARD, •Y2 GYP.BOARD PA NT COMPACTED SOIL, PA NT F RST FLOOR CONST F R5T FLOOR CONST /1 4 - - SEE DETA L 2,A3 VJ �3 0 SLOPE Ya F SLOPE Ye''PER FT. SEE DETA L 2/A3 T 0 SUBFL00 T 0 SUBFLOOR T 0.SUBFLOOR I I ----------- - IT 0 SUBFLOOR N v n`• 1 F N.GRADE •, l W I L 6 . 'a a• r L• N GONG.SEPARAT ON WALL I ••° TYP.GONG.FND.WALL CONST. ? •° • 10"REIN.GONG.WALE • PROTECTION BOARD O GONG. l\ Z a� a •Y,"AIRSPACE a • WATERPROOF SYSTEM SDI •a FOOT N6E �/ �l •a • 2x4 WD.STUDS® 6'ox. • 10"REIN.GONG.WALL ml 1 FOUNDATION WALL w/SPRAY FOAM •Y,"AIRSPACE FOUNDATION WALL, •j INSULATION,EA SIDE o 2x4 HD.STUDS® ,e SEE DETAIL 2/A3 L— -------i SEE DETA L 2/A3 •Yz"GYP.BOARD EA 16"o.c.w/SPRAY FOAM a `fl Y ••j SIDE PAINT •• INSULATION I , �o TYR.PAVERS�~ ys"(SYP.BOARD,PAINT .I 6"FOUNDATION WALL v# E3LUEANDO w/SAND V REIN.GONG.FOOTING, �p N NOTE. - a NOTE `fl SEE STRUCTURAL DW6's SWEPT JOINTS' • 4"SAND BED ALL NOOD Q I• ALL NOOD it FOR MORE INFO. IN DIRECT d) TYP.GONG.SLAB CONST IN DIRECT TYR.GONG.SLAB CON5T. • 6"COMPACTED CONTAC-N a I•• CJNTACT N/ a GRAVEL BASE ON A • 4 REIN.GONG.SLAB 4"RE N.GONG.SLAB CONCRETE I.. • 10 MIL.POLY VAPOR CONCRETE • 10 MIL.POLY VAPOR COMPACTED 50 L SHALL BE I'I BARRIER SHALL BE •• BARRIER •• •• . PRESSURE •A • 6"COMPACTED PRESSURE .e • 6"COMPACTED •� •a GONG.SLAB,SEE TREATED TREATED GRAVEL BASE ON GRAVEL BASE ON GONG.SLAB,SEE COMPACTED SOIL COMPACTED SOIL DETAIL 2/A3.1 DETAIL 2/A3.1 �• a. a, T0.SLAB T O.SLAB -- B$ T 0 SLAB - - ------------—-—-—-—- --a e T 0.SLAB aB p . a , •�• 4 PERF.DRAIN Q 4"PERF.DRAIN O 4"PERF.DRAIN Q PPE N COURSE PIPE IN COURSE PIPE IN COURSE � REIN.GONG.FOOTING, GRAVEL,WRAPPED REIN.GONG.FOOTING, GRAVEL,WRAPPED REIN.GONG.FOOTING, GRAVEL,WRAPPED RE N.GONG.FOOT N6, SEE STRUCTURAL DW6 s IN FILTER FABR;G, SEE STRUCTURAL DWG s IN FILTER FABRIC SEE STRUCTURAL DWGs IN FILTER FABR G, SEE STRUCTURAL DWGs WALL SECTION FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRA N FOR MORE INFO. SCALE'I/2"=I'-Q" WALL SECTION WALL SECTION WALL SECTION 7 z SCALE:1/2"=I'-0' " SCALE I/2"=I'-0" SCALE I/2"=I'-0" ROOF CONSTRUCTION, SEE WALL SECTIONS 2x AD.BLOCKING TAPE OVER METAL BETWEEN RAFTERS 12 REF DW6'S FOR HEADER DRIP FLASHING NEN WINDOW u DOOR INSTaLL4T10N NOTES 8±� (�rPJ SIZE METAL 5 FOLD SELF-ADHERED CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER DRIP =� /a PVC SLOPED GAP MARVIN SPECIFICATIONS,W00D4ULTREX INSTALLATION FOR EDGE w/PVC SCOTIA!TYP.)_ RUBBERIZED FLASH'N6 NTO OPENING AT JAMBS NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY d SELF-ADHERED INSTALL OVER SILL END OUTSWING FRENCH DOOR WOOD4.LTREX SERIES TYP WINDOW PVG ALUM."K RUBBERIZED FLASHING GAP DAMS(TYPJ INSTALLATION NSTRUCTIONS DATED 7-25-17 WINDOW ROUGH GAS,N6,PAINT GUTTER OVER HEAD NA L INS WINDOW NG PREP a FLASHING METHOD A-!MEMBRANE DRAINAGE WINDOW R 0 HT SYSTEM DATED 2-22-14. Z Z W N O % FLANGE(TYP.) SEE EXT ELEVATIONS ' c 7� 51MP50N H-4 OR y ;o 7 BEAKER ROD AND 1 Ix PVC BEADBOARD H-5 HURRICANE `"'`- ¢0 .o SEALANT AT INSULATED GLASS x PVC SIDES,PAINT CLIP®EACH oc p u, ._ o WINDOW SEE EXT. RAFTER(TYPJ O _ 0- N PERIMETER OF WINDOW G&u U _ FLANGE(TYP.) ELEVAT'ON5 d WINDOW WINDOW AS SCHEDULE FOR TYPE SCHEDULED x PVC TRIM, U x 1 3 2"HISTORIC PVC -_ro SILL w/DRIP i DECORATIVE PAINT U _ RA LING I O° v RUBBER ZED PAN W NDOW AS a ' FLA5H N6 SYSTEM w/END SCHEDULED GAP DAMS d BACK DAM EPDM ROOFING,RUN BETWEEN WINDOW UN T d PVC SILL d PAN FLASHING WINDOW,ON/a TdG STOOL TRIM(TYP.) UP SIDES d UNDER APRON,PAINT rO'��c•qr-';�► EXT.PLYWD. EPDM ROOFING,RUN JP 5 DES d UNDER !v L SHEATHING,ON WINDOW,ON 5/4"Td6 EXT.PLYWD. b T TAPERED FRAMING 5HEATHING,ON TAPERED FRAMING TYP.EXT.WALL a',, SLOPE Ya"PER FT CONSTRUCTION p AALL 5L PE/4 PER FTEXT '4 TYP. WINDOW DETAIL CONSTRUCT ON O }� N 12 SEE WALL SCALE 1-1/2"=1'-0" 10v SECT ON5 s/ax I P TRI PA T EPDM ROOF NG,ON 3/4" Td 6 EXT.PLYWD. SHEATH N6,ON 2x4 rLLl TAPERED FRAM!N6 L ROOF CONSTRUCTION s SEE WALL SECT ONS /4PVG5LOPED a DORMER WINDOW DETAIL N EXT.WALL SCOTIA(TYP.) CONSTRUCTION, 6 SCALE 1-1/2"=1'-0" 0 5EE WALL N s/a PVG HEAD m SECT ONS w CASING(TYP) TYP.FLAT ROOF CON5T x PVC x PVC • EPDM MEMBRANE ' CASING(TYP) PAINT BEADBOARD 3/a"Td6 EXT.PLYWD. L—L-- SHEATH'N - O ) 6 • 2XIO TAPERED AD. Q N RECESSED WINDOW DETAIL . 2x4 CL6.JOISTS -- EXT.WALL CONST, w RAFTERS•Ib oz F- O ' ROOF CON5T.SEE • Ix PVC BEAD50ARD N R 5 SCALE I-I/2"=I'-0" DETAIL 2/A3 SEE DETAIL 2/A3.1 06 +- 5/4 PVC SLOPE Y4 PER FT O BEADBOARD ; T 0 SUBFLOOR ------------------- -- ----- -- z SOFFIT - i i 2"PVC I O H 5TORIGAL EAVE w/ F_SUTTER, i r` 0 i W NDOW AS i i SILL(TYPJ SEE DETAIL , v SCHEDULED��i - �' :!5/4x4 APRON(TYP.) i Lu z = TYPu- . EXTERIOR 6 ;_ i� SECOND FLOOR Z N ' ' 0 �3 I GONST.,SEE DETA L O J EPDM ROOF- i 0r WINDOW/ DOOR CASING -----` 2/A3.1 �_ SCALE:I/2'=I'-0' � � Q DECORATIVE ; �I w u Q RAILING ' ' -SECOND FLOOR O L CONST.,SEE DETAIL 2'SQUARE LUMNW O `-------- -- - - 2/A3.1 T 0 SUBFLOOR COVER OVER i jn 2 ---- DOOR AS p 56 H.PAL- AD.COLUMN SCHEDULED ai GUARDRA L w/ GATE 3(b H. W - r Z ABOVE GRADE EXT WALL GON5T., j I CHAMFER BEE DETAIL 2/A3.1 FIRST FLOOR CONST BOTH SIDES SEE DETA L 2/A3.1 O TYP.ROOF CONST. 1 O LO s/e TYPE 'X GYP. L �Q BOARD d NSULAT ON TO SUBFLOOR - • ASPHALT/FIBER6LA55 TO SUBFLOOR • ABOVE GARAGE I ROOF SHINGLE ( _ __------- ------ -- -------- ca FIN.GRADE • 50 BUILDING PAPER 12 • s/s"EXT.PLYWD.SHEATH N6 • ENGINEERED AD.ROOF ' ' I TRU55 w/SPRAY FOAM i i ' ` U-) O NSULAT ON �.`'' 'I' N TP.T AD LED6ER w/ U OVERHEAD DOOR ' METAL FLASHING ON TOP EGRESS 5TEP5 -FIRST FLOOR CON5T - TYP DECK GONSTDECK GONST. c� SEE DETAIL 2/A3.1 N 6 ----------- ' 4, COMPOSITE DECKING • �3 2 i i i ors.• 2x 2 P T.NO.JOISTS 0 b i • _"."00 ' ' EAVE w/ ; ' .•• • X SUTTER, 6 i SEE DETAIL • T„ i WINDOW AS i i W T 0 SUBFLOOR r SCHEDULED ' DOOR A5 •°I SCHEDULED c�----- - --- b'GRAVEL w/DRA N SLOPE)'4"PER FT. TO FOUNDATION ' T O SLAB O =3 •° i i 2 SQUARE >r N @ DOOR - a ;p X PERIMETER DRAIN EPDM ROOF i COLUMN ' 3O" ; i = Q COVER OVER ••°. ,. GONG.SLAB,SEE • MIN i i O -1 AD.COLUMN GONG SLAB,SEE ° DETAIL 2/A3.1 i SLOPE' ' FT. OC - DETA L 2/A3 DRIVEWAY, ' ' dJ T 0.SLAB a Z r T O SLAB SEE SITE PLAN �9` B - --:-��-��-�-- -�---- a-, ° p ------------------------ --GONG.SLAB,SEE 12 D ° DETAIL 2/A3.,NO °• ••° `9 I` ------------------ k 10� ' - - .� RIGID IN5ULAT ON rn t CN •., °•• 2'R'60 NSULAT ON b"FOUNDATION WALL w/ ° • 2'-0 M N.EA. REIN.GONG.FOOTIN6, 4'PERF.DRAIN PIPE N COURSE REIN.GONG.FOOTING, --- -- TO SUBFLOOR i i O GONG. a DIRECT ON FOR $�2i�-50NOTUBE �D ENTIRE LENGTH OF SEE STRUCTURAL DW6 s 6RAVE:L,WRAPPED'N FILTER SEE STRUCTURAL DW6's J l FOOT N6 REAR WALL m FOR MORE INFO. FABRIC,CONNECT TO DRAIN FOR MORE INFO. ,' m WALK KA � l OUT (:DWALL SECTION 2 WALL SECTION WALL SECTION • 3 i i 4 PERF.DRAIN REIN.GONG.FOOT N6, SCALE I/2"=I'-0" SCALE 1/2"=1'-0" SCALE 1/2"=1'-0" '----------i RPE N COURSE •° °• SEE STRUCTURAL D16166 GRAVEL,WRAPPED FOR MORE INFO. IN FILTER FABRIC, WALL SECTION 4 CONNECT TO DRAIN SCALE'I/2"=I'-0" G CAMERA-O'NEILL CONSULTING ENGINEERS 36-,° Structural Engineering-Design 2q Black Point Lane Camera/O'Neill Portsmouth,Rl o2872 t.+y Enyn+rers 401.578.2983 I r� 12'-3" 50.1 GONG.FT6.REINF.W/04 a .�Y. .� '• CD 12"D.G.E.W.,BOT. g `� > W z z ul 0� o % 1 ` .f' H 4)N U V O O ;\ \ r+rJ n� /� H Q R. Cps O O W U oc ,�•o w O W O t Q O 1'-4° 4 1_4° U V Z 3'-2' 10'DIA,REINFORCED I 12'-3" 50.10 10 PERMIT SET r` `o SONOTUBE PIER,TYP. (B.O.F.MIN.3'-b"BELOW 2'-3K' 10 2'-,%' oC U GRADEJ NC.FT6.REINF.W/#4 5-b' / BARS®12"O.G.EA.BOT. F / I 15'-I' O I ca 12'THICK GONG.FT6. COORD W/ARCH'L tq'-b" _ • REINF L---J OG BA S AD GENT 5" Q -3'-2"- 10°DIA.REINFORCED b 50.1 UNIT 5° � 5° SONOTUBE PIER,TYP. 3..2� SO.1 FOUND TIONpie (B.O.F.-14'-0"] 5° (B.O.F.MIN.Y-b°BELOW -- ----- - ----------- - GRADE) [B.O.F.-10-10] % -t - - ----- + t ------ ------------------- --- -- - ---------------- -- --------------- ---- I �� , ------- - �T.O.SHELF ------ - --- T.O.SHELF�------I J FT6.STEPS [-10'-2"] T.O.WALL [-10'-2°] J Q LU AD GENT-J J T.O.WALL- T.O.WALL J T.O.STEM '7 ®DOOR T.O.STEM O �g ( ®BEAM tL (�,�.] [-10'-21 (-9'-b°] T.O.WALL ' S z�- UNIT � POCKET (-0'-�'4°] v I `Z O p SO.I `r Q �E� FOUN TION F- 51M (-5'-10°) (3 * I [-2'-33/4") T.O.WALL®WINDOW r- z O [COORD.W/ARGHL) T.O.WALL v (COORD.VV p J , 10'WALL m �''i I ID'WALL ARCH-L] �p 10 PROVIDE a INSTALLY�' LU O PROVIDE a INSTALL Y2-- COORDINATE 1'-10"FT6. 'SPRINGFIELD°GAP AND 1 PROVIDE(4)FULL z 1'-10'FT6. 'SPRIN6FIELD"GAP AND BASE PLATES AT ALL I T.O.WALL STEPS BASE PLATES AT ALL WATERPROOFING Z LALLY COLUMNS,TYP. HEIGHT#5 VERT.BARS i AND DRAINAGE W/ R� LALLY COL AT WALL STEP I UMNS,TYP. ARGHL 01166. A� N F2S q� 5 FT6.STEPS ��\ I F2.5 _ 4 > w 50.1 V.2 1 O 50.2 ��} 55 _ ,/ER I PROVIDE#5 BARSAT HORIZONTALLY � PROVIDE a INSTALL)5"GAP AND PROVIDE a INSTALL Y2"GAP AND CENTERED ON WALL.PROVIDE T.O.WALL BASE PLATES AT ALL HSS T- BASE PLATES AT ALL HS5 r- #5 DOWELS INTO FT6.TO MATCH 1. T.O.WALL O [-O'-`Y,'] COLUMNS,TYP.BASE PLATES COLUMNS,TYP.BASE PLATES VERT.REINF. in T.O.WALL [-0'-5►s'] SHALL BE SUBMITTED W/STEEL 12°THICK GONG.FTG SHALL BE SUBMITTED W/STEEL T.O.WALL U. 0 SHOP DRAWINGS ®BEAM ®BEAM O 12'THICK GONG.FT6. POCKET REIN..W/#4 BARS® SHOP DRAWINGS REINF.W/#4 BARS® N T.O.SLAB POCKET Z 0 12°O.G.E.W.,BOT. r-, T.O.SLAB ELEV.9'-6' (-I'-bl'4') O ELEV.-9'-6° (_I�V4•) 12'O.G.E.W.,BOT. N [B.O.F.MIN 3'-6" 1 SLAB DETAIL r GOB (B.O.F.MIN 3'-b" L O 5� BELOW GRADE] u- 50.1 5� E4 / BELOW GRADE] _� +- O I SLAB DETAIL /// m O --- / Z C14 18'-03i' m 4'NORMAL WT.GONG. O 50.1 b WALL -T O.WALL AB-0N-GRADE. b'WALL U m4"NORMAL WT.GONG. ®BEAM POCKET SEE DETAIL (/) 2>7 SLAB-ON-GRADE. % 14-04'] O SEE DETAIL TYP + TYP 0 � O 3 PROVIDE CONT.#4 F 6.STEPS W/- PROVIDE ELEVATOR PIT 3 PROVIDE CONT.04 BAR 0 T.O.WALL 50.1 2,_�� BOAPR ENTERED WALL ND ELEV TOR OPTION ��'I-01/aARGH. FOR ELEVATOR OPTION 1 2'-�� A � Z LL_ ° CENTERED AT TOP OF WALL O O AND CONTINUOUS BEVELED 2x3 ®BEAM OSS CONTINUOUS BEVELED POCKET < + i 2x3 SHEAR KEY AT -T.O.WALL CUSS SHEAR KEY AT WALL BASE Q- LL [-I'6V4°) WALL BASE _ ®BEAM POCKET �< + Fy L I T.O.WALL O O 2b v [-I'-Fa4°] +� T.O.WALL0 BEAM r () w T..WALL 6 T.O.WALL I POCKET -�j 50.1 Q .D.WALL POCKET s Lu U Q ®BEAM ®BEAM F3 [-I'-b)'4'] N C) POCKET 50.1 -- - ti Q �bT®BEAM POCKET O,'L T.O.ELEV. Y1 50.1 POCKET i F3� [-1'�4°) SIM �c ' PROVIDE#4x4b' PROVIDE(4)#4/ERT. m -- - PROVIDE#4x4b° PROVIDE(4)#4 VERT. [-I-(4'4°] [B.O.F.-10'-10"1 m DIAGONAL REBAR BARS AT PIER PIT SLAB 51M (-1'-d'4') r ----- ------- AT RE-ENTRANT ELEV.-10'-6' -- (B.O.F._IO_-1-)----- "' DT RE-ENTRANT R BARS AT PIER SLAB CORNERS. % ' -� r --, _ SLAB CORNERS. O -+-, --, -, 1 _ � 1 �--i1 W/ELEVATOR \ -T.O.WALL V�oVIDE-4 INSTALL ®BEAM L I ,�i I i 50.1 \ PROVIDE a INSTALL BEAM POCKET AND P.T. POCKS 1 `FT6.5TEP5 W/ ®BEAM ' BEARIN6 PLATE TO 1'O� I" BEAM POCKET AND P.T. 1 POCKET a[-I'-F�'4°J i p FTC.STEPS W/ ELEVATOR OPTION BEARING PLATE TO I'-0° 1 � ACCOMMODATE BEAM. 1 ELEVATOR OPTION ACCOMMODATE BEAM. [-1'44"] PROTECT UNTREATED Ir_ . � i- PROTECT UNTREATED If_Ad LUMBER WITH BUILDING 1 8" LUMBER WITH BUILDING 8°HALL i FELT,TYP. y I SLAB DETAIL FELT,TYP. I SLAB DETAIL b •I•, 50.1 � 1 I'-8°FT � I I'-b"FT � 0 O - I SO.I p aj LLp o Q 5 '16, - ----- o 5 -�----- 'k OQ V 4'NORMAL WT.GONG. ~ 0 LO SO.I S 4"NORMAL WT.GONG. z LU SIM 50.11 I •• SLAB-ON-GRADE. Z`�' SIM Ul ' 4 " -- - 4 5LAB-ON-GRADE. x ! e SEE DETAIL p N O L PROVIDE(4)#4 VERT. O i .I 50.2 p `PROVIDE(4)#4 VERT BARS AT PIER .i. 50.2 �`�DETAIL � 10°WALL I'-ID°FT6. I'-10'FT6 BARS AT PIER t`+ �T.O.SLAB � I r`+ T.O.SLAB ELEV.-I'-0"®GARAGE DOORS F Q I 5 ELEV.-1'-0'®6ARA6E DOORS v< �� ^' 5 IN THE EVENT OF SEPARATE I 50.1 -IN THE EVENT OF SEPARATE < 50.1 3 LO POURS,PROVIDE a INSTALL 05 POURS,PROVIDE a INSTALL 05 2 ' x 30'LON6 DOWELS®12'O.G. x 30"LONG DOWELS®12°O.G. O N ------------ VERT.DRILLED a EPDXIED INTO 1 VERT.DRILLED a EPDXIED INTO ' - �' FDN.W/b°EMBED. IN THE EVENT OF SEPARATE FDN.W/6"EMBED. IN THE EVENT OF SEPARATE POURS,PROVIDE a INSTALL#5 LL T POURS,PROVIDE a INSTALL#5 x 30"LON6 DOWELS®12'O.G. 10"WALL O i= x 30'LONG DOWELS O 12"O.G. 10"WALL ;_ ' 3 VERT.DRILLED a EPDXIED INTO M a Z W VERT.DRILLED a EPDXIED INTO M t ~ I'-10°FT6. J U- FDN.W/b°EMBED. 1'-10'FT6. i JAGENT � I 50.2 J LL- FDN.W/b°EMBED ..WGENT :r UNIT T.O.LC WALL ^ 50.2 _ •- F ATION T.O.WALL - T.O.WALL F NDAT101N '� T.O.WALL O I° T.O.WALL T.O.WALL [1 DDOR [-0'-SvLL Jo m [-0'-a►4°] 1 Do oR � [-0'514) o --- ----- ----- '� 3 LL � O O ----------- ---------- - --- --------- , ----------- ----------- - --- ---------- , O m L---- --------I o CN /-7 7 m ? N 50.1 SIM b 50.1 _- __ - ------_--- I 50.1 SIM 8 50.1 a tlb'-3° I tIV-3" tl'-Id5' COORD.W/ARCH'L t4'-4Y,' 14'-6" 5'-b° t1'-Il5° COORD.W/ARGHL t4'-4Y2° J. FOOTING 5GHEDULE FOOTING FOOTING UNDATION PLAN-WALK OUT BASEMENT (D�ALE ID TA6 SIZE REINFORCING:I/4"=1'-O" 0'\FOUNDATION PLAN-EGRESS WINDOW c SCALE:1/4 F 5 2'-b°x2'-b"xl2"THICK (4)#4 E.W.BOT. $ FOUNDATION PLAN NOTES: F3 3'-0°x3'-0"xl2°THICK (4)#4 E.W.BOT. d I. T.O.FIRST FLOOR 50 FLOOR SHALL BE GALLED ELEVATION 0'-0" F4 4'-O"x4'-0"xl2"THICK (5)#5 E-H.BOT. 3 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, c PIER5,FOOTIN65,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, � 6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH 3. LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND Y2"THICK"5PRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION a SPECIFICATIONS a a `o h GCAMERA-O'NEILL 4°INTERIOR CONCRETE CONSULTING n ENGINEERS 9 n9•�9 SLAB ON GRADE w/bxb PROVIDE d INSTALL 51MP50N P.T.POST, aa7 Black PontLane w WI.4xHI.4 W.W.F.SLAB z AM66(OR ABU44 AT 4x4 Bn 5HRINKA6E CONTROL JOINT o- u CONCRETE SHALL BE 402-s78�9B3 SEE PLANS Camera O'Neill Portsmouth,RI o: U.1 v PROVIDE AND POSTS)STANDOFF BASE d SVIt nq EAQ".ClIS (PROVIDE 5AWGUf JOINT O 0 x 3000 psi MIX W/NO FASTEN TO CONCRETE PIER W/g° IN GONG.SLAB AND F LL w ~F- ADDED AIR ENTRAINMENT. INSTALL CORNER "a z BARS TO MATCH DIA.EPDXIED THREADED EPDXY AFTER SLAB CURES O H55 STEEL COLUMN OR AT H.5.5.COLUMNS,PROVIDE AND INSTALL�°GAP ANCHOR ROD(5°EMBED.) SIZE AND 5PAGIN6 ... PLATES AND BASE PLATES.GAP AND BASE PLATES r RUN HOR BARS OF HOR.WALL 36° COLUMN SEE PLANCONCRETE FILLED LALLY SHALL BE SUBMITTED WITH STEEL SHOP DRAWIN65. !�?' LONG REINF.E.F. , ° f� 10 MIL.POLY.VAPOR AT LALLY COLUMNS,PROVIDE AND INSTALL / F� RETARDER.LAP EDGE5 "5PRIN6FIELD"GAP AND BASE PLATES. i R a <" s 6"MIN. FASTEN GAP PLATES TO BEAMS W/(4)-1/2"DIA.LA6 E tj"SHIM SPACE.COMPLETELY PACK w I IA ��'�\ =Z"' °' - WITH N.S.GROUT TO ACHIEVE FULL 56REW5 AND FASTEN TO CONCRETE FOOTINGS WITH 4) 0 O"D CONCRETE 5ONOTUBE 1`:. „�_ z/ W m c DIA.EXPANSION ANCHORS.TYP. /.s '�—> >o c o.BEARING ONCE COLUMN 15 5ET IN PLACE } o u�i U a°C °�O 47 6 THICK COMPACTED �'.` ----�, 0 o W c GRAVEL BASE LAYER. 3 \ 'E t 0 _ r� o GONG.SLAB ON PROVIDE d INSTALL J w7 U x L Q. UNDISTURBED VIRGIN SOIL T.O.SLAB EL. GRADE,SEE PLANS Z (3)#4 HOOKED PERMIT SET U „z 0 OR COMPACTED GRANULAR FILL DOWELS 09 CONCRETE WALL INTERSECTION _ +' a I.5AWCUT 5HRINKA6E CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. ° OF SLAB PLACEMENT,AS SOON A5 CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE ,. 5 �I SAWGUTTIN6 EQUIPMENT. CORNER BARS TO MATCH 51ZE AND B.O.FOOTING EL. 2 B.O.FOOTING OIL 2.LOCATE 5HRINKA6E CONTROL JOINTS A5 INDICATED ON SLAB PLAN,OR AT 5PAGIN6 OF HOR.REINF. INV 5EE PLAN SEE PLAN FOR EL.SEE PLANS MAXIMUM 5PAGIN6 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING 36" FOOTING SIZE AND SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 1.5:I LENGTH v REINFORCEMENT CONCRETE 50NOTUBE DETAIL.TYP. in 05CALE: TO WIDTH RATIO. 3/4"=1'-0" 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED PLA5TIG STRIPS INSTEAD OF SAWGUTTING.SUBMIT CATALOG CUTS FOR TYPIGAL SECTION THROUGH INTERIOR FOOTING APPROVAL PRIOR TO U51N6. 3 SCALE:3/4°=f'-O" GONG.SLAB ON 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLABS-ON-GRADE GRADE,SEE PLAN SHALL CONFORM TO ALL REQUIREMENT5 OF THE LATEST ADDITIONS OF BOTH, CONT.#4 NOSING . TURN W.W.F.DOWN AGI-360 AND AGI-302. PROVIDE AND STEP'TYP. FACE OF PIT INSTALL INSIDE 2-6 M N. AP (2)#4 BENT BARS `* \ ,T.O.UPPER SLAB MATCH SIZE ANDD GARNER BARS AT BAT.OF FOOTING .• ,.-� — EL.5EE PLAN " 1 TYP.INTERIOR SLAB ON GRADE DETAIL 5PAGIN6 OF HOR. + t 24" I O O l3 v SCALE:NONE WALL REINF.E.F. _ STEP VARIES, «O Q Z 12° 1 , + 5EE PLAN v — T.O.LOWER SLAB 0 I 3'-O"MAX.) #4"Z"BARS �� _,�. a EL.SEE PLAN cn ° " I > 36 I .•2 6"MIN.LAP ®12 O.G. 2 Lw CY 2 ALL AREAS SHALL BE—�' 8" #4 SLAB BAR5®12"O.G.EA. (TYPICAL) CONTINUOUS PROPERLY COMPACTED WAY®SLAB MID-DEPTH FOOTING AND PREPARED PRIOR TO CONCRETE WALL CORNERS o (2)#4 CONT.AT BAT.OF FOOTING f CA5TING NEW CONCRETE v 2b SECTION THROUGH ELEVATOR PIT O 5"MIN. (2)#5 CONT.AT SCALE:3/4"=1'-O" N &eZALRE YP. EINFORCED CONCRETE WALL DETAILS BAT.OF FOOTING O :NONE DOOR JAMB BEYOND— }°APA RATED WALL TYPIGAL STEPPED FOOTING DETAIL #4 SLAB DOWELS 012° 36" SHEATHING,SEE } S;�ALE :3/4"=I'-O" COORDINATE SLAB EDGE O.G.®GARAGE DOOR GENERAL NOTES. J N DETAIL WIDRAW NCfi OPENINGS 24 2xb WOOD 5TUD5®16"O.G. Q UNLE55 NOTED OTHERWISE. TRIPLE 2x6 SILL(P.T.ON BAT.)FASTENED j V CONT.#4 N051N6 T.O.SLAB FASTEN PLYWOOD TO ALL TO CONCRETE WITH J"DIA.x 12"LONG 0 � � 2xb WOOD STUDS®Ib°O.G.UNLESS 2x6 WOOD STUDS®Ib"O.G.UNLE55 EL.5EE 5LAB PLATES WITH 8d NAILS®4" HOOKED ANCHOR BOLTS®4&"O.G. AND L- NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR T O.G.EA.PLATE,TYP. 6"(MIN)FROM BUILDING CORNERS,WALL O 5HEARWALL SCHEDULES. 5HEARWALL 5GHEDULE5. T.O.WALL ENDS,AND DOOR OPENINGS. Z L_ EL.SEE PLAN I GONG.SLAB ON 0 Z LL DOUBLE 2x6 d P.T.2x10 SILL FASTENED • 2 PROVIDE AND INSTALL FELT BOND DOUBLE 2xb 4 P.T.2x10 SILL FASTENED GRADE,SEE PLANS TO CONCRETE WITH °DIA.x 12"LONG 8°WALL T.O.WALL BREAKER WHERE SLAB IS POURED #4 CONTINUOUS BAR® - U HOOKED ANCHOR BOLTS®48"O.G. AND TO CONCRETE WITH J"DIA.x 12"LONG EL.5EE PLAN AGAINST FOOTIN6/WALL,TYP. 6"(MIN)FROM BUILDING CORNERS,WALL "Td6 APA RATED HOOKED ANCHOR BOLTS®4b"O.G. AND TOP OF WALL N Q Td 6 APA RATED ENDS,AND DOOR OPENIN65. PLYWOOD 505FLOOR 6"(MIN)FROM BUILDING CORNERS,WALL PLYWOOD 5UBFLOOR " CONTINUOUS T.O.SLAB 0 N 0 ENDS,AND DOOR OPENING. b TYP BEVELED 2x4 —•= EL.5EE LAN T.O.5U5FLOOR T.O.SUBFLOOR EL.5EE PLAN x EL.SEE PLAN V SHEAR KEY,TYP #4 CONTINUOUS BAR T.O.WALL �EL.SEE PLAN / T.O.WALL 1 ®TOP OF WALL GONG.5LAB ON � • EL.SEE PLAN ;n GRADE,SEE PLANS L • " FASTEN PLYWOOD TO ALL i PRE-ENGINEERED - _ 8 WALL 0 " �. FASTEN PLYWOOD TO ALL • - PLATES WITH 8d NAILS®4 " FLOOR TRUSSES, O.G.EA.PLATE,TYP. PLATES WITH 8d NAILS®4 ® SEE PLANS r - CONTINUOUS O.G.EA.PLATE,TYP B.O.FOOTING 3 (2)#5 CONTINUOUS . t EL.5EE PLAN # 6" BEVELED 2x4 � (2)#5 CONTINUOUS (2) 4 CONTINUOUS TYP. SHEAR KEY,TYP. BAR5®TOP OF WALL BARS®TOP OF WALL FOOTING SHALL BEAR ON " BARS®BOTTOM OF • PRE-ENGINEERED TOP CHORD _ NATURAL,UNDISTURBED 1-� FOOTING � W BEARING FLOOR TRU55E5, SUB-GRADE OR PROPERLY v Z SEE PLANS �CONT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL P.T.2x6 BLOCKING BETWEEN TO GONG.W/0.151"DIA.HILTI TYPE - X-U POWDER ACTUATED FASTENERS SECTION THRU GARAGE DOORS B.O.FOOTING r• 0 TRUSSES FASTENED TO GONG.W/ • " '' ®Ib°D.G.STAGGERED.GEILIN6 1 � 0.151 DIA.HILTI TYPE X-U POWDER SCALE:3/4"=1.-0" .5 ALO ACTUATED FASTENERS,MIN.(2)PER STRAPPING SHALL BE FASTENED (2)#4 CONTINUOUS 0 TO LEDGER W/(2)8d NAILS FOOTING SHALL BEAR ON BAR5®BOTTOM OF ' — NATURAL,UNDISTURBED I-8 FOOTING m • BLOCK.GEILIN6 STRAPPING SHALL ' c � BE FASTENED TO BLOCKING W/8d SUB-GRADE OR PROPERLY NAILS®8 O.G. COMPACTED 6RAVEL FILL. W APA RATED WALL 2xb WOOD 5TUD5®I6"O.G.UNLE55 �� SHEATHING,5EE NOTED OTHERWISE IN PLANS OR SECTION THRU GARAGE WALL - GENERAL NOTES. SHEARWALL SCHEDULES. 8 FASTEN P YW A DOUBLE 2xb SILL(P.T.ON BOTJ FASTENED SCALE:3/4"=I'-O" U ^; N STE L OOD TO ALL i u! 10"WALL + 10"WALL + PLATES WITH 8d NAILS®4" TO CONCRETE WITH g"DIA.x I6"LONG 36 O.G.EA.PLATE,TYP HOOKED ANCHOR BOLTS 0 4b"O.G. AND o N 6°(MIN)FROM BUILDING CORNERS,WALL #4 SLAB DOWELS®12" iz ENDS,AND DOOR OPENINGS. 24 5 O.G.®TERRACE ° T.O.STEM GONG.SLAB ON FOUNDATION NV EL.5EE PLANGRADE,SEE PLANS W T.O.SLAB 3 #5 CONTINUOUS HORIZ. EL.5EE 5LAB BAR®TOP OF STEM • ' T.O.SLAB 6"STEM EL.5EE PLAN�,]F E JillT.O.WALL _j I V) x PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT T.O.SHELF ' ROVIDE AND INSTALL FELT EL.5EE PLAN 2 GONG.5LAB ON BOND BREAKER WHERE BOND BREAKER WHERE EL.5EE PLAN • 4° BOND BREAKER WHERE GRADE,SEE PLANS CONTINUOUS SLAB 15 POURED A6AIN5T CONTINUOUS SLAB 15 POURED AGAINST SHELF SLAB 15 POURED AGAINST # " _ •,� + (I) 4 CONTINUOUS 8 WALL BEVELED 2x4 FOOTINC7MALL,TYP BEVELED 2x4 FOOTIN6/WALL,TYP. FOOTING/WALL,TYP. BARS®TOP OF WALL q N SHEAR KEY,TYP. 10"WALL w GONG.SLAB ON SHEAR KEY,TYP. GONG.SLAB ON #5 CONTINUOUS HORIZ. GRADE,SEE PLANS b° GRADE,SEE PLANS BAR 0 TOP OF 5HELF b"TYP BEVELED CONTINUOUS4 6" , TYP. TYP. CONTINUOUS i . SHEAR KEY TYP i=� �, BEVELED 2x4 U o . , SHEAR KEY,TYP. 6 r r •. TYP. B.O.FOOTING •.f - •, — B.O.FOOTING EL.5EE PLAN EL.VARIES B.O.FOOTING EL.VARIES (2)#4 CONTINUOUS SEE PLAN I'-10" (2)#5 CONTINUOUS SEE PLAN (2)#5 CONTINUOUS p FOOTING SHALL BEAR ON ° BARS®BOTTOM OF a BARS®BOTTOM OF • • NATURAL,UNDISTURBED 1-8 FOOTING J BARS®BOTTOM OF 5U6-6RADE OR PROPERLY v FOOTI 6 SHALL BEAR ON m FOOTING B.O.FOOTING ' + ELF PLAINS (2)#5 CONTINUOUS m FOOTING SHALL BEAR ON COMPACTED GRAVEL FILL. NATURAL,UNDISTURBED NATURAL,UNDISTURBED BARS®BOTTOM OF $SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY � SECTION THRU TERRACE FOUNDATION o COMPACTED 6RAVEL FILL. COMPACTED GRAVEL FILL. v FOOTING m IO SCALE:3/4°=1'-0" SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING SECTION THROUGH WALKOUT FOUNDATION M000 SCALE:3/4"=1'-O" SCALE:3/4"=1'-0" a 0 u 0 d 0 M1 G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng Weer ng-Design 127 81acK Po nt Lane Camera/O'Neill Portsmouth,RI o287i ,uumy Ena•tes 401.S78 2983 SINGLE 2x4 SOLE PLATE,TYP. CL r'1 I L 4- PROVIDE CONTINUOUS 2x4 2x4 WOOD STUDS 0 16"O.G. 2x4 WOOD STUDS®16"O.G. "RIBBON°FASTENED TO EA. 5HEARHALL.SEE SHEARWALL PLANS a SHEARWALL.SEE 5HEARHALL PLANS a FLOOR TRU55 H/12d NAILS ;'.� YA Z Z ua mCo E o. SCHEDULE FOR ADDITIONAL `"� y_? c: o SCHEDULE FOR ADDITIONAL .. �.+-.;;. r (� c N E v INFORMATION INFORMATION r`• i o N •C Q W O SINGLE 2x4 SOLE PLATE,TYP. I T.O.5UB-FL0OR PERMIT SET u U r,z s PROVIDE CONTINUOUS 2x4 T46 PLYWOOD COORD.W/ARCH. "RIBBON"FASTENED TO EA. C.00 FI TINE O° U 'SUB-FLOOR. QUI ENT.W/ a FLOOR TRU55 W/12d NAILS 'L PH65. '1171 PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD PROVIDEYa"DIA.x 6"LONG FLOOR TRUSS,SEE 51MP50N 505 5GREW FASTENED PLANS PROVIDE AND INSTALL TRIPLE 2x4 THROUGH DOUBLE TOP PLATE AND STUB P05T(NOT SHOWN)BELOW ALL DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRU55 DOUBLE 2x4A JAMB AND P05T LOCATIONS ABOVE. G.G.NOTE: TOP PLATE,TYP. PLATE,TYP. BOTTOM CHORD®24"O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARING REGUIREMENT5 SHALL BE COORDINATED WITH TRUSS DESIGNER 2x4 WOOD STUDS®16"O.G. 2x4 WOOD 5TUD5®16"O.G. 5HEARHALL.SEE 5HEARHALL PLANS a 5HEARHALL.SEE 5HEARHALL PLANS a Z SCHEDULE FOR ADDITIONAL I SCHEDULE FOR ADDITIONAL H INFORMATION INFORMATION so I > w 2 SECTION THRU FRAMING AT PARTY WALL SCALE:3/4"=I'-O" 0 0 } J C N V) f� Uj i 2x4 WOOD STU05®16"O.G. 2x4 WOOD STUDS®lb"O.G. O -4) 0SHEARWALL.SEE 5HEARHALL PLANS a 2x4 WOOD 5TU05®16"O.G. 5HEARWALL.SEE SHEARWALL PLANS a Z SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16"O.G. 5HEARHALL.SEE 5HEARHALL PLANS a SCHEDULE FOR ADDITIONAL 0 Z U— SCHEDULE SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®I6 O.G. 5HEARHALL.SEE 5HEARHALL PLANS a 2x4 WOOD 5TUD5®I6"O.G. INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS a CL SCHEDULE FOR ADDITIONAL NFORMAT►ON SHEARWALL.SEE 5HEARHALL PLANS a SCHEDULE FOR ADDITIONAL Cx J TRIPLE 2x4 SILL(P.T.ON BOT.)FASTENED INFORMATION TRIPLE 2x4 SILL(P.T.ON BOT.)FASTENED SCHEDULE FOR ADDITIONAL P T.2x4 SILL FASTENED TO CONCRETE INFORMATION N Q INFORMATION LU U Q TO CONCRETE WITH J"DIA,x 12"LONG SINGLE 2x6 SOLE TO CONCRETE WITH J"DIA.x 12"LONG WITH J"DIA.x 12"LONG HOOKED ANCHOR SINGLE 2x6 50LE N HOOKED ANCHOR BOLTS®4&"O.G. AND PLATE,TYP. HOOKED ANCHOR BOLT5®4&"O.G. AND BOLT5®4W O.G. AND 6"(MIN)FROM PLATE,TYP. 6"(MIN)FROM BUILDING CORNERS,WALL °TaG APA RATED FROM BUILDING CORNERS,WALL "Ta6 APA RATED GOORD.FIRE RATING 6 ENDS,AND DOOR OPENINGS. "(MIN) BUILDING CORNERS,WALL ENDS,AND GOORD.FIRE RATING REOUIREMENT5 W/ PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. DOOR OPENING RQ S. PLYWOOD 5UBFLOOR ARGH'L DHGS. PROVIDE AND INSTALL FELT BOND RHIL OME W/5. T.O.SUBFLOOR BREAKER WHERE SLAB 15 POURED - --:ZjT.O.516FLOOR h EL.5EE PLAN PROVIDE AND INSTALL FELT BOND EL.SEE PLAN AGAINST FOOTIN6/HALL,TYP. T.O.WALL T.O.WALL , A6AIN51RFOOTING/WALL,TYPED T.O.HALL E SEE PLAN GONG.SLAB ON EL.SEE PLAN EL.SEE PLAN �� T.O.SLAB T.O.SLAB GRADE,SEE PLANS PRE-ENGINEERED v I — ,• 'I FLOOR TRUSSES, � 3 _ y,_}. EL. E PLAN EL.SE PLAN c l SEE PLANS 3 0 177-71 • • 1 © s (2)#4 CONTINUOUS GONG.SLAB ON (2)#5 CONTINUOUS F- Z PRE-ENGINEERED TOP CHORD (2)#5 CONTINUOUS BARS®TOP OF WALL GRADE,SEE PLANS BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED BEARING FLOOR TRUSSES, _ 10"WALL TO CONCRETE WITH J"DIA.x 12"LONG SEE PLANS BARS®TOP OF WALL AT STAIR OPENING, HOOKED ANCHOR BOLTS®48"O.G. AND 8 O NTIPIUOUS PROVIDE(2)ADD'L#5 6°(MIN)FROM BUILDING CORNERS,WALL L(°� P.T.2x4 SILL FASTENED TO CONCRETE G0 O 6" BEVELED 2x4 BARS.EXTEND BARS ENDS,AND DOOR OPENINGS. , K- No WITH in DIA.x IT LONG HOOKED ANCHOR 24"BEYOND EDGE OF TYP. SHEAR KEY,TYP. CONT.P.T.2x6 LEDGER FASTENED 3~3 BOLTS®48"O.G. AND 6"(MIN)FROM OPENING ON EA.SIDE O BUILDING CORNERS,WALL ENDS,AND TO GONG.W/0.157"DIA.HILTI TYPE DOOR OPENINGS v ®I6pO.G 5TA66EREDER DGEILIN6ER5 STRAPPING SHALL BE FASTENEDLO • TO LEDGER W/(2)Sd NAILS a B.O.FOOTING U N PI AN r (2)#4 CONTINUOUS W FOOTING SHALL BEAR ON BARS®BOTTOM OF NATURAL,UNDISTURBED I-10 FOOTING N 10"WALL SUB-GRADE OR PROPERLY 10"WALL J COMPACTED GRAVEL FILL. w10 o ^` &5Er-TIONTHRUCC-,,ARAG`E AT PARTY WALLCALE:3/4 ° - E N PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT BEVELED 2x4 r--- CONTINUOUS B BEVELED 2x4 BOND BREAKER WHERE CONTINUOUS BOND BREAKER WHERE N SLAB I5 POURED AGAINST SHEAR KEY,TYP. SHEAR KEY,TYP. SLAB IS POURED AGAINST 6 FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. TYP GONG.SLAB ON GONG.SLAB ON GRADE,SEE PLANS TYP GRADE,SEE PLANS G o -� z B.O.FOOTING B.O.FOOTING 1 EL.VARIES 2'-O" (2)#5 CONTINUOUS SE VARIES 1'-10" (2)#5 CONTINUOUS SEE PLAN SEE PLAN BAR5®BOTTOM OF BAR5®BOTTOM OF v �FOOTING v �FOOTING � m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON d NATURAL,UNDISTURBED NATURAL,UNDISTURBED 3 50-6RADE OR PROPERLY 5UB-0RADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. y I SECTION THRU FOUNDATION AT PARTY WALL 5EGTION THRU FOUNDATION AT PARTY HALL AT GARAGE SCALE:3/4"=1'-O° 4 SCALE:3/4"=I'-0" u 0 e a M1 G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design 2.7 Black Point Lane W& Camera/O'Neill Portsmouth,Rl o287i =wlt•ny Enainaels 401.S78.2983 GENERAL NOTES: CONCRETE NOTES: STRUCTURAL LUMBER.ENGINEERED LUMBER= vELv I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL GONGRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE-55 THAN 4000 P51 AT 28 I.ALL MATERIAL AND WORKMANSHIP 5HALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION 16A, tf r in DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND 51ZE5 DAYS(ENTRAINED AIR CONTENT BETWEEN 45%AND 7%). STANDARDS"OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE"NATIONAL DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRAHINC75 WITH EXISTING FIELD CONDITIONS 5TRE55-67RADE LUMBER AND ITS FASTENINGS"OF THE NATIONAL FOREST PRODUCTS A550CIATION. / AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPIN6 SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3000 P51 AT 6EOTEGHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: s 5TUD5:CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 P51,E=1,300000 PSI, �.^�� u' =Z W m E O' 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE 5TREN67TH OF NOT LE55 THAN 4000 P51 AT 28 DAYS JOI5T5/RAFTER5/BEAM5:SPRUCE-PINE-FIR NO.2,FB=875 P51,E=I,400,000 P51 W O O0 THE ARCHITECT OF RECORD. / + H- m o c o; (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.1,E=1,400,000 PSI r�J. �H� Q_ � ,,"��•^ � 0 W U oe •,�O 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDIUCIN6 ADMIXTURE. 3.ALL EXTERIOR WALL 5TUD5 SHALL BE AT LEAST 2xb a 16"O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL t1 y w 0'a' O t p O GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTING,5L A55,AND 5TUD5 ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN O ~ r°a m ALL OTHER ITEM5 SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL 13E TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS a 16"O.G. ;, U = r 3 GEOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXGEED5 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 7 DAYS,TWO PERMIT SET ^Z 0 TRADES'DRAWING PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 5b DAYS.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE55 THAN AN EQUAL NUMBER OF 5TUD5 CODE INFORMATION AND DE516N LOADS(EXCEPT AS NOTED): AT EACH END,UNLE%NOTED OTHERWISE 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC,),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED TOGETHER WITH 161)NAILS.NAIL RELATED REFERENCE:A5GE 7-10 7.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8"O.G.FROM BOTH 51DE5 5TAG6ERED 4"APART. CONCRETE USED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE H15TORICAL BREAK DATA FOR EACH MIX OF FLOOR LIVE LOADS: CONCRETE. b.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN66 SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL GENERAL NOTES-PRE-EN61NE ERED WOOD TRUSSES: RESIDENTIAL: HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LE55 THAN 1.WOOD TRUSSES SHALL BE DE-516NED PER THE"DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD PRIVATE ROOMS d CORRIDORS SERVING THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE LULL HEIGHT STUD AT EACH 51DE OF THE OPENING UNLE%NOTED OTHERWISE. TRUSSES',PUBLISHED BY THE TRUSS PLATE INSTITUTE. PUBLIC ROOMS 4 CORRIDORS 5ERVIN6 THEM:100 P5F 2.ALL ROOF TRUSSES,AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER g.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND 7.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHfALL HAVE A SIMPSON UPLIFT ANCHOR AT EACH BEARING LOCATION. SNOW AND ROOF LOAD5/FACTORS: ENGINEERING REVIEW.SHOP DRAHIN66 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE 51MP50N L5SU SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRU55 MANUFAGTURER5 REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.R106E STRAPS(10 80 NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). BENDS,DETAILS,ETC. 3.WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP FLAT ROOF SNOW LOADD(Pf GROUND SNOW LOAD ); PSF 30 PSF 8.FLUSH FRAMING SHALL BE SUPPORTED BY J015T HANGERS DESIGNED FOR THE RILL CAPACITY OF THE SUPPORTED DRAWIN66 BEARING SEAL AND 516NATURE OF THE DE-516N PROFESSIONAL ENGINEER,RE615TERED IN THE STATE 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 315 BUT IN NO CASE SHALL THEY BE MEMBER. OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FAA CTOR(IS,):I.O LE55 THAN 2'-0'OR 48xDIA. SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRU55 LAYOUT PLAN; SNOW EXPOSURE FACTOR(Cc):1.0 q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRU55E5 UNDER ALL PARTITIONS RUNNING TR 156 DETAIL SHEETS SHOWING CONFIGURATION,DIMENSIONS,LOADS,MEMBER 51ZE5 AND GRADES,MEMBER THERMAL FACTOR(CO:1.0 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-05,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HANGERS FOR PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS GEOTEGHNIGAL FACTORS: 12.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)RILL MESH PANELS AT SIDES AND ENDS AND BE SECURELY DESIGNER),ETC. FROST DEPTH:3'-6' WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE ASSUMED SOIL BEARING CAPACITY:SEE"FOUNDATION NOTES"IT 15 ASSUMED THAT 4.TTZU55 DE516N82 SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW PORK STATE BUILDING CODE AND ALL THE 501LS 5UPPORTIN6 THI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND CUT 11.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.�"HUBER'ZIP"SYSTEM 15 FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-R"INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NA REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE5 DU 1GN LOADS E TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL HE NAILED WITH 8d NAILS NOT LE55 THAN 6°O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL EDGES,MUST BE BLOCKED AND NAILED , EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z SETTLEMENT,BUOYANCY ETC.THE DEVELOPER,GENERAL CONTRACTOR AND/OR 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRU55 DE516NER SHALL CAREFULLY OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6E-OTECHNICAL ENGINEER TO AND LOCAL A6ENGIE5. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED O TEST AND EVALUATE THE 517E IN,AROUND AND BELOWHE T BUILDING FOOTPRINT TO TO TUBS,SHOWER UNITS,WITH THE G.G.,ARCHITECT,AND MECHANICAL DESIGN. N VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTECHNIGAL ENGINEERING REPORT. 15.ALL CONCRETE SHALL BE DETAILED FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.50I3-FLOORIN6 SHALL BE 3/4°TONGUE d GROOVE APR STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS LLU PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF°BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN 5UB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD 50-FLOOR 5.DEAD LOADS: WIND FACTORS:RISK CATEGORY:II REINFORCED CONCRETE'AG ES,AG I-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES, ADHESIVE AND 8d NAILS 0 6"O.G. ROOF TRL65 TOP CHORD DEAD LOAD:10 P5F AND AGI-305�6 G 0UIDC-5 FOR HOT/GOLD WEATHER CONCRETING. FLOOR TRU55 TOP CHORD DEAD LOAD:15 P5F BASIC WIND SPEED M:130 MPH ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 PSF EXPOSURE CATEGORY:B 16.6.G.SHALL COORDINATE ALL CONCRETE FINISHE WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL 13.ROOF SHEATHING ON FLAT ROOF 6 5 SHALL BE MINIMUM "Ta APA STRUCTURAL 1 RATED SHEATHING, FLOOR TRU55 BOTTOM CHORD DEAD LOAD:10 P5F S TOPOGRAPHIC FACTOR(Kzt):ID BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL ENCL051.URE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. G.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8"Td6 APA STRUCTURAL RATED 6.TRU55 DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD SHEATHING. INTERNAL PRESSURE COEFF I:tO.18(ENCLOSED 5L06) DEFLECTION CRITERIA OF L/gbO AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF CONSOLIDATING CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY' THE LESSER OF%'OR L/360 UNLESS SPECIFICALLY APPROVED OTHERWISE. N SALIENT CORNER DISTANCE:6-0' CONSOLIDATED CONCRETE POUR FREE OF V0105 AND/OR"HONEY-COMBING". 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL 13E NAILED WITH 8d NAILS NOT 0 ROOF PITCH:27-45 DEGREES MORE THAN b"O.G.ON ALL SUPPORTED PANEL E06E5.NAILS SHALL BE SPACED 4"O.G.IN AREAS WITHIN 48"OF 7.WOOD TRU%ERECTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY LU COMPONENTS AND CLADDING:UNFACTORE:D WIND LOA05 11.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,RE13AR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKE-5,AND EAVES. ERECTION BRACING. F--- ZONES I,2 Q 3 ROOF WIND PRESSURES DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION TRIG AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PREGAUTION5,SHALL BE TAKEN TO AVOID"HONEYCOMBIN6"AND VOIDS IN CONCRETE I6.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF}"APA RATED PLYWOOD 8.TRU55 SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL O (�J 10 5F 30.4 P5F 35.6 P5F 35.6 P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-5TA61NG CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS 5TA66ERED BETWEEN 5XCES51VE LAYER5.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAWINGS FOR ACTUAL TRU55 LAYOUT AND SPACING Z 20 5F 28.q P5F 34.0 P5F 34.0 P5F CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING WITH 8d RINK-SHANK NAILS®12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURP05E5). 50 5F 26$PSF 32.0 P5F 32.0 PSF CONTRACTORS DISCRETION. STAGGERED BETt^JEEN NAILS FROM SUCCESSIVE LAYERS. � CU 100 5F 25.2 P5F 30.4 PSF 30.4 P5F 16.CONCRETE VOIDS AND EXCESSIVE"HONEY-COMBING"SHALL BE DOCUMENTED AND REPORTED TO THE 11.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL EDGES IN Q:f d ZONE5 4 d 5 WALL WIND PRE55 RE-5 ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PAR61N6,DRY-PACKING,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR L1J 0 "FLOATING"THE ADJACENT SLAB TO FILL VOIDS.ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING Z ♦'" L TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) CONTINUOUS PANEL EDGE SUPPORT AND FASTENING. 10 5F 33.0 P5F 40.1 P5F SIGNIFICANT VOIDS. LLI 20 5F 31.6 P5F 38.0 P5F 0.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP '^ 0 � STRUCTURAL STEEL NOTES: Z `J 50 SF 2g.8 PSF 34.3 PSF DRAWING FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWING SHALL INCLUDE BUT ARE NOT LIMITED I.ALL DETAILIN6,FABRICATION AND ERECTION SHALL CONFORM TO THE AI5G SPECIFICATIONS AND CODES, O 100 5F 28.4 P5F 31.6 P5F TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LEN6TH5, 500 SF 25.2 P5F 25.2 PSF LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING,AND SQUASH BLOCKS. CL FOUNDATION NOTES: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W)SHALL BE A5TM Agg2 FY=50 K51.BASE PLATES, U � Iq.LAMINATED VENEER LUMBER(LVU,LAMINATED STRAND LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSU SHALL U w CHANNELS,ANGLES,AND M15G.STRUCTURAL STEEL SHALL BE A5TM A-36,FY=36 K51.ALL SQUARE AND to Q F- BE VERSA-LAM BY BOISE CASCADE OR EQUAL. Lu U Q RECTANGULAR HOLLOW STRUCTURAL SECTIONS MSS)SHALL BE A5TM A-500 GRADE B FY MINIMUM 46 K51. LU to 0 I.ALL 501L CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE CLEARED FROM THE SUILDIN6 FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 PSI,FT=2150 PSI,Fr_=750 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND P51 FC=3"PSI,FV= 285 PSI,E=2.000000 P51 2.ALL SOIL SUPPORTED FOOTING SHALL BE FOUNDED UPON COMPACTED NATURAL Ate' 5UBG4ZADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P5L GOLUM%/PO5T5 SHALL HAVE THE FOLLOWIN6 MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=750 AT LEAST 3000 PSF.6C SHALL BE RESPONSIBLE FOR DETERMINING THE SITE'S 4•ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4°DIAMETER PSI FG=3000 P51,FV= 285 PSI,E=1300,000 P51 SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE G.G.SHALL BE HIGH STRENGTH BOLTS UNLE-55 NOTED OTHERWISE. PSI RESPONSIBLE FOR CONSTRUCTING THIS BUILDING AND SURROUNDING 51TE/SU86RADE 5 22.LVL5 AND P5L5 SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL 0 IN STRICT ACCORDANCE WITH THI5 REQUIREMENT. .ALL WELDING ELECTRODES SHALL BE EIOXX. LENGTH OF THE MEMBER 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4"BELOW BOTTOM OF b.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AW5"CODE FOR ARC 23.ADHESIVE U5ED SHALL BE WATERPROOF,MEETING THE REQUIREMENTS OF A5TM 0-255q-7b. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND GAS WADING IN BUILDING CONSTRUCTION LATEST EDITION. 24.ALL 51MP50N CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,P05T GAPS,EGT)SHALL BE COATED WITH � � W 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS T7=5TING LAB ON 7.NO CONNECTION SHALL CON515T OF LE55 THAN TWO 3/4"DIAMETER BOLTS OR hELD5 DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. � EACH TYPE OF 501L TO BE COMPACTED. OF 10A00 POUNDS UNLESS NOTED OTHERWISE. 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LE55 THAN c15%OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WELDS SHALL BE A MINIMUM OF I/4"UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. A51M 0I557 IN LIFTS NOT TO EXCEED 6'L005E DEPTH. q.ALL yEL05 SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 2b.ALL FASTENERS EXP05ED TO M0157URE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE ? o 6.FIELD DENSITY TE5T5 SHALL BE PERFORMED BY AN INDEPENDENT 501L5 TESTING LAB ULTRA-SONIC TESTING. HEATHER SHALL BE MADE FROM NON-CORRO5IVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE V ^ TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE COATING CERTIFIED AND APPROVED FOR U5E WITH THE MATERIALS TO BE FASTENED. O L J ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING NO 27.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH 5IMP50N PG/EPG 7.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 48"LONG(UNLESS OTHERWISE NOTED)SIMPSON 206A COIL STRAPS.STRAPS SHALL BE 00 r- EXCEED 2 FEET MAXIMUM DIFFERENTIAL. II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST. FASTEN STRAPS WITH SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. HOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. VJ 8.SEE PLUMBING AND ELECTRICAL PRANIN65 FOR UNDER FLOOR SYSTEMS AND SPECIAL GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,LOOSE 25.ALL CEILING FRAMING(INCLUDING TRL65 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE �/ 1 r1 MILL SCALE AND OTHER FOREI6N MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT REFER TO FRAMED IN ORDER IT BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING CN g.NO HATERFOOTIN65 OR SLABS SHALL BE POURED INTO OR AGAINST 5UB6RADE CONTAINING FRAMING WITH ARCHITECT OF RECORD. r ' . `�1 FREE WATER OR ICE. ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE a INSTALL (� A 10.ALL 5B5-ON-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE d INSTALL J"FILLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING ill POINT CONTINUOUS 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING v` LA GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS,NOTED OTHERWISE SCREWS,FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE#10 DECKING SC REW ` ADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR GEOTEGHNIGAL ENG THROUGH TOP OF RAFTER. ENGINEERS THROUGH CU TE T5,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES OF RECORD. OF RE SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OFUR S x II.FORGES DUE TO HYDR05TATIG PRESSURE HAVE NOT BEEN CONSIDERED IN THE HOLES OR G 30. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-EN6INEERED WOOD RIM TRUSS. GUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN 4 DC-SIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT IS THE RESPONSIBILITY OF THE PERM15510H FROM THE STRUCTURAL ENGINEER OF RECORD. THI5 PLYWOOD TIE PANEL SHALL.BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TU05 WITH 8d NAILS a 6"O.G. 3 (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU55 TOP CHORDS, r GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTEGHNICAL ENGINEER,CIVIL 3 ENGINEER,OR OTHER QUALIFIED DESIGN PROFEE61ONAL TO ENSURE HYDR05TATIC 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS a 6"O.G.AND TO THE TRU55 VERTICAL MEMBERS WITH 8d NAILS a .- FORGE-S DO NOT EXIST. AND EN61NEERIN6 REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL 6"O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER m CONTRACTOR PRIOR TO SUBMITTING 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 PLATE5 SHALL BE NAILED WITH 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LEN6TH5,CUTS,STIFFENERS,CONNE(TIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS a 6'O.G."EXCEPTION:PLYWOOD PANEL SHALL 13E FASTENED TO EVERY FULL HE16HT KING STUD AND JACK V) RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS( EACH KING AND JACK) u r Cn N 0 • 0 s 3 C a 0 d a N G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng neer rig-Design u7 Black I Lane Camera/O'Neill Poi ouch,RI o287a :.Onyult•q Enpinre'. 401.S78 2983 T', 1 PROVIDE 51MP50N LU5210 n �tifi a o 0 o FACE MOUNT HAN6ER5 AT o 0 0 \� \� ALL DECK J015T5,TYP. �` \'` 'r. W Z Z W S2 Ea uj 010 co s L / N y N U< �v• Q uj Q J OC Q 1 O t p O 50.1 V V 1 z PERMIT SET u P.A 2xl DEC x JOI T5®Ib'C CONTINUOUS P.T.2x12 N N ��A��D ��A V�D LED6ER FASTENED ry rq a n 5IMP50NROVIDE ABU444 STANDOFF p a THROUGH SHEATHIN6 AND INTO RIM J015T/WALL BASE d FASTEN TO GONG. FASTEN H/5TUD5 W/(2)YV x 4"LONG. b STUD TOFIRSTCONG..FDLN. THREADED SANCHOR RODIED(b" 51MP50N 5DW5 0 Ib'O.G. +� WALL W/HILTI TYPE X-U b EMBED) 50.1 5 F D- u L L sl.l POWDER ACTUATED PROVIDE 4 INSTALL PAIR OP 5IMMP50N T ?I 1� N FA 5 gST�ENFE�R�SDAT Ib'O.G. OTT2Z TEfG510N TIES ��.-- +b �+ TIg PAIR OF 5IMP50N DOUBLE ROW OF OTT2Z TEN51ON TIES IIII y FULL DEPTH LOGKINI6 g F DOUBLE ROW OF IIII A FIRAF HAN 5 PER TR1155� t j T IIII HA RS PER TRUS5�` u�p O-4 J5 J J � � � �� uj IIII PROVIDE d AIA YZ v W IIII PROVIDE d INSTALL Yz v w w Q L�5 C1 9 IIII LALLY COLUMNS,TYP. �D m IIII LALLY COLUMNS,TYP. ® Z W O rrl I 4"L'4�LY �i ?6E W To �ill 4"L.q�L r ' 2kbg18�E ME, T — 1 ll! Z® IIII I Z® V.2Lu W Q I I I I TRU%DESIGNER NOTE: fl 3 5 V.2 " SO.1 IIII TRI)55 DESIGNER NOTE: °fl 5 50.1 p IIII PRE-ENGINEERED GIRDER TRUS OR p IIII ° PRE-EN6INEERED GIRDER OR O AT ALL H55 COLUMNS, I'll p AT ALL H55 COLUMNS, BELOW POINT DAD L — r^ O OW POINT LOAD Z O A OVATE FACE MOUNT HANGER AG OVATE FACE MOUNT HANGER C N DOUBLE Ib'L.VL.BEAM(FLUSH)DIF ECTLY �� DOUBLE Ib"LVL.BEAM(FLUSH)DI CTLY Q BELOW POINT IIBELOW POINT LOADS 13� q N INDICATES APPROX. w PROVIDE d INSTALL TRU55 16N R NOTE: TRI >. Q LL INDICATES APPROX. J �{ PROVIDE d INSTALL ROW TRU55 I R NOTE: uj= �+ DIRECTLY BELOW BELOW BEARING WALL O V) IL Q Q — BLOCKING 5UPPORTIN6 POINT LOADS O O i` HAN6ER5 PER TRU55 DHANGERS PER TR1155 LL 2 z f-- - L. p � Z BELOW POINT LOAD BELOW POINT LOAD ►-- � lL di 55 OR Ito"DEEP PRE-ENGINEERED p p O I6'DEEP PRE-ENGINEERED pHEE U w WOOD TRUSSES®Ib"O.G. I V M USH ►uca612-SM D E Ib' .V BEAM USH WOOD TRU55E5 a Ib'O.G D Ib" :v M F USH IliHlGGi612-sys Ib" .V M w Q vUi 0 ------------ w , PRE-ENGINEERED GIRDER Z Y PRE-EN61NEEFW 61RDER o ti TRUSS OR DOUBLE Ifi' TRU55 OR DOUBLE 16" °`� w p}� Y L.VL.BEAM(FLUSH) Q Q L.V.L.BEAM(FLUSH) Q Q PRE-EN6INEERED 619 DER TR KE-6 OR PRE-ENGINEERED C719DER TRU55 OR COORDINATE STAIR DOUBLE Ib"L.V.L.f EAM(FLUSH) COORDINATE STAIR— DOUBLE Ib"L.'✓L.E L=AM(FLUSH) OPENING DIMENSIONS W/ OPENING DIMENSIONS W/ D 6 'L WG5. 50.1 1 � ARGH'L DW65. ARCH �I PROVIDE d INSTALL 51M i SIM PROVIDE d INSTALL BEAM POCKET AND P.T. L 10 BEARIN6 PLATE TO BEAM POCKET AND P.T. 10 ACCOMMODATE BEAM. 50.1 BEARING PLATE TO Z 50.1 ACCOMMODATE BEAM. ` PROTECT UNTREATED PROTECT UNTREATED LUMBER WITH BUILDIN6 LUMBER WITH BUILDING FELT,TYP. C FELT,TYP. C O v Lo O W \xp �✓ 3 5 3 Y^5 50.2 50.1 50.2 50.1 Lo SIM :D SIM N 5 5 i Al 50.1 50.1 -- -- o N J 3 W 2 • o L L O N j 1 8 N 50.1 � 8 50.1 50.1 SIM 50.1 SIM x 0 j 2 Q FIRST FLOOR FRAMING-WALK OUT BASEMENT B A FIRST FLOOR FRAMING-EGRESS WINDOW 5GALE:1/4"=I'-O" SCALE:1/4"=I'-O" PLAN NOTES: PLAN NOTES CONT.: 9` • I. 11 JACK AND KIN&STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Le.2J-2K MEANS 2 q. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S FULL-HEIGHT KING STUDS WITH 2 JACK 5TUD5 50PPORTIN6 THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. 14y12 10. ALL MULTI-PLY WOOD AND/OR EN6INEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES 51MP5ON 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. $ SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE Yz"THICK'5PRIN6FIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THI5 PLAN 15 INTENDED AS A 6ENERAL 6UIDE TO FRAMING.THE EXACT FRAMIN6 LAYOUT. AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL a 4. UNLESS OTHERWISE NOTED ON PLANS,ALL WADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANCE IN FRAMING o END BY A SINGLE JACK STUD&AN6ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRE59JRE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL ~ b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE1644T COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DFZAHIN66 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMIN6 TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,5OFFIT5,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED o b. ALL PLATFORM FRAMED POSTS,WALL5,AND/OR BEAM LOAD5 SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE o CRIPPLE STUDS,'SQUASH BLOCKS",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. o H G CAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineer ng-Design 127 Black Po nt Lane Camera/O'Neill Portsmouth,R1 o287s ny E,gmre:s 401.S78.2983 PROVIDE AND IN5TALL 46°LON6,20 6A BEAM,SEE PLAN 51MP50N COIL 5TRAP FROM ONE SIDE OF P05T,UP AND OVER THE TOP OF THE BEAM, AND DOWN THE OTHER 510E.FILL ALL tt AVAILABLE NAIL HOLE5 WITH IOd NAILS. BOTTOM OF P05T 51M,5EE GENERAL NOTE5 SIMP50N PG OR EPG POST GAP, C ti"F u`�, Z Z E� 5EE GENERAL NOTES "'" �?f ,�;; o 0000 ALL PORCH BEAMS SHALL BE ALL PORCH BEAMS SHALL BE i - ~rn~ _ m a FASTENED TO P05T5 TO 5EE PLANS - - O F o o p o P.T.P05T `'' `i G W V Q oc rn o FASTENED TO PO5T5 TO _ RESIST UPLIFT WITH 5IMP50N 6ABIJ END BRACING RE515T UPLIFT WITH SIMP50N SABLE END BRACING U = t 3 m COIL STRAPS,5EE DETAIL GEILIN6/BOTTOM CHORD OF TRUSS COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRU55 PERMIT SET -PROVIDE SIMPSON H25A SHALL BE FASTENED TO EFFECTIVELY SHALL BE FASTENED TO EFFECTIVELY V Z o BRACE&ABLE END WALLS. PROVIDE SIMPSON H25A U o fl p o UPLIFT ANCHORS AT EA. a o p o 0 o UPLIFT ANCHORS AT EA. o o BRACE GABLE END WALLS. Q s,'� END OF ALL ROOF JOISTS, TYPICAL DECK/PORCH BEAM STRAP DETAIL o.�o.� _ o.�o.,A A\n TYP. \D\x SCALE:3/4"=I'-O" g�%��% �OF ALL ROOF JOISTS, D\D xD % GONTi TRIPLE 2x10 BEAM(DROPPED) GOom TRIPLE 2x10 BEAM(DROPPED! CONTINUOUS 2x10 LEDGER FASTENED CONTINUOUS 2x10 LEDGER FASTENED - -- -- -- -- -- -- ----- PROVIDE 5IMP50N LU521 __ __ __ __ __ ___ __ PROVIDE 51MP50N LU5210 = -_ == =_ __ __ =_ =_=== THROUGH SHEATHING AND INTO WALL FACE MOUNT HANGERS AT THROUGH SHEATHING AND INTO WALL FAGS MOUNT HANGERS AT w STUDS W/Y4°x4Yz°SIMPSON 5D5 SCREWS AP10 I5T e I ALL ROOF JOISTS,TYP. A D 10 F IST ®I J ° ALL ROOF JOISTS,TYP. w STUDS W/Y4 x4ki°SIMPSON 5D5 SCREWS O.0(b° N. MAI INV a a Ib O.G.STAGGERED O. N. MAI IN6) li a 16'O.G.STA66ERED tau � �. �PROVIDE d INSTALL *� _� c �c iPROVIDE d INSTALL J L �' PAIR OF 51MP50N PAIR OF 51MP50N 0TT2Z TENSION TIES ——_ ___ ___ ___ ___ -\� 0TT2Z TENSION TIES ——_ _ TI�iPL 2xb TRIPLE 2xb 'WTIIPLE 2xb TRIPLE 2x TRIPLE 2xb TRIPLE 2xb \� TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 TRIPLE 2x8 \>% HEADER HEADER HEADER cp HEADER FADER HEADER � , NwIIII 3� ryM PAIR PRE-EN6INEERED ROOF GIRDER -1 PRE-EN6INEERED ROOF 61RDER TRU55 BOTTOM CHORD a \ TT R IIII \-3i- DOUBLE ROW OF DTT2Z TENSION TIES ^ flu DOUBLE ROW OF DTT2Z TENSION TIES TRU55 BOTTOM CHORD Iry�flu ADJACENT BLOCKING ADJACENT BLOCKING UNIT 7 UNIT 7 Tub d� 2 �r_-� 2 Z �Dw� �51.1 tD 2 - PLUMBING LINE LOCATION, 2 Uj- PLUMBING g LINE LOCATION, > w IY"°Q �50.2 u'°Q CY Lv Zp� \- PROVIDE S INSTALL �i w r PROVIDE 4 INSTALL Ly w -I ry DESIGNER,TYP. +a DESIGNER,TYP. + V PRE-ENGINEERED m PRE-EN6INEERED / Z 61RDER TRUSS OR QUAD I" .V'. AM � GIRDER TRU55 OR QUAD C O I° .V AM C IN rv ------------ m /� —TAPER BEAM END AS REOV °• ,� —TAPER BEAM END AS REQV ° oj+Q� TO MATCH ROOF PROFILE �+Q� TO MATCH ROOF PROFILE 2x4 016 O.G.BEARING (MIN.(MIN.DEPTH REMAINING=b") 2x4®lb'O.G.BEARING oj•,.�i��, WALL(SHOWN SHADED) - n �" WAl1( I QI �) - v (MIN.DEPTH REMAINING=6°) O an THIS WALL 15 THE PARTY iv w pL 2x4®I6"O.G.BEARING THI5 WALL 15 THE PART? 2x4®I6"O.G.BEARING O N WALL BETWEEN UNITS ILL WALL BETWEEN UNITS '�w°� ® a ILv -2 w �i � -' I.L. O N w 'o J p- ��Q IIII `�° -� crwp �� IIII Z Z Z l� 2-5PAN ENGINEERED 61RDER TRUSS OR -4 2-5PAN ENGINEERED 61RDER TRU55 OR + DOUBLE11815'L.V.L.BEAM(FLUSH) ?- IIII + ) IIII O O INI DOUBLE II.bl5'L.VL.BEAM(FLUSH) () U410 TAPER BEAM ualo w TAPER BEAM dJ(lh v W 2 AN PRE-ENGINEERED GIRDER TRU51 OR \P j J END AS REOV cv IIII 12'DEEP-- 2 AN PRE-EN61KEERED GIRDER TRU55 OR \P\-� W J ° S END AS REOV '�IIII N Q DOUBLE II.b15'L.VL.BEAM(FLUSH) P u410 TO MATCH ROOF I�I PRE-ENGINEERED DOUBLE 11.815 L.VL.BEAM(FLUSH) q P� U410 TO MATCH ROOF IIN Uj N PROFILE(MIN. WOOD TRUSSES _ IIII a 161 O.G. ° PROFILE(MIN. IIII Q —OR r-Q ry �� FASTEN FIRST JOIST THROUGH `��-� Q �Q DEPTH � FASTEN FIRST J015T THROUGH � REMAINING=6") IIII�- SHEATHING AND INTO WALL OR � n REMAINING=b") ;-�� SHEATHING AND INTO WALL PRE-ENGINEERED= STUDS/RIM W/Y4°x414"51MP50N PRE-ENGINEERED= GIRDER TRUSS PRE-ENGINEERED 5D5 c�p�1 I5 AT 16"O.G. +� > GIRDER TRU55 j PRE-EN&INBRED STUDS/RIM W/Y4"x4VZ'SIMPSON >. 61RDER TRU55 OR QUAD > GIRDER TRU55 OR QUAD 5D5 5CREW5 AT 16"O.G. t 1 11.875'L.V.L.BEAM(FLU1�- vo t ILb15"L.V.L.BEAM(FLUSH) ' pT _ P O 2 4S4 2 4r ~ s TAPERED 2x10 ROOF JOISTS 0 lb' ° 2+b ry III J r 1 AS REQUIRED TO S, a III Q O.G.(b"MIN.DEPTH REMAINING) ry TAPERED 2x10 ROOF JOISTS®Ib" III E O.G.(b'MIN.DEPTH REMAINING) d' g, _ �� k AS REQUIRED TO s, 1� k HANGERS LU pW j III ° HAN&ER5 W > �x III S oC p-' w III ul —CONTINUOUS 2x10 LEDGER FASTENED p w III -CONTINUOUS 2x10 LEDGER FASTENED INDICATES APPROX. 0 III a THROUGH 5HEATHINC AND INTO WALL DESIGNER � THROUGH SHEATHING AND INTO WALL ADJACENT s Q-2K STUDS W/Y4°x4,51MP50N 5D5 5GREW5 INDICATES APPROX. s 'III —2'(- ° ° BIN5 LINE UNIT COORD.W/ARCHJ6.C. a I6"O.G.STAGGERED AD TENT GOORD.W/ARGHJ6.G. STUDS W/Y4 x4Mz SIMPSON 5D5 SCREWS a I6"O.G.5TA66ERED � �o O PRE-ENGINEERED ROOF GIRDER pang E PRE-ENGINEERED ROOF GIRDER R\P TRU55 BOTTOM CHORD -i; Q05 �T so \P\({�� TRU55 BOTTOM CHORD �X�pOh� �T o 10 FASTEN FIRST JOIST THROUGH 2 FASTEN FIRST J015T THROUGH YA 2 5HEATHINC AND INTO WALL 2 SHEATHING AND INTO WALL STUD5/RIM I^I/Y4"x*2"51MP50N STUDS/RIM W/Y4'x4YZ"51MP50N 50.2 5D5 SCREWS AT 165"O.G. `�2 5D5 SCREWS AT 16"O.G. 2xb alb"O.G.BEARING 2x6 016'O.G.BEARING z U _` N :C CN N z Z-01 W 411 :v I , �Iql �IIII ICI IIII E IIII - IIII N TRIPLEq L.V.L.HEADER ' _ 2 O TRIPLE . L.V . IIH =========== � Iql ===_=====_ _====== X� IIII --------------------- � - 'JAI TRIPLE 2xb R IIII \�-Z� aTc t`'1c 1 J_►K IIII a IPLExb HEADER TRIPLE 2 N T—————— ———5 b HEADER—DE— TRIPLE 2xb HEADER TRIPLE 2 b HEADER sG 3 3 0 51.1 51.1 @'�!5,ECOND,,FLOOR FRAMING-WITH ELEVATORSECOND FLOOR FRAMING-WITHOUT ELEVATOR LE: 4"=I'-O" B SCALE:I/4 PLAN NOTES: PLAN NOTES CONT.: t. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(i.e.2J-2K MEANS 2 q. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEIGHT KING STUDS WITH 2 JACK 5TUD5 SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING,CODE. 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS E 2. —�12-INDICATES 51MP50N 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING,CODE. - SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. b CN 3. "LALLY COLUMN"-ALL LALLY COLUMN5 5HALL 13E FILLED SOLID WITH CONCRETE.PROVIDE Y2'THICK`SPRINGFIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, 3 AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLE-55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANCE IN FRAMING END BY A 51N6LE JACK STUD 6AN&ED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND GOLUMN5 ON PLAN MARKED'P.T."DENOTE PRE551 RE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,CEOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT GOLUMN5 WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND 0RAWIN65 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUT5,AND ALL OTHER APPLIED b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO 5UPPORT5 BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE o CRIPPLE STUDS,'SQUASH BLOCKS",AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. o ti GCAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng neerng-Design i.q Black Pont Lane ort LADDER FRAMED RAKES NOTE /O'Neill Portsmouth,RI o287s Camera LADDER FRAMED RAKES ARE NOT SHOWN Camera [ingNe 401.576 2983 *0 FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION •%G NE v r TRI)%DESIGNER NOTE TRUSS DE-516NER 15 RE5PON5IBLE FOR SPECIFYIN67 ALL CONNECTION AND UPLIFT HARDWARE.TRUSSES SHALL BE DE-5167NED TO MEET ALL BEARING REQUIREMENTS.APPROACHES TO r"1 ,G' F _ z z LU 0 E$ ACHIEVE REQUIRED BEARING INCLUDE, ..L. 2 W(�adc O,o BUT ARE NOT LIMITED TO,BEARING �;;, ENCHANGERS,ADDITIONAL TRUSS �` y fA - Q>- c a ,. �' Jam-' p to U oe J PLIES,DIFFERENT MATERIALS,ETC ;,* p,U c 5EE GENERAL NOTES FOR ADDITIONAL O ►- a m o REQUIREMENTS/INFORMATION "PERMIT SET Z ~ V O oe U TRU55 BLOCKING PROVIDE AND INSTALL 50LID &ABLE END BRACING BLOCKING EA.SIDE OF ALL RIDGES, GABLE END BRACING GEILIN6/BOTTOM CHORD OF TRU55 VALLEYS 4 HIPS AND AT ALL EAVES GEILIN6/BOTTOM CHORD OF TRUSS SHALL BE FASTENED TO EFFECTIVELY TO SUPPORT AND FASTEN SHEATHING SHALL BE FASTENED TO EFFECTIVELY BRACE 6ABLE END WALL5. PANEL EDGES.SEE GENERAL NOTES BRACE GABLE END WALLS. �I �I ,fir I Y �v hY ry1y rY� FIRST RAFTER/FIRST TRUSS x � x FASTEN FIRST RAFTER/TRU%THROUGH 'S x x ~ SHEATHING INTO WALL 5TUD5frRL65HEADER - HEADER MF - - - -_=qM MEMBERS W/Y4°x4s/a"51MP50N 5DW -_-_- - - --- 5GREW5 AT 16'O.G.5TA66ERED -- 0 LESS OTHERWISE NOTED) PRE-ENGINEERED WOOD -- --- -- GIRDER TRUSS __ _ - -. -__y PRE-ENGINEERED WOOD C71RDER TRUSS X arm X LU IY N O 2 2 v� f 51.1 SI.I w L ADJACENT 7 N IIII ADJACENT UNIT w IIII _ UNIT 7 / TRU55 /-TRUSS BLOCKING, BLOCKING, SEE NOTE 5EE NOTE CN N TRu55� x IIII ' `' - TRusS ' Z N BLOCKIN6, Q BLOGKING,� ~w IIII -`` SEE NOTE IIII SEE NOTE lu N C N L Xx Xw IL QI LL / o ° IIIII o L� O Oj O rRU55 X '>, Z O O O TRU55 N IIII BLOCKIN6,� w w w IIII u� Z LL BLOCKING, w a SEE NOTE 0 _ SEE NOTE - � - - - GOORD.ELEVATOR w` Uj OVERRUN W/ARGH'L DW65 " � cUi) IIII � Lu ' O GONTI 2x10 L D6ER HIF4 OF CONTI 2x10 R 19 H�OF MONO-5L PE TR FA TENEIP THROUGH MONO-SL PE FASTEN THROU6H 5TUG{5 WITH(3) G.-AN ILUTh WAI It STUDS WITH(3) J"xb"51 N 505 66 R&5®IW O.G. REFER T TRU55 16NE'S REFER IRENENTS SI 5D5, REWS®16"O.G. W RR Te I TRU55 D�SIGNE$t5 REQUIREMENTS V� FOR FASTEN 65 T LED AND FOR 5 FA5TENI T LEDGER AND Z x / / X / o 000RD.ATTIC- III) �-ENGINEERED WOOD O A -* CHORD.ATTIC PRE-ENGINEERED WOOD '^ r!7IRQER TRUSS O V J G-V A DIMENSIONS �, ACCESS DIMENSIONS W/ARCH L DW65. PRE-EN51 f t% -- PRE-EN6INEERE - W/ARGH'L DW65. _ e PRE-EN61 RED D GIRDER TRUSS PRE-EN6INEIRED D 61RDER TRU55 V`J 2xb LFD6ER TO O X Q ^'ADJACENT SUBSTRATE FOR SHEATHIN6 ( ADJACENT SUB5TRATE FOR 5HEATHIN6 UNIT 7 F,A5TENIN6.FASTEN TO TRUSS TOP UNIT 7 U ^, TRU55 DESIGNER NOTE: v. FASTENING.FASTEN TO TRU55 TOP' S1.1 x W --- �I� TRU55 DESIGNER NOTE: - ^A' SCREWS®I6°O.G.5TA66ERED TRUSSES SHALL INCLUDE 0'v SCREWS®I6°O.G.5TAGGERED ! TRUSSES SHALL INCLUDE— Z// V`�1` CHIMNEY WALL GEOMETRY `~ CHIMNEY WALL GEOMETRY ry PRE-EN61N D SPECIAL "G Y'TRU55 =�E? PRE-EN61 SPECIAL 'G Y°TRUSS PRE-ENCW RE SPECIAL - A Z a) w PRE-EN61 SPECIAL 1MNEY°TRUSS � � 1 PRE-EN61 SPECIAL IMNEY°TR1155 a m 1 A!?M- +iE4� HEN2ER__ N PRE-ENGINEERED PRI N61NE 05LO HIP TRU55 N61 PRE-ENGINEIB2ED , ^' TRIPLE 2x8 HEADER D ® 4"O.G. NIP TRUSS ``I `-TRIPLE 2x8 HEADER D ® 4'O.G. � ARCHITECTURAL ARCHITECTURAL EMBELLISHMENTS BY OTHERS. EMBELLISHMENTS BY OTHERS. COORDINATE WITH ARCHITECTURAL DRAWIN65 CONTINUOUS 2x8 LEDGER®HEEL OF TRU55 COORDINATE WITH TRU55 TRO55 DE-516NER NOTE:- ARCHITECTURAL DRAWIN65 CONTINUOUS 2x8 LE06ER®HEEL OF MONO-SLOPE TRUSSES FASTENED BLOCKING, � BLOCKING, TRU55 DC-SIGNER NOTE- G THROUGH 5HEATHIN6 AND INTO WALL PROVIDE SEAT AT c NOTE 3 MONO-SLOPE TRUSSES FASTENED PROVIDE SEAT AT SEE NOTE 3 TRU55 HEELS TO THROUGH 5HEATHIN6 AND INTO WALL STUDS WITH(2)#"x�°51MP50N 5D5 ACCOMMODATE Sf.l STUDS WITH(2)}"XW SIMP50N 5D5 ACCOMMODATE DATE SI.I 5GREW5 a 16"O.G. LED . SCREW5®I6°O.G. REFER TO TRU55 DE5I6NER5 REFER TO TRU55 DE516NER5 LEDGER. REQUIREMENTS FOR TRUS5 FASTENIN65 REQUIREMENTS FOR TRUSS FASTENINGS TO LED6ER AND WALL. TO LEDGER AND WALL. ROOF FRAMING-WITH ELEVATORa 0SCALE:I/4"=1'-0° E)ROOF FRAMING-WITHOUT ELEVATOR � • SCALE:1/4°=I'-O" a z U 3 O r, u fl o 0 h G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Eng neenng-Design 117 Black Po nt Lane Camera/O'Neill Portsmouth,Rl 01871 t,ny Engmre s 401.578 1983 fA 4� - , b ZZW ( Em .�:. .z W 0 ad c 010 :�.:• N�� >NO U? ZD a N PERMIT SET " r,Z 5 oa U Q AT WALKOUT BASEMENT OPTION,PROVIDE"5TI" STRAP H0L00WN5 IN LIEU OF"H2"H0LOOKN5 AT FIRST FLOOR FRAMING STI 5TI 5TI 5TI 5TI DTI H4 H4 H2 77 H2 H2 H2 • 5" i SWI SWI SWI N Z 0 N 1 W = � O C/ Z 00, Q CL ^, _W N � r—J p Q C N 10 3 0 w 0 a) ry Z = Z LL. O V) tii J Lij THIS SHEARWALL 15 THE W N PARTY WALL BETWEEN UNITS HII HII 0 sso s 5H3 Z 0 Lo fV � V Co • 3 1/ M�o _ U /�` • 000 m F- 0ISO N a J x Z a) 3 2 3C: m E O C/) J N S N A FIRST FLOOR SHEARWALLS ( '�BASEMENT SHEARWALLS-WALKOUT BASEMENT OPTION SCALE:I/4"=1'-0" j U SCALE:I/4'=1'-0° SHEARNALL SGHEDULE U SHEARWALL PLYWOOD 5HEETR0CK WALL STUDS BLOCKING NAILING HOEDOWN NOTES: ID TAG FACE FACE ®PANEL EDGES 0 EDGES? PANEL EDGES I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SWI OUTER INNER SINGLE 2x BLOCKED 8d®b"O.C. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 2. ALL MULTI-PLY WALL STUDS FASTENED TO H0LD0WN5 SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. 5W2 NONE INNER 51NGLE 2x BLOCKED b SCREWS oj 4'O.G. 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'5TI"STRAP H0LD0WN5 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AMC)FASTENED TO 5W3 BOTH BOTH DOUBLE 2x BLOCKED I 5d 0 3"O.G. BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL SHEARWALL 4. ALLL DIMENSIONS,ELEVATIOILS FOR FURTHER NS,A SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS HOLDOWN SGHEDULE s z SHALL BE FULLY COORDINATED WITH CIVIL,6E0TEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR TO HOEDOWN THREADED b 5. PROVIDE AMC)INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-EN61NEERED WOOD RIM TRU55.THIS PLYWOOD TIE PANEL SHALL BE ID TAG, SDEL# HOEDOWN FASTENERS ROD EMBED.INTO 14 FASTENED TO THE BOTTOM OF ALL UPPER FLOOR 5TUD5 WITH 8d NAILS®b'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE ON PLAN MODEL FASTENED TO: TO FRAMING DIAMETER CONCRETE PRE-EN61NEERED WOOD RIM TRU55 TOP GH0RD5,BOTTOM CHORDS,AND RIBBON J015T5 W/8d NAILS®b'O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-SD52.5 DOUBLE WALL STUD SDS SCREWS 5/8° °DIA. 12 1 WITH 8d NAILS®b°O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HDU2-5D52,5 DOUBLE WALL STUD 5D5 SCREWS 5/5"DIA. 12" ° NAILS®b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AMC) b TOP PLATES SHALL BE NAILED WITH 8d NAILS® "O.G.••EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JAGK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) HII HDUII-5052.5 5.25"x5.25"P51-POST 505 SCREWS I"DIA. 12" 5TI C5-20x54"LONG, DOUBLE WALL STUD (25)IOd NAILS ABOVE AND BELOW RIM o d a h GENERAL NOTES: GENERAL NOTES: GAS FURNACE W/SPLIT AIR CONDITIONER SCHEDULE COIL 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE LABEL(ID) MAKE MODEL(WDOOR UNITS HP B�JH B� VOLT PH AMPS FUSE MODEL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9. BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR AHU-1/CU-1 HEIL N9MSE1002120A 3/4 100,000 97,000 115 1 14.6 20 EDM4X48L21 NXA649GKA 4.0 16 208/230 1 26.1 40 AMP SEE NOTE 1 Z Z W m E ACCESSORIES ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. H U c 10. ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC m o• CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALL NOTES:1.PROVIDE SPLIT SYSTEMS WITH HIGH/LOW PRESSURE SAFETIES,TXV VALVE,CONDENSATE NEUTRALIZER KITS,CONCENTRIC ROOF VENTS&7 DAY PROGRAMMABLE THERMOSTATS. G W U Q m LABOR AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED PRESSURE DROP. 2.PROVIDE AUXILARY DRAIN PANS. C = $o 11. THE MECHANICAL CONTRACTOR SHALL BALANCE THE HVAC SYSTEM PER THE AIR FLOWS LISTED. TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE AIR DEVICE SCHEDULE U s r FOR PERMIT COSTS. FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE u ^i o EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANIZED LABEL(ID) MAKE MODEL SIZE NECK CFM DESCRIPTION NOTES u 2. THE MECHANICAL INSTALLATION SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY CD-1 HART&COOLEY A682M 12x6 7" SEE PLANS 2-WAY GELLING SUPPLY DIFFUSER HAVING JURISDICTION.IT SHALL ALSO MEET THE 2015 INTERNATIONAL RESIDENTIAL CODE AND THE STEEL OR STAINLESS STEEL DUCTWORK THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR 4 - 2016 NEW YORK STATE UNIFORM CODE SUPPLEMENT. SURFACE,BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER FG-1 HART&COOLEY 421 12x6 7"t SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR 3. THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO 12. DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINIMUM THICK METAL RR-1 HART&COOLEY 661 12x12 - SEE PLANS WALL RETURN GRILLE ,•+��•r�=N�►I, FULLY INFORM ITSELF OF ALL CONDITIONS. Q SEE PLANS ?cl DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M1502 RR-2 HART&COOLEY 661 2Ax14 - WALL RETURN GRILLE �- CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER r s 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS. SEE PLANS EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR �-3 HART&COOLEY 661 24x12 - CEILING RETURN GRILLE 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER AND GENERAL CONTRACTOR 70 DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND NOTES:1.COORDINATE AIR DEVICE LOCATION,QUANTITY,THROW,SIZE,AND CEILING TYPE HARDWARE BEFORE ORDERING. 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. ,,f, ..,�; ,�•. `''' PROJECT. APPLICABLE CODE REQUIREMENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN,BALANCE PER CFMS LISTED. 6. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MANUALS AT THE CONCLUSION OF THE 13. ALL GAS APPLIANCES SHALL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS. 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK. ('�:.,.. PROJECT. 14. APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW THE DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION I5 NOT LESS THAN 18 INCHES EXHAUST AND SUPPLY FAN SCHEDULE MANUFACTURERS RECOMMENDED CLEARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. FORESEES OR COMES ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFY THE ARCHITECT 15. COORDINATE THERMOSTAT LOCATION WITH OWNER LOCATE THERMOSTAT AWAY FROM WINDOWS, LABEL(ID)MAKE MODEL CFM S.P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES FOR A RESOLUTION. EXTERIOR WALLS,HEAT SOURCES AND SUPPLY AIR DEVICES. EF-1 PANASONIC FV-05-I I VKS I 80 0.2" 120 1 0.16 - 4" SEE NOTE 1,2,3,4 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LINED OR WRAPPED WITH HEF-I FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 1,2,3,4 INSULATION TO MEET CODE REQUIREMENTS,DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE SF-I FAN TECH FIG 12 EC 600 0.3" 120 1 - - 12" SEE NOTE 5,6,7 H METAL WRAPPED WITH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCTWORK SHALL NOTES:1.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. O BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LIMITED TO I4'MAXIMUM.ALL EXHAUST 2.PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. H AND INTAKE DUCTWORK SHALL BE METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO 3.INSULATE ALL EXHAUST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION. MEET CODE REQUIREMENTS. 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPLETE INSTALLATION. OC 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD 6.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO ATTIC SPACE FOR FUTURE DUCT HEATER. 7.PROVIDE WITH CONTROLLER.,MOTORIZED DAMPER,FAN WITH EC MOTOR AND ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM. ELECTRIC WALL HEATER SCHEDULE NOMENCLATURE LABEL(ID)MAKE MODEL CFM HTR WATTS VOLTAGE PH AMPS NOTES N WH-1 QMARK CWH-1202 65 1,000 240 1 4.2 SEE NOTE 1,2,3 C) N -};-� UNDERCUT DOOR I" NOTES:1.FURNISH WITH INTEGRALTHERMOSTAT. W 2.FURNISH WITH DISCONNECT. L M 3.PROVIDE WITH ALL NECESSARY HARD WARE. n EXHAUST FAN O � ZW J J ® FLOOR OR CEILING SUPPLY DIFFUSER Q Q W C) �J W Z p Z= O RETURN GRILLE O Q r V, CL _ W MANUAL VOLUME DAMPER U w Z Q Q Lu o �96 Q � C1 0- MOTOR OPERATED ZONE DAMPER OTHERMOSTAT Z O 0 ccl CV owe I U C: � CV � a) N Z E CV zz'" Em ac m y C U C W V Q 12 OC W C Em^ r a mg L V n Z O U Q '1*NC�S•J��i 7" 7" 7" 7" CD-1 75 CFM 7"HONEYWELL Z FRESH AIR DAMPER 0 h 7"0 w oc 7"0 7"0 c/) Z Q i O CD-I (I- N 50 CFM CD-1 75 CFM O } 4"4 EXH UP 7"0 MAIN SUPPLY&RETURN O - M TRUNKS WILL NEED SOFFITS J C ` 12"� IN THE FINISHED AREA. LL ;�-- Z D EF-I 12"0 2` \ 7" O Lu LL 7„0 cn Q 6j u.l U 00 J Q u, U 0 RR-1 200 CFM C 10"} C 7" o � � 0 o- N k 04 = O � � w 16x10 '` 0 16x10 SUPPLY& ^ca, N RETURN UP 4W/ W I HONEYWELL N r� 44b W8150 FRESH AIR I CONTROLLER. LO [K] u 20x12 A I AHU-1 J 16x10 2ND FLR ^, N ZONE DAMPER W 10"0 BASEMENT z ZONE DAMPER cn 16x 10 1ST FLOOR cnZONE DAMPER 7"+ 0 7"0 N 1 UNIT"Cl"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" Z z"' E m .p y C U V 0 C O. C W u O W CO t O - e a `m N U (� ^Z Po U Q �=NLz rrr FG-1 FG-1 FG-1 FG-1 CD-1 CD_1 I t•• ....,•., 50 CFM 50 CFM 130 CFM 130 CFM 100 CFM 90 CFM FRESH AIR INTAKE 7"0 EF-I 7"0 FRESH AIR DN KITCHEN HOOD W/ " 1 INLINE EXHAUST 7+ CFM Z IN ATTIC.INTERLOCK O EXHAUST FAN WITH MAKE UP AM FAN. CD-1Er-1-1 N 50 CFM oc e V) cu-1 r INLINE HOOD EXHAUST Z 4.0 TON I' FAN IN ATTIC.(LIEF-1) 410 EXH DUCT Q i -10"0 EXH UP TO ROOF -1 p CV 10"b KITCHEN HOOD EXH UP 4"0 EXH DUCT O N 10"UP THRU ROOF O L 7"0 EXH DUCT } 4"m EXH DN YYH-1 7"0 EXH DUCT L.L - M FG50(BALL) LOR 2 CFM x8 STUD WALL CD-1 F RETURNS. o- 90 CFM OEF-I RR-2 or e f FG-1 850 CFM Q T'+ W 50 CFM FG-1 = Z � LLB 55 CFM � 4 1 EXH DUCT ® 9 14x14 MACE 4"0 EXH 06 ® LLJ UP AIR oc w _ � U Q Q 4"b EXH DUCT SF-1 4"i� w0 l�-L h iv EXHAUST UP MOD THRU ROOF. 71D EXH UP RR-3 FG-1 410 CFM f 60 CFM® 14x14 FRESH O2 AIR FROM 9 ABOVE DRYER '" Z BOX i ',� = O CD-1 CD-1 EF-1 O 50 CFM 50 CFM Ca 16x10 SUPPLY& a RETURN DOWN 14"Q W 1 16x10 SUPPLY&RETURN Lo DUCT UP&DOWN. N 7"0 - J c� N z �EV)CD-1 100 CFM 0 FG-1 FG-1 N 110 CFM 110 CFM 1 UNIT TV FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN M- SCALE:1/4"=1'-0" ZZlu Ea y�cit� cq °vv H y H m O C C W V Q OC 2per_ COt° 0,7 e a m V _ 3 m v U ^Z $ � U Q ,�Nuui.,a�nn trrtt1:: r 1 J N Z 0 N W CC I0-e HOOD EXH W/CURB&CAP. Z O N C N 0---10„0 BATH EXH TERMMgATE Wl LL ROOF CAP. O M NOTE:ALL ROOFTOP PENETRATIONS O 0 SHALL BE THROUGH FLAT ROOF AREA. W J r— C3 O- 4-0 DRYER VENT.TERMINATE WITH ROOP CAP. Z O LL. a = Fe U "' u �J ' H W Q Q o W o 660 CFM INTAKE CURB AND CAP. 7- 0 0 an N r� r— W ' N J O" � � N Z c: E r— N 1 UNIT TV ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 LINEAR STRIP LIGHT AMPS:200 WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M.L.O. MOUNT 48"MAX AFF 0 WALL MOUNTED TWO TONE DOOR CHIME, PHASE/WIRE:1/3 MOUNT T-0'AFF 0 Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE:120/240 `P MOUNT 48'MAX AFF U.N.O. =Z u+ E o' Q 3 THREE WAY WALL MOUNTED SWITCH, A.I.C.:22,000 lu O CD j o `P N�� C U� O W V Q R '� MOUNT 48'MAX AFF U.N.O. H m o C o, Q;4 FOUR WAY WALL MOUNTED SWITCH, T MOUNT W MAX AFF U.N.O. CIR. TRIP NO. NO. TRIP CIR. o l o c o O120v,MULTI-STATION SMOKE ALARM NO. AREA SERVED AMPS A W.G. POLES POLES A.W.G. AMPS AREA SERVED NO. _ Ll 3 m S WITH 9VDC BATTERY BACKUP IFE m 'o LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) LI' Z o co 120V,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 °C U WITH 9VDC BATTERY BACKUP EP ELECTRIC POWER PANEL 3 RECEPTACLES:MEDIA PANELS(BSMT) 20 #12 1 1 #12 20 RECEPTACLES:BSMT BATHROOM 4 MID AFCI AFCI DEDICATED GFI(1) O MEDIA(TEL OR CATV)PANEL LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES:1st FLR BATHROOM .�`'��``1`,NEyy 5 6 JUNCTION BOX CLOSETS(1st&2nd),HALL(2nd),LAUNDRY(2nd) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) J DUPLEX RECEPTACLE,MOUNT 18'AFF U.N.O. 7 LIGHTING:GARAGE 20 #12 1 1 #12 ZO LIGHTING ENTRY,FOYER&DINING B RECEPTACLES:GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES:ENTRY,FOYER,DEN&EXT.GFI(1) DUPLEX RECEPTACLE,ONE SIDE SWITCHED, i MOUNT 18'AFF U.N.O. ��-''•.'9 LIGHTING:LIVING, 1 1 #12 1LIVINGNG&DINING 20 20 LIGHTING W.M.ROOM -},4y;...,...'• GFI DUPLEX RECEPTACLE,MOUNT 18-AFF U.N.O. RECEPTACLES:LNG,FP,DINING&MUDROOM AFCI AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES:KITCHEN COUNTER 12 RECEPTACLES:KITCHEN(GENERAL) AFCI AFCI a TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO TV MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES'KITCHEN ISLAND A20 20 FCI #12 1 1 #12 AFCI RECEPTACLES.REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET,PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING:RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 1s XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND#OR PLUMBING I I Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING:REAR PATIO 20 20 Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES LAUNDRY&HALL(2nd) 18 O C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER H LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 20 RECEPTACLES.M.BATHROOM INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 #12 1 1 #12 20 KI 12"MAX BELOW COUNTER RECEPTACLES:M.BEDROOM&M.BATHROOM AFCI AFCI DEDICATED GFI(2) GFP INDICATES GROUND FAULT PROTECTED LIGHTING:BEDROOM#2 CLOSET 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM(2nd) 22 WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES:BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 GD INDICATES GARBAGE DISPOSAL RECEPTACLES:BATHROOM(2nd) 20 20 Lu DW INDICATES DISHWASHER 23 #12 1 1 #12 RECEPTACLES:DEDICATED WASHER&DRYER 24 H 0 R INDICATES RANGE DEDICATED GFI(2) AFCI AFCI Q Q 0 0 REF INDICATES REFRIGERATOR 25 RECEPTACLES LIGHTING: A&SF 20 (ATTIC) AFTTIC CI #12 1 26 Z N HD INDICATES RANGE HOOD FUTURE MAKEUP/SUPPLY FP INDICATES FIREPLACE 2 #S 50 DUCT HEATER(ATTIC) — D INDICATES DRYER 27 28 Z 0 (� W INDICATES WASHER WH-1 WALL HEATER(W.M.ROOM) 20 #12 2 LLJ /1� INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 CU-1 30 () GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC Q W SIDE OF INTERIOR DOOR CONDENSING UNIT J Z L- 31 HWH-1 32 r<w O ELECTRIC HOT HEATER 30 #10 2 Z U 0 Z GENERAL ELECTRICAL NOTES: 33 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 0 p/Q a LLI LLJ 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015),AND ALL APPLICABLE U= Lu (— LOCAL CODES AND/OR AMENDMENTS. 35 SEA SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 U L U Q 0 2.ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED. a Lu V h 37 SPARE - - - - - - SPARE 38 3.PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, PHASE AND CIRCUIT NUMBERS. 39 SPARE - - - - - - SPARE 40 4.ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHNITHWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP. APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP. 41 SPARE - - - - - - SPARE 42 5.UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC. Z Z 6.CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT 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 B.ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS. O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH. in 9.ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 311 MODULAR N GROUNDING. METER STACK w/BREAKERS, TERMINAL SERVICE BOXES (3)120#240,200A,1P,3W " 10.CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER TERMINAL BOX REQUIREMENTS 120/240 V O O W 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUN CONSTRUCTION AND OF VOLTAGE ' AND AMPERE RATING TO SUIT EACH FUNCTION. 400 A 0 PANEL Lo 1-P 3-W UNIT C2' � ^' 120/240,200A,1 P,3W � � ``1 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL O M.L.O.,TYPE 1 a RATING TO SUIT EACH APPLICATION.MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES RMS,U.L.SYMMETRICAL UNLESS NOTED OTHERWISE.ALL BUS BARS ARE TO BE COPPER. UNIT'A' ^^`` N (1)2"CONDUIT � W � 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION.ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL O WITH(3)#3/0 CU z c CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS. BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL SERVICE GROUND UNIT'C1' 14.PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER E ELECTRICAL WORK.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. UNIT'C1' 15.ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE — CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48'AFF. 16.WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT. (2)2'CONDUIT WITH(3)#310 CU EACH (y -OR- 17.ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN. (1)3-1/2'CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM. CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION CAN DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. (1)1"CONDUIT WITH 1B.ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5.5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND(IF#3/0 SERVICE) TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED -OR- APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS. 00 CU GROUND(IF#600 SERVICE) — 19.A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL TO BUILDING METAL WATER PIPE UIT WITH #6 CU GROUND TO CONDUIT(1)1" DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT ) CAT5END CABLE 3#4'x8'GROUND ROD SECTIONS.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 -O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD. 22.ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED. 23.PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. Z=W E a` y C U R y m NO O Q W U Q w '�O O r a U s �m m U ^Z O U LZ Q �upululuti. c sr— t UNFINISHED UTILITY --------- I � 1 I 1 I z 0 / I I / I 1 � I d )0 I \ / I 1 FINISHED I TEL m1 I Q TVi BASEMENT i �Z N db I 1 � CV �y/ 1 Cie EF � / O\ )o O 1 O\ I 9 _ M \ 1 WALK-IN \1 I 0 O BATH I CL I I u_ - I I Lu 11 / O _Q_ O' _�o 0 Lu LL_ OS CO cn Ile w / / 0 C L II \ 3 $ II 1 Z I UNEXCAVATED I 0 O / L ca SE O CO 0 (D r UNEXCAVATED MAKE-UP AIR CONTROL PANEL 11 r n� VJ I UNFINISHED I U C N _ N "� UTILITY i _ 0 Oz I � N HwH /MP-TEL Q� r— / E O' MP-CAN— N EP' � N 1 UNIT"Cl"BASEMENT PLAN E-1 SCALE:1/4"=1'-0" zZW EUA a y 2 C V H y O o CWU ecpUA o c a ra m u x Dm 4 U ^z o ag U N�yf,v VVP TV N,_Q _/O 01 ---- OPTIONAL GARBAGE / I Tv DISPOSAL LIVING R / ROOM / MASTER / \ rJJ 1I, E CI � KI F BEDROOM � � O/ GD DW L� N � �� TEL KITCHEN / / EF MASTER a TEL , � i �� w _- `P r _ _ \ T_ __� CV \ ®REF ® *3 W --� j \\ O N PANTRY3 WALK-IN " 0,,-� TV 0 } EF /� \\ LOCATED IN THE ATTIC 6HE CL O u_ M� DININ i Q BEDROOM#2 \ b t\C .Q/ j\\ ---Q� ROOM SF / \—�{� Z e TEL D 0 II 5 \ � U BATH 1 MUDROOM / \\ ' j /� '------------ z Lu Os co \I \\ / �\ 0 O 0 W U c) F— - JC. CL in UPr' -�� / � � -DOWN \\-Q \43 FURNac� // WALK-IN I 3 ro a%al 169 -- FP D GFP CL / / \ OPTIONAL �} / /1 Z Ob ELECT.DRYER -69- WP FOYER /� �BATH \ EF 0 LAUNDRY GARAGE \` �/ 0 � an IN THE ATTIC ABOVE ^, N GDO / / / r— /� \69- TEL BEDROOM#3 — 0 SWITCH TO CONTROL J (V LIGHTS IN ATTIC DEN TV E � � N 1 UNIT"C1"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER --- VENT PLUMBING FIXTURE SCHEDULE ____: SYMBOL ABBR DESCRIPTION ` -•DISCHARGE PIPE TRIM CONNECTIONS s S or W SOIL or WASTE PIPING INLET �; �� SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS ' MANUFACTURER M DE VENT_ _ _ _ MODEL WASTE WATER WATER s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, -———————- v VENT PIPING _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 -———————= V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM ®® PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - 3" 2^ �" SEAT,SEE ARCHITECTURAL ELEVATIONS FLOAT SWITCH PLANS FOR TRIP LEVER LOCATION Z Z W 0- VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, 0 LW LW LAUNDRY WASTE PIPING PLAN -——-W-——- LV LAUNDRY VENT PIPING - _ ^ ^ 1 „ _ �++ °� m o ELONGATED BOWL,TANK TYPE,KOHLER K-4636 �-h > `rn° P-1A WATER CLOSET KOHLER K-3998-0 3 2 c W u a m SEAT,SEE ARCHITECTURAL ELEVATIONS& w o W _`o o q nnr 11N INDIRECT WASTE PIPING PLANS FOR TRIP LEVER LOCATION = r°az 3: m Iw CWW CLEAR WATER WASTE PIPING " " 1 1 U u 42 Z o CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2 2 WHITE,VITREOUS CHINA W/OVERFLOW, u TP TP TRAP PRIMER PIPING SYSTEM SEE FLOOR PLANS �" �^ POLISHED CHROME FAUCET W/POP-UP DRAIN. G G NATURAL GAS PIPING GATE VALVE ` WHITE,PEDESTAL W/OVERFLOW.POLISHED cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" ^ 1ic2„ NEj NJ', CHECK VALVE Hw HW DOMESTIC HOT WATER PIPING CHROME FAUCET W/POP-UP DRAIN. ,��:.=�^••••., it r�ocw NDCW NON DOMESTIC COLD WATER PIPING ^ WHITE,VITREOUS CHINA W/OVERFLOW,CHROME r R=t'_- P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" �ic2„ = :V �; - BALL VALVE STEEL COVER FAUCET W/POP-UP DRAIN. DO UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, ;�".::' ..........�;,••`` �a NATURAL GAS VALVE FLOOR SLAB •„,, °• ° °� •° � �° KITCHEN K-3183 ��"x 15 Am x 7�"DEPTH,PROVIDE GE BALL AND DRAIN VALVE INLET P-3 KOHLER KOHLER K-10433-VS 2" 2" ^ 1�„ GFC325V 3 /4"HP,120V,1 PHASE,60 HZ DISPOSER, DRAIN VALVE HIGH WATER ALARM SINK K-8813 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 db OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ ^ _ 1/4 TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES Y3 696-G1000MF REFRIGERATOR,WHITE FINISH >� VIV VALVE IN VERTICAL (TYPICAL) SHEET METAL SAFE WASTE PAN 2"UPTURNED E6 TMV THERMOSTATIC MIXING VALVE Y1=3' WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR Y2=3' OXBOX ONE _ _ > TRAP PRIMER Y3=- 12 P-5 MACHINE VALVE SIOUX CHIEF 696-2413BF 2^ 2„ �" 1�„ PAN SIZES)REQUIRED.DOUBLE HOSE BIBB Lu 8�DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, Q FLOOR DRAIN K-1150-0-LA �j 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CP 2" 2" 1/2' BATH SPOUT,SHOWER ARM W/FLANGE AND^ 1i�^ �cn N 6-J0 OED OPEN END DRAIN P-0 NO SCALE K-304-KS-NA SHOWERHEAD. O Z Q O (V NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, < METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 2„ 2" i�" 1/2^ SHOWER ARM W/FLANGE AND SHOWERHEAD. -LLl } PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. z co LLJ 0 7 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FLA KOHLER K-15270-4-CP 2" 2" 1/2" �i�" UTILITY SINK FAUCET W/LEVER HANDLES W Q —r PIPE CONTINUATION THERMOMETER Lu C3 JV) Z o PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE Hw �� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER Z Z? O + PIPE DOWN THROUGH FLOOR SHOWN BLADDER TYPE 0 Z LL_ EXPANSION TANK HOT WATER TO SYSTEM d m 0 PIPE RISE/DROP SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS _ � Oc W&T WASTE AND TRAP STRUCTURE w J U U Q Q �— H co CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - AREAWAY CAST IRON STRAINER,VANDAL FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER--\ I PROOF SCREWS 1 INLET w&v WASTE&VENT PIPING cw WH WALL HYDRANT JR SMITH 5609QT PB - - - - 3'4^ 1/4 TURN,POLISHED BRONZE,FREEZE PROOF - W&WV WASTE&WET VENT UNION(TYPJ WITH INTEGRAL VACUUM BREAKER �— 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 Z VTR VENT THRU ROOF PRESSURE&TEMP. PROVIDE WITH EXPANSION TANK,SEE DETAIL VIF VERIFY IN FIELD RELIEF VALVE FULL SIZE DRIP PIPE TO ELECTRIC NTS NOT TO SCALE WITHIN 6.OF FLOOR HOT = O WATER 120 GAL O CFH CUBIC FOOT PER HOUR HEATER a — �SF SQUARE FOOT DRAIN VALVE /I` Nr— L.O.W. LIMIT OF WORK V`J U.N.O. UNLESS NOTED OTHERWISE 6'AFF V&C VALVE&CAP FLOORLO FM FORCE MAIN C N (INV.)x-X') INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL N P-0 NO SCALE Z •� GENERAL PLUMBING NOTES: E V� 1.ALL WORK SHALL COMPLY WITH INTERNATIONAL RESIDENTIAL CODE(IRC 2015)AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS. 2.INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE INSTITUTE'STANDARDS FOR WATER HAMMER ARRESTORS. N 3.LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING. 4.ALL SUPPLY PIPING GREATER THEN 3/4•SHALL BE CPVC TYPE.ALL SUPPLY PIPING 3/4'AND SMALLER SHALL BE CPVC OR PEX. 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF X-0'BELOW GRADE. 6.ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8'PER FOOT MINIMUM,PIPING SMALLER TO SLOPE AT 1/4'PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED. CD 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING.SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 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. 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION BEING SERVICED. z z LU E So' W jet 0,0 CWU > O ~ ro m� U U � o Z U Q �Npuwr*•Rr 0' a ,•�-r c NFL`��h 34'CW m 47AREAWAY DRAIN PIPE TO FOUNDATION YV y o———— _ cw DRAINAGE SYSTEM J 2' q 3/4" s cw Hw 2'W YBV + GAS TO UNIT C2 / vi �°CW 2 SEE UNIT C2 DRAWINGS Z 3'S PACKAGE FOR CONTINUATION 0 -CW h -Hw GAS TO UNIT A -CW SEE UNIT A DRAWINGS oc PIPE 1f2-CW&HW TO G w PACKAGE FOR CONTINUATION PEX MAINFOLD PIPE 1/2-HW&CW TO -Cw—c �4 PEX MAINFOLD 2'W&V �� o P-2 11/4'G(181 CFH) S I I I I I 1"CW 2"G F O 1�-Hw 1� 1i-cw 11/4-G Z N 2"V PIPE 1 h'CW&HW TO IIIII DOMESTIC WATER SERVICE a c� LL O �-C I II P-1A PEX MAINFOLD �� FP SERVICE � N N �-2\ cw REFER TO CIVIL } s 1f2-Cw 11/4°G 'EITA G DRAWINGS FOR J M 2'V I �� ► �-Fluty CONTINUATIONm �HW 1- GAS UP TO ABOVE O 2'W&T Cwl f2 CW-Cyy cut %.HW II ADE BY PLUMBER+- S HW G Z O f1 cwOMESTIC WATER SERVICE �HW IM 3"S 4• 1- UP TO ABOVE GRADE BY SITE CONTRACTOR CE 0 +�"CW YRADOB 1/�'CW G (SHOWNFP ERVIFOR COORDINATION ONLY) 0 LL_ YLW BY GC BELOW SLAB 1 3f-Cut 1 HW a_l f2 CW 11/4-G UNIT C2 GAS UP TO ABOVE di 2tiV (281 CFH) GRADE BY PLUMBER U Q 1f2'HW s— UNIT C1 GAS UP TO ABOVE Uj U Q I' GRADE BY PLUMBER N II 1i'cw ll 2'W&V !�'HW TYPICAL FOR 2 PIPE 14"CW&HW TO PEX MANIFOLD 4' 1" Z V o SIMPLEX SEWAGE EJECTOR _ SE-1 >` SEE DETAILco 20FM c�• FM- � N 2' PIPE 11f'HW&CW TO INDIVIDUAL FIXTURES 1'G(100 CFH)—mac Hw 120 GALLON ELECTRIC Hew r� r— HOT WATER HEATER HW HWH-1 c-oa-�I�o�- Hw D—HW PEX MANIFOLD Lo � A cw 10Hut VALVED DROP N cut 1"CW VALVED DROP CW PEX MAINFOLD J N 4' rcwccg=:ww r cut cw U:) z • 3/4" E N ZD 3/4°CW N 1 UNIT"Cl"BASEMENT PLAN P-1 SCALE:1/4"=1'-0" 4 3 o O '- .J 4' zzum Em ec m y�� c ua H 44 j 0 W V Q N N pCpW c m- FS( '2 w ^ U Q �opllus"flit" NOTE: ON UNITS WNVALKOUT BASEMENT, r' r WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,T-5'ABOVE GRADE. WH 12"HW TO DISHWASHER l"•a.:r 3/4.CW PIPE 2'W FROM DISHWASHER TO SINK TAILPIECE 1�-HW 2V 2°W �-CW 2'BV o— �3'S 3'S • tf-CW I 2'V 1-G(136 CFH) ••• FD-B 1 N' — P-1 H c G L-2' Z W&T 2v Z HW ' 1-G(136 CFH) 'FiW �'G(25 CFH) 2'V CW P-3 1,12.CW ^ nc P-26 P-213 Q ty4'G(161 CFH) G \ ---%o 2'V UP—� °CW P� 0 WG(25 CFH) --- -,'-- Z I /2CW !I �� r2CW 11/4'G(181 CFH) 2"W&V CW 2'W&V V) Z 3„S 2'V DN—�0 F-— �'HW DOMESTIC WATER METER �HW p� Q 4- MINIMUM 12 AFF� J _ (� 3°S—�•1• • • �CW cw W/SHUTOFF VALVE IL b 2'V HW START OF PLUMBING WORK—� j _� - �`CW • f2-CW ��°CW \ GAS DOWN TO BELOW u- DOMESTIC WATER SERVICE DOWN TO f l O 2'V P-� !�-HW BELOW GRADE BY SITE CONTRACTOR / GRADE&VALVE BY PLUMBER O E i ! ,^ 2 yy'gV P-1 0 1/2'Cyy TYPICAL FOR 2 l°CW ° —UNIT A GAS METER X2HWJ Z m 1/2'G(20 CFH) i << IIISTART OF PLUMBER'S WORK ! ! d L Ll_l III TYPICAL FOR 3 j !i U J J !f-HW� N —UNIT C2 GAS METER ;: :'—.----------. - w U -____ l.CW r- ! 0 • 2"LW III 2'W&V GAS METER ASSEMBLY E H !f-CW �'HW f BY GAS COMPANY WG(20 CFH) ► ; 2'WIII TYPICAL FOR 2 TYPICAL FOR 3 t�° f2 CW� -� -- - f i t° �HW—`• +7D •is��/L°CW 2 LW ^-� .•• •�• 2'VUNIT C1 GAS METER -__ CW P-5 2'W&V ••• ••• t/2-CW j I 3'S GAS SERVICE UP FROM 2'LW&V t t' 2'W&V t/YG(20 CFH) t —I �r7 ��CW BELOW GRADE BY GAS P-7 P-2 P-2 •M •••• li'HW 'CW 12 CW L �CW f2 HW COMPANY TYPICAL FOR 2 (2)30S 2'V �-CW GAS METERS,MASTER • Z 2WV 3'S )G 2-W&T 3'RADON SHUTOFF VALVE,&GAS FDA • \,-- 21Wt(2)1� PLUMBING CONTRACTOR TO tREGULATOR BY GAS P� 2'V PROVIDE INSULATION ALL RADON COMPANY .CW PIPING IN UNHEATED GARAGE. P-1A (2) PLUMBING SUBCONTRACTOR t21W O TO COORDINATE W/G.C.TO MAKE ALL NECESSARY !I-cw L PROVISIONS TO PROTECT 30S PIPING FROM FREEZING 30RADON N tr— ° N � O N z �c: E O 3 �T N /4'CW WH 1 UNIT TV FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" zzW Ea ,� m W CC1, 1-y > C O� 0WU Qre , d Q W C m^ O = °0 o� m U V FZ P U Q rpuuiw�,,,�u I I 2°V-0•----- --- --- ------ —L- -�- -- t2 I I z I 0 WV PIPING RUN-T 'n iNATTICSPACE L--------- ---- --- I I I 2v—�-——— ——-� 2��1 1�2'V o I N Z N I�4-VTR 4 CL M I _ L O O 0 v z 0 LL- .}. 3'V PIPING RUN (L < Ll! IN ATTIC SPACE U L Lii I-- v Q r---------1---------r-------- ---I--I 0 CL l 1 I I r I I 1 ♦ I I \-2'V \-2-V ~THROUGH �2'V I I ROOF 1 T 1-2'V L————— _ J 3'RADON rr2'V 3'RADON RUN IN ATTIC SPACE Z F— 0 0 N � W _ O N J N z .0 E N 1 UNIT"Cl"ROOF PLAN P-3 SCALE:1/4"=1'-0" "a'a'-T 161 K till MW am-\ KI In/r 0000=1ItIDi `\ \ 0S N F1 V PM N CAI rM%3&7D ID PC-aWX \ 9:3 Ili;T7!19 f�! J l_ ET�fiC 16'1 I 23,25,27 -� JASMINE LANE UNIT -- : r� r !tY;7tDER!AIiF 14,16 i 8 LAVENDER LANE SL..I:S.i�R�-8.10,12[AVER A!lf i �1 i +--� �- � 1 `,_T+19 �t S1,Sl RR -15,17,1 9 cA�1 IANE t RYE ❑❑K' N Y WATER SUPPLY -'-�''r �� r USER�-9, 13 U LW . - r, VENDER �s�.~ 15 �lS3 L '"-'=-`_3 R 6'-3.`',7 LMEtrOER M { TAT'C PSi:_�5sy P� 1 r�_ ! •`'__- -,'y'',` L:' i! I IER'�"-2,4WNWtN ! IL ii IAV rE ' RESiD PSi: 4 �Si lta'=Y t �! rD',' i;�-"'; i`=4:`L,';!y ; ,;.t7 t t� �11�1 _Q�-? t 4.6 ROSE.Aid +: 105o GPM -,.t a-4s,t-TEE 1 i CL.USTI: �.-IO,'21A ROSE LANE i��Q lte -=S b• lla.` - �I .� -- __-_ I CLUST.'R'-3,5.7 ROSE l/lNt APPROVAL��`r r�/t1 ;=-lt?!ui'!: �`�} :6 'ice ___: --- -- C U -16,1B, LANE"}" ZO Rda D.O.H. 114 't1� ' !i2 ,'•i�it J ,',s t PREVENTION O�ICL r•--=`•�O ;..-.vita;,- r _,! �• i ;•,�i j- =.LL c `'=�,e1.13 R'DS<JtNE i BACK _..r.r '•,'.}• 110.:-'i •'. !17 �.``t•a :lt. ��-=_-: '.' y \` r'c;l S 21.23, 4..)NEYSX''QE.USE — -- t - _ ... --------- _,_�. ., •. TER`z'_ 25 -- ---- ----_•.• _-- ------ --- ,•__.... _ -..-. s; I3 '� '� \ ^. _ �,) �l S 1a,7,144ORYSUCKLE-ANE ----J-- ----- NEtr a•Ifoae�mLt�t►utal1e �1 �"'! 3ttvJ1�E I+rx �( R f-9,I,1S)tOFlEYSUCKLE LANE vm-)SCREW t:a s•r�' ; Ml1H(Cc 4aEA5; , 1� y�'` 6t 0 l'�5 '�\ !�fiQ✓,;�.� Cl US ° 3.5.7 -L/ItK sos ;� .,�� !;� „�•,\ \/` � ',W-BIld,12 PRIME t9f I i !a' R t i f`�\ `r• I 1:.13,15 PFd MSE LANE cGENERAL 1 y,>C.o`,t. y; N `�/ R -tte Ir t WER y �- ra -5�. -__ -21,23,25.tASMNE LANE N PA-13D GEN pp/�� ` _ i ♦AIM' _ r(•,.� '!'` •i"'•r !1 './' Q18 "-S •-�3,,..,1 �.AL'i'- EfV��NOTES i 'gym i,�i ,3,' r.; /. ;i�'>i...\ \•`�./l!3 !U 'S 7 I r AL AREAS :p•pc a AtS LOU 05 O�SEl1 Sit�,ra �16 µ i' \ �/�\`. 17 _ r SYSTEM DESIGN RESIDENTIAL (WET SYSTEM {_ j �r M'SLY �/ ��L i j`�t.` \�/' �.\�v !, 7, \ 4`c IosT f J!7t 9,1 da9�ti,LAW SPRPAC_rTt SrS1 t n ) ta7pE T 1I1E Q1AEU Ltf15 1 t5 Ht i>to J Y i_1ST i PIoE \ ! lb } i`,.!' 11i\I�±�: \'•`(�JeI L�- 2.4,6:A19f ANE L _ "L_CAT WLAT`:D NET'SY`ID) \ 14.; - ,'r•% lt3 It: U-5 r '1^r' 1 i "1514C HAS SUN S120 J'TRG A LIGHT HAZARD D NSITY 3F.05 vm OVER G 4 �rtAN reR J ....... nJo�%i� �9t` !8�: " .3,5�i L�LE MOST REIroL' RH4� s fir'' R, �:'/ -•t' l9 ;lot f ,_ 27. -�Ib,3 Lltk� Rt C011il 1, ;" I -T R"AAA'-3 1 MU BM A CO,JPARiW-111 US•k3 R:S:D:T17:A!,S24WKI-ER HEADS._ 03-SET MA•>C�rR--/ ' �, 1 ,�-- � )`i`��f;..\\ T�•N;._4� t '� .c t,'.��''t9 r ��_ ,5. L*#�'f�.IIiRT 11rxINt:Ef SPRIIdCER HEAD S?ACSVC-324 5¢ft. rAOOrtTRUSSOR5=_AV� i WOOD S;REWss:tIr-� � / �� ''"• ham. T SY57Dd DES JJ PER KF--: .910 `r! PIPE MATERIALS —_.-_ ---........._._.__ _.._._..-..-..._.I ----- - \ 2 ltso(taro_�moN) nrar n,r_w oa aSAA4 �..__... I �?✓-'N IT %'•� ��-`'= ` �l="��`'!s ALL.PIPE NO F'T nM'US ARE 31-A,,EMAS CoVC _ --- ------ - -------- t ' ---....._ OFFSErHANCeER®EMIZ, i��4LF�Tf��4P�{.41�lGEFI�J — ----- �` ram` :1 -� INFORMATION nt rs DE ----- --------- - i J';t' I CONTRACT INF ! ! ►4;'�.. „ •ram• ,::�`: �.�. 1MC>Etr i�TSER THIS-ONTRACT CO.YSISrS 0;TH`rOLLOVhNG OCSIGN AAA NSTALL A W-WING c-PRW-LR SYSTZ11 PER N.F.PA.-HD 2010-EDITION S!CIPPw:iiki_BE-Rout(rc',t 9 THE OMER W AC=ANC'V47H THE LdC 2003 EDITION FEB1 2020 -aATN000AIS LESS iHAN 55 S?.-T SHALL i3E H4 COAIFLANCs tN7H THE REOuIREtrE7rT5 OF Nr°A-130 ®/��// r C D A:L BATHR]0415 ARE NGNCOiCBUSTIB;E SFEE T ROCK N'H A 30 NIN.TTtrOt4Al BARPoER. I L! - --- - ------ -- �- _.___.---.._._.___.._-_._.__ -_..._•_-- ---- -�_'��- it 1 (�OTI{TiS; �` -CLOSETS=S THAN 24 SQFT.SHALL M:IN CauPL AN Wam tas+lc t6 Gc tt cE iN 1HL eEDufRttIET41S OF NFPA - �aosEls ARE CaNSTRucTED OF NLNCtMF3USPBL-Sir ttOCt(w;r+A 30 yD,T'+ER1lAi BAIa1IER i !-•_•-•----... ��'� �'�` VILLAGE OF YE BROOK -ATTICS ARE NOT Lr=11i FOR STORAGE AND DO NOT L UN'ALV ANY i I{ I - ; FUEL FRED EOL'IPWENT. ,I! '� - ~�'1': !i 1 t _....• �;;; _ ---- --- _----'-- I -' BUILDING D PARTMENT 7 ._._.__-----•------ �__--- ... •� ,,; �_ i .�..........-•--------._--_._-�rarir�lsi-Li:o------_.---.._---•-•- '1---••-•---------.....-----..__.._........._...__.__-•-�-----.._. ->•;; 1••j' � , A-Al '_ - ---- `._ .. - ----- iS \ ------ t _.... -- _.....---_..._._._...__.._..UTILITY __.._...__.._.._._...._' FINISHED _...---- NOTES TO THE OWNER a ___..__--• __...._._ _•_ UNFINISHED - '' BASEi'vtE1JT• :';_--- ''' FINISHED PERhFPA ; ,. -__— ----- ---_._..-------UT1LlTY -•-------_._-.____._ -'-•---• -•---.._..__.._- -......-•-•--•- - •' 6.9•MAINTENA14CE � - - ----�=- _._ _......_ - BAS-=KIErQ ;� `v _ 6.9.1 THE OWNER SHALL BE RESPONSIB.E FOR THE CONDITION OF A SPRINKLER SYSTEM " _- �$-° ---•-----•-;r;+ ;; ;• a'-0� ;{ AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION l � ''•`-....._..----•--• --!_�-- -------..__.r � �. . 6.9.2 SPRINKLER SYSTEMS SHALL 8E INSPECTED.TESTED.AND MAINTAMcD IN ACCORDANCE r FINISHED ,�,� ::• _._-_......._...-___-__._-._._____ _ ___...____.____._..__... ..__._......-�_..__.-_.._1 WiTH NFPA 25,STANDARD FOR THE INSPECTION,TESTING,AND MAINTENANCE OF + BASEMENT �j,T,CL x :It - --- - -�; D-t0 . �':-- a WATER-BASED FiRE PRO __..._ --- - - TECTION SYSTEMS. t ,.,. __._._. _..__._. •:c_-.:!t 's'� + �'�-'-- _i,`; -`�`_ _i '.� _l.l_� - - 60 �U A 6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM iS THAT OF THE I _ -t --- - - 1N•--- ;......t:•_{ ,tr t- RN r�t tG'-fi t tf4' tJf` t' - TAWF OWNER OR MANAGER,WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION I ---------.._.___........._-_.__ _..---• -._._..__._...-... -_ -•-•---••_....._._,_.__„_._....._._.._ ; •tt - 6- _-t -0 r J-� -' lD-_ -- -7-1 -- r--fW-TD-L"F�:. --'•-. _..._. - _ty� - i FOR FURTHER tNFORMATIOK.SEE NFPA 25 STANDARD FOR INSPECTION.TESTING AND MAJNTENANCE I. : `. ----- - OF WATER-BASED FiR PROTECTION -11C--- ----- ttC-.... __..._..__... ..-=•- -.._.._. 8-6 [ } i - Vie:/- -. �• i -�' -t- , E SYSTEMS - � � I t ADDITIONALLY i - - - -- -- - _---- '�. t•-• 1)YOU MUST MAINTAiN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO ➢t.�� _-_.,---- ��f•�k :I:- - :----•---- - _--_..-..- -...---' PREVENT THE WET SYSTEM FROM FREEZING _._..._. --- 21 YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY N I - --i'�------`: '-- -; i: - THE SYSTEM ---------- t r i o -.... _- - 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, '+ _ �8-6 ; - !-"""'-' _ .:;;�• "•'`-�T '�� i i - ........._._ - _ •, '905 THE SYSTEM WILL HAVE TO BE UPDATED -� - ---_ Ty\ o' t_ �. =:'.,✓•`: I" ----- �- ACCORDINGLY •- -'�' T x -- c ------ _.......__.. fi -' I y C,\�L� ��l ..__ ,y--_--___ .. _ /.�-.._ - ,.lilt W LK-Ifr t _ ;I � C 111 - I �'"�� I. :�• 2- 1 I• - - _ ...._......_.._..__.....__ - - ,:� ,r;i _ �1 t ! r� I -..._-__-ti 11 I ,{-•�='\ ....._.._ __ r �I. ::I a _t t ,1 J f _��_ �•� BAT}i` `•. ''�/I}�- t>< � a,c 1 r>r.o'6' t�- 1 �t•�• 1! �Ei�rTL>� �. wl rr r, - ....- - -..--r --� 2 I :-- � i� �60� �� :i�. '• •.;��-� 11,, I. '--•-•._.• .....t-' - L,�------- ,_� •� �---- PERM - — - - -- - _ ,--- —.. 1 If>011 7*8'S0E1ifD EtJT1�dit>y It ltaT CL"tfAp A otfFRYk*J1lPEC --- -._.. 1 x j rti : .� �s'o�•7 BATI t L 1 !. H wile 7 r cacao air za Da _ 1 _ ur 4--TAw:w 4 +E TfAOI RS?R IWrDIt an :.r•:.••.•_:..- >,_ _ 1 SJNFif�TSliE7?ANE_ i _..... rr ►r c Tt7c FD,t ----- ---- - - -- -- -- - q L BAT 1 t `:I I. ;i 1 t u' SIlDOI 16H{#t Pfa3SlRr rJ•1Cc E 1'lES7JTii1N 1Y1tE� _ c- tJ i L UTILITY,- e :�• I. '`mil _ :t IL'_'�• ', - I rt� ---- --•------ ..:•;;._ '-----,e..:--- _ _ [Z-D]ors'4° :�'i•8-6� t• ,,, --- ��CL __ I d SIBIL 7 5""" L t 2'i1Aa:M.'911KIpW DC1HF OM DucCIal ASYtfLT 1t9rp `:.i -� 1.1 -- S�6 ITZLY WIS IWU CGII10 A 1dFMK WEER 94tiCES ! ' ---•_--_-•-_•_ -- ! SATE APPR D J U L _ _ -- r LR'!W11 \`\ \ 607 I' -----_- _ .. _.- `i :::•- -- ----_--- r- UtiX9'D311�QtECr OfTECIe7 ASg1rFLY tlRH _ !' -_._...___-•-----..___C: .L�-�"----- sc;m ewlE�r tt*S TWtr c�r+t�a�A FIRM&lrai s>D m Cl C t• : L 2�Int`96DrtTW Mal Oi(x OWL" >.:t is SOW atrtEarlr fit~DO]CNIA A WEW T Ar'4 9T XS- \ JAI.'{F ' / �/•\ { �'�,,F, I .i -i � -C• BUILDINGINS OR, illage of Re 8e�My _ i><��E4� BRiEA2t;1GtVE THJ tDNi1W AYIEI�L TiSFF a- STAIR - ---- 1 -- �� W cut KM'24r moat otmo 2O[COrft IW%"Fn;t7rh ' � o ' iUN.-XCAVAT%� rive TYFE.j3 Si:D'.i al i'PF39R Me __I __ �res ecx s1 r-'a 1- - i - I, 1 E e as L_ t'< ,tC act sc,s, sc. (� r r UNEXCAVATED - v t --- -9r- r I:i•A UNEXCAVATEC �__. --'-- - / t.� I '�� :'I-•.� •$•�-•-:-:=-•-�.' --' --tit' -i-I' '� -clr UJI!0 o9F,T SiQFp _ QS�. ,_ �l I IV�ARX YCit'a-W SOMO RR I&I,%I%T•1►T M"f 8.,U fi ump wt., 1- -�' __._.__ ' �>J' tY 1Ct1dLIC 1CX'241"CWK LIM?0£CL1aR7l Rom-:YIYiO-°Y'Rt l _ a ` ---.__.. _ %CE?i£RVI Wvc WR KISSH Gka A I'",'p7�Y KVE 2'fIRE SMT!RAr'Tt RRU!W---I ---i �, UNFIN'ISI-ED' c i __ LIT • � i ITY t bi , L -' i UNEXCAVATED yt .-- -ui ttCTA,IFI t1GiEt[4' DRf 1>�:0Y fUAF{l 4vHrIt M I , I i I I _0NFINISHEv _-- 1 U11LITY- W;nA nce sirs,IIWEF r ark t I'T�!'DBAit tout Q — 1 Lj %�C� 1 !<ttlTrVt)IICaL'i25 xTt'4tF fL'REAUki VK4f TW x fA I P:iE[Ak'At<PfR 9IiCt t -'i �C r 1 _ I UNEXCAVATED _s..4- SL-11'ON t 4ti/lf�.YDlkl•:�'t:j�IJD4'!•�gKC11R.�iEQLFJ; ..... \� -.•___-___. _.J _._... __._.._...._ la. - * ! J �l .-.--. __._ _..._.---•----•-- .� ;FADE i i'tAi\tiCDEl 911�'r"'Jo,J3lE 0►SK DEFL'ICfi llSStkA!N1H _._._....._�_ _i+. --_ SCAtRP BJ110h1Y IOKVES?tAT CD:IT,�A rFFk'K'.TALWEF SAf�7HS ;,• •-- , BASEMENT FL OOP !_ _'' r _ � - - --' � '-----••-•--------- -- -- ---•----, � �'. L__ ------- - - i E• _.=---___----- ------- ,. -- ' ELEV.-L7'-G S `- UNEXCAVATED i t r, r, MW"A" ., rr y�� ---— - C/N/T Cl f FLOOf E��W"'T IONS ® T /K� - --- PASNENT TO FIRS;FLR._c'4' _ HA SEMEN T EL 0OR FIRE S/ RINKL E��/E�I Y® _. _..._....._ .� rr C �11 _ ^" - - 'A -_-- _ — _ SER DE TA FIRST F,.t.Ill SECO.0 FLR. i 0-2 Q ® q of tc N.T.S.— ----- - FIRE PROTECT®ON PLAN `'� ass jr SCALE.-114"c 1'-O" 1 All pipe locations are to be field measured prior to fabrication Whether or not indicated on the drawings.the foitowing items are to be provided: SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 ��SN ofrA:tc -•------ PROJECT:KINGa•lELD DEVELOPMENT 2.All dimensions shown are:end to end HfD.utixR'�B+BR��Dfar >t aEtA6iE rsu9u.uoTnteiCcwcEr a�!oEtrst�moue;trt�r,,c,� R_EVIStONS: OATS: ADDRESS:KINGFI INTERNATIONAL DRIVE Provisions for flushing connections and draining of a0 pipe - "'`-' CONTRALT g:ODOD 3.High temperature heads are to be field installed where tequ red. -Inspec:ors test co.'tnection shall be provided for each system C"v° EtEYATgBBE.CrfI"SEE1 GENERAL REVISIONS_ 716'17 CRY:RYE BROOK STATE:NY ZIP:t 0573 4.Ali pipes and hangers are to be installed per NFPA 13. -Hydraulic identification plates 8 NFPA i3 required signs t••7 tiEVAI{�IA9P:h`CSFEDFt t Q M&WErsSFatcrt rts� cp�rvJ�vEtcErT sRtatcEretr yo!Iit:S.+.g7m set:ttATtu "- GENERAL REVISIONS_ 7/ZEi17 CLIENT:TH£WARJAM GROUP PHONE:19141 761.73 (L, 5.Gridded wet systems shall provide a relief valve per NFPA 13 CrOs 20-0$ EtEVAraCc TOP OFSWL - - CONSTRUCTION:w000 i -- -- - 6.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners respons+biiity to provide adequate heat for all areas in the °�' t�l�tEK9'T >Ell_r:`9=FtFESiL'FE9D-M%K—''11314/t SMALL WPlr-,T%V."W-KV4 @11.-CCME.M IRAMi - - P _ LTD !FILE COPY for 2 hours,or at 50psi in excess of the maximum pressure. building protected by a wet type sprinklers stem aryl for all water filled supply -r=- r/RTEi.6D1�.TE7tiYiCd - ADDRESS:5 INTERNATIONAL DRIVE-SURE 114 when the maximum pressure to be maintained Is in excess of 150 si. and stem risers to d y PPY pipe.valves! _ —_ OCCUPANCY:NFPA 13D CITY:RYE BROOK STATE:NY ZiP:10573 P Y dry type systems. -�_i$' asEu� _ Q e?fAR_Ft t'rricc Hoti�tr;:�lMlWMUER I9NPI,a.u6§2x-DE1*E.M IRA14H 1 5 INDUSTRIAL PARK PLACE MIDDI.ETQWN CT 06457 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained or,all dry' system by an a "-'- - -- SYSTEM TYPE:WET t , �..� type y approved automatic air -��- wEn�asooxl+ riRF SPRINKLER CONTRACTOR CONTACT 500 gallons per NFPA 13• compressor or plant as DATE:03/27/2017 P:860-632.8053 f:860.632.8054 system specifically approved for and capable of automatically I PPERERN;0i — - _ - 8.NFPA 130 apply as required. maintaining the required air pressure. ¢ ) D'F Trs FFEGRDD00M. &8nNm__- -'- --- PORT CHESTER - DESIGNER:CHRIS JUDD PH ONE'(1360)399.502 WWW.MAC KFf RE.(;�M 0 CL let P9EYAPia1lDlltELS)rGTAsS- TOTAL Tills TOTAL THIS Jae: tsSNECT- """`" - AH,t:FIRE MARSHAL - E-MAIL:CHRiS@MACKFIRE.COM LICENSES: CT:F1-40291 MA;SC-120494 R::000347 KIN F1 i V PM N 21 JASMINE LANE = UNIT C I RYE B RO O K9 N YS wD.DECK OR '- BLUESTONE -• PAVER ^- --••----------i ,,-._� I i^ ''_._._..- _._.._... _..__--_may•1 I 1 �/ ? _-.._-_-_ --'��1_- '_,_._..-_ -......_.__ �� -�___��_- ` � ��\ -_.--_----_: ', �J i--------__._.__ •'��FF .DECK OR - �:I i r_'..__':'_- W.D.DECK 0�-- WD . _--._._`.----•i BLUESTONE BLUES ONE - �I i i�! j - y 7-•;S i I i,.:____ PAVER --....- i ------- ---- ! I=l :(i -�.•� r" A?_TC {,t i _7 1 ---i� �-" .rrrt�.r.....�.��. -------- �4( '1 't �.--__...........__ _...__�-•`•�.; & I +� DIMING j-=T_ ':' ROOM _t- �i � � � /• �I •, la q3*9 III m � � C` i i t ? b �o �i r.':..-_•._._------ �I} t-- - -%�,�\ __•--� ' I! LIVING i lr -- Tt 7li�r•�r��iii�r 9-c' j l 1 KITCHEN r -.1 I - 1 LIVINGROOM ��li: MASTER 'i E3j I 'i I y'a,tk U?RiQr AE 61gtEiiTBEDROOM ROOM•/ k 9N uPa%tE S:OCrd} Dl�a r BOOR pro l> -\ ✓ ------I' p -- _ 's 1 ` _...._ o ° I =•-----•i '' Iq�(G(n t -I•-----•- _ •. i 1 t 6_1K I__ i Imo!= � 1• ^I. i'..J�'_I.- UP FF�l17}Ec: ,, -� + I I: l i •ti ill: O !•• P t. _ i 10. so 1 i i i:".T�NE'`. I LIVING I ( _'�- ''`TZ --- /- --= - -_ i ROOMYv�, / Iv: �T,Ey •.:�+..` f'„"-_.-. +•icy` a•_�t ? i c'.• a i RRI•t?''t• �'' r-��'•, O.V 1 P o !, I: - L _ '' `� '" + L� 2'CONTROL VALVE A�lD Aa UNDI KGRO(f{�i) PING i '~ ` ✓ v� 1 47 ` - ,i rEtaaR 6 BY OThr�tS i,IACK FIRE PROTECi!OT4'S COkiRACT 1 G LIIC DESIGN �` ✓ --- =I ; ,,, _ - - II' L=-- -1^_ I E _ BEGINS AT 2•F! E HYDRA y: DINING i �� i _ C" / i �J A {':SERVICE WATER iJh-E LE INSIDE CALC ARL•A AT : g.s / CL ! "' _t i '� ^' j _ •+. '. T'B' -- 'i"---- �^_ k•-;-1Q')z1. - ---__I ' I,-"+• FGttiTF7.CJOR / il: ROOM J -- -�- -'k_r~ , (',a�t iP NTR� i = ' :1• i i - 1 --- i -` rr�E 6rSEt+FM. DINING ROOM / I�j 9'G'• _'-Y4:. _..._ G._.r. ,.J MER?I' �.1rf�If litY'1E i o �I` -a!•'I -t� t1 - I .9� I:.; --•••. i'-_ - ----.._....._._. i , i��_.; .Mi itij. / cis•"9 1 ;!,- '7 /t �ATli i: I j I rr DESIGN E ' k rtnr '=�� i ' �• - -, i HYDRAULICCRIT RIA ji ?- ''.V%�w '�i ;=^o; r--_L< 3c; .-. �� I. �§� .i`I i �,1,•� li DINING �` : {• ' + ,i I _'-- RI 1•t 9'-:• +: 1-: II FTC SEA R11ER UIE OW Density. os %; ;i 2-s `*�" j�;��' ' 1 5_ -iTr TR�t ':j _ L4 1D TIE .t ROOM _ith _�/ RO 101E�IM let� i / it •r t i r �. 9 -^_� SFCOID R�OR ----ii 9-0' /".� _ tot s-r• :: _' / BlST1fT,1 ;j _- -� �-, _ :; t oOIrt00,vt+G t3IR UMeEF sItIP1 rC facto: 4.VARIES !� _o_ �oIttaat /` �4.--, Rose Allowance ! I '-�` i I i i 'I WALKA ;__... -- ---T / ------- t i \ «%i /i (' V 1 c• Rt i `l.'•;� o'_O• I p_g,• l_� $EiMLE .R lAE!S i j 1 CI t>fl 11f.=C-1' -T-ta y ! r -- !' ri r CL i [ I wo aim Aamm�Lam This System is Designed t0 Discharge gQAD RJR�I\I = �\ / �~'' I•I+ 9 10• + o CL I, CL I' fktwC q(9. -- !i:: \, n _I i,,�- I + ,+ w / at a Rate of-,,os GPM per so ft � i_ :;+ 1. �J r- ( �'�--- -' � �_. 7• + : F?fC7CC B�t1 _ 0(FinO[Area Over c Remote Are*c of �/:.;'/!i//i::%,'!//////'1..,:.._............... ' I' r i^ j'�\ 'i'IP N i RY " �:• 'r.s'_ I _ t'^'i� ':I D-6K _ _ 2 Sprinklers wlen Supplied with Water r �t=-1� \ I i I �'�� `' � IS TP 11E et the Rate of 34.7'GPU at 42.2 PSI; ;;') i t 11 i j ram-•t j i I I 1: {aT if _s I t i M ROOM' r= 9•'c• 1 -AR i't 5-r-t'--i UD sEca�ncoT�� . .. - --•-----._--.._._..._..._I' _. t '_ __.._. \:I I I ' I ! i ':"l-9 �. i� '� !P TO flE - g'p' i I �\ U t vt the FP nsDu�Tt X t' { , - --------------------- --- : ., --� \; y- i�At>oxo*tool i� _ ! - _ 1 ` I _ -�i 1 `O-1a1 l t 9' r o! r I KITCHEN T; _I 1•.----- -•_�o o/ i �' 0 1 M_UDROOM i a 1• UP M TI;E /- j (� T a-TTkk U-t•Y. F I i:- ---'�--;:.: e...:.--ter--'•--- - [ :I 4 j r _ I-•: ' 9 O rLCAII1L .I � t�I j 2-�Y!_._._._`,----' �__..1'• 1.'S �-tir;, f `��i, I !SjtARI �T• fi S'..j!iC I 1W iKt Id•t.� ..---------�'- I rl;1 CL --- i i '• !'� t. I tW M AE � •v _ � SDxlo twos °_+ •I i i -, - _--:mot.=:.... ..._ ..i ' i41 III UP TO if 11.10 RIG 547ti1G� IF�- mr m 1 tZ:F.li"" o EMI r i'. "�r�s !.�'r-r i`---• siWA(9 T 4'-1' - ' FOYER;, 2'IWEti(R7ap ----� i i T- :! - �NR)RE iTA41EUT R1AI to r re;;S1iNICE>�LIE� •-- "!'�"' i ' -ir-- j FOYER i .-1 u<rlaot rf ram..__...r �_i�'is�TIE --- iJNIR0.1+w ini Twetr Stapl 3 -r=;: 'i ; _--i I y�,r i : rEtrr GARAGE 1:11,E Tip.tl M Ray SM-+(Br Oiim, ��'�r T''t0 i' / ` 9. IL1DQt6 w YE ow tiJo ft tp LAUNDRY I_._.__..__...__-.._...-•__-- --.._..._._.__.................__._I ' 1„_r ` • 4 1 77 in WAIL fNCLaw(Br O�I,ERS / CL. . _ GARAGE `} j + Ile ° GARAGE _ FO-o-R ,#------a c� j' i tZWZ u�FTE niU WEE LIE c� y�j .tea..l `' - -t i i r,�TEo nE s�s1ETn rtcoe(e+eRExsl _ - ,s r✓.�--r`BME TONE. f i DEN r AT°JRIOR!tdT1 FTRtATio4 IEL1 iN i�1LE lE1T(11[aR1 Yi$ ` _, ' _ ';�_L_-_ -_- _.-.' ✓`.�1� _ !i i I i ! O�• i r Crjj;;L t7fNfR/L7i)PS YCTE --- -�� -- TIE AWiA I!&ECTLY AUX ARC eUC*EAD ri rr � / I�I-- -----j�`i-r ----.__��--=--_--___..._.«_.--_-.---.._.:.... �.....:. SPn'WCf-F vfrC NO St�ilEi~hAo Yh7 9c 1 J r•-E+.kMilA[x 0'+t T;.14R'�AxwE?FPf '-_'-� -•• � ._-.!4.._.. - 7•�--.._...... '.-----• - R E Rill ! -"r__-Y _� r UNIT ii rr U�/� - ; PllOt1 TIA IWxTAT1 AV COtJdEDUiT 1 RA`Ll7�� _I �i' 1�� .i V!Y/� C2 >)OIAM UHSC 111A=rarA4 1A'P;F 9wo k-�/ "-__ i� ri AR Tilt FFf r,, �; 1 ; - -_ -- _ "�` �� ``�'`' 1Pt rx�true (e+u,EFs! �a�1c e �!/�/t" C1 ! I 2'4�d3,GIE A TTRE s eART,LAf UP--% ' ___••-- -- _.. it t CONTROL VALVE ANE All UNW—R-DUk,PIPDNc�1 ��• -—' _-: IS E'i MINE #LACY.FiRE PRGIUTION'�t PTRACT� BE=�Ii�S AT 2'FIR:SERVICE WATER UINE LIEF IN iDE aLer.•R?�+ar THE BASEMENT. � GTrS1A1 PQ4Zn tERP� FIRST FL OCR FiRE -fESAkNX iX."EUr FEW"9PiMETt _ _ f��'•.5., }y..f FiRE PRO TECT/CMPLAfd/ I�fS1/ZA TION DETAIL FOR A:LL S�""PYINKI.C�'E -- SCALE.'>.:Q••�IV" ---- ,�� , x \PROF E55�� IN OR ADJACE//�iT TO!��/HEA MD SF�4CE� SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION ,-•-- 1 AN pipe tocattons are to be field measured prior to fabrication whether or net indicated on the drawings,the following items are to be provided SYMBOL DESCRIPTION SYMBOL' _ DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN and installation by the sprinkler contractor. -Head Cabinet.spare heads and head wren&.per NFPA 13 - PROJECT:KINGF(ELD DEVELOPMENT TiYPPAIi�RFFF4Bt�Pgl •rJ rfflN�ffE RFCA9LCttESOEImAitx>GTAIFLPEtOfMSrAtvrlrr Y�T.x,3.�Yso-fx>T.91 sue:; REVISIONS, DATE: ADDRESS:INTERNATtCNAL DRIVE 2.All dimensions shown are:end to end -Provisions for flushing connections and draining of all pipe '•- ----•••--. 1 rV ti]` 3.High temperature heads are to be field installed where requ red. -Inspector's test connection shall be provided for each system Lam) FEEtkTCitifBthT 0?OFStEFl -- -- CQNTRncr:OD00 --GENERAL REVISIONS_ 7/6/17 CITY:RYE BROOK STATE:tvY ZIP:10573 4,AB pipes and hangers are to be installed per NFPA 13 -Hydraulic identification plates&NFPA 13 required signs t°-°J ELEYAIgNA90Krwe;�rtc a'• f�1t481E'GOUYxILr�Qa;ECarEJPFtOFNiEW,At1f;t Vr:cP-.l st.(;f2eeoEcaEE,sx.ttttla=, - GENERAL REVISIONS 7126=17 CLIENT:THE WARJAM GROUP PHONE:1914I 76 1 250 5.Gridded wet systems shall provide a relief valve per NFPA 13. L7L=:� I.NX LA- tTos xo oT;RE1'r,TMOFTX6VEII _ - CONSTRUCTION:WOOD - 6.A;I new is to be hydrostatically tested at not less than 200 It is the building owners responsibility !L�'1Gf�RrT , MI�METI t�Sl:'aSS�7=N_Ltipp EitTkSUE+tYlsar��a tTWT K:4i rsoEGr4E�,5M.arAMI ____.__.___- LTD. - - - r'RP�9 Y Y Ps g ponsibifity to provide adequate heat for aT:areas in he -_ ®^ ' ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 for 2 hours,or at 50psi in excess of the maximum pressure• building protected by a wet type sprinkler system and for a I water filled supply pipe,valves ""' i CG=TERGETtAa'E!IYAI,<R - OCCUPANCY:NFPA 13D - - -`"- CiTY:RYE BROOK STATE:NY ZIP:10573 1 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 N when the maximum pressure to be maintained Is In excess of 15 Y �'YP �' G1 RBIascE�tFTaxat>r�:REscer t?�zotuAL�Es"� IycLEF.=1rt�T.x rLH DE��s�i.:PAA35 _._._..___ -- -SYSTEM TYPE:WET P Opsi. and stem risers to d type systems. -t'-/-�- � -•--• P:86D•632-$053 F:86D•632.8D54 7.A quick opening device is required when dry system volume exceeds Air pressure shal:be maintained on all dry type systems by an approved automatic air "��'`i 11r'ET+ �A= DATE:03/27/2017 .....- 500 gallons r NFPA 13. compressor or plant air system S ' - FIRE SPRINKLER CONTRACTOR CONTACT 9 per p p y� pecificalll approved for and capable of automatically i�EIa�TaPP.e _ -_-_- _ _ 8 NFPA 13D a - -- pply as required. maintaining the required air pressure. (1 ]PIPE 6'RK,IIECCCpLDIGSbF=TTPn. -• '-_ __ _ PORT CH£STER DESIGNER:CHRt5 JUDO PHONE:18601 398.502 w�Iw.MACKFfR£.CD�►') - A01 P&S1.IA MiMUSIM-1A;r TDTALTM=3SmEET:• -_----- :TOTALTMsJm- AH�'FIRE MARSHAL -I"" E-MAIL:CHRISCMACKFIRE.COM LICENSES: CT:F1-40291 MA:SC-120494 R::000347 KIN I V PM NT 2 1 JASMINE LANE - UNIT C 1 RYE BROOK, NY. HYDRAULIC DESIGN CAI,C AREA 48 SLCONLA FL()C)R B[DROOM M: HYDRAULIC DESIGN CRITERIA' HN'DRALTLIC DESIGN CN_C AREA Ira 1 SPCOND FLC1OR Density .05 MASTER RFMROO.M Spociag VARIES r-- V=actor. _4 a HYDRAULIC DESIGN CRITERIA J Host dEiawonce---___ � .--- HYDRj\UI_.IC DESIGN Density .05 i Cr.LC.AREA at This Sy_=lern is Designed to Discharge I \ Spacing VARIES SECONDFLOOR a`.o Rate of 5 va1f Der so ft 1 MASIERBEUROOM -_k;�2U:)F�S.O�r ` K=o.tc- 4.9 t of Floor A-ea Over c Remote Area of _ Has-ARowance 2 I Sprinders carer SuDDIi--i with water HYDRAULIC DESIGN CRITERIA - - - T at the Rote of .22.2 G?M at 43_8'S1 - ------------- _ -�- E 'Iis Svsterr is Designed to Discto•ge ct the R 17RROWG:IIODE Y t c Zate of .05 GPV tter sa't Density .05 i I J, of cloor Area Dve•a Remote Area o` I Spa jng VARIES i i Sprinkie-s w^en Supplied with Water k-octor 4.4.4,9 i -r L _ of the Rate of 26.3 GPM at 36 3 o$I j - ' r- -_ ___..__.__....._.._ ---•---- !I tios�Allowance - ! -__-�` a!Lie'P Df3'14Z6E w 1 I This�vst° is! � � �_.....,.._._"., ..-. -,-. _�•:�UU=3cL7Y. Designed to Dls.vorge 1: �'� 'I I ' -----_--•- .- SAT ROOF a-1;tW � o'a RDt�ol OS GPM per sq ft 1; I( ` I i _--- ----- ---_-._.--____-.__... _-____-- --.-•--- -- / of 9=trey Over o Remote Area of st 11 - „ :"=•- -....._-----------_-..__- _ --yl.l / 2 p Sprrtkl�s w'le'1 Supplied ed with Water.I � ', the Rate of 28.1 GPM of 919.8 PSI wt , ,, ♦ �i •✓ L N:..r CIA: t_� _._.- ----_-' fi _i _. __1__ Ile t• 3:_OYr :.��.��Vti:\ _ �r:1'�l-t.^c.. I _ BEDROOM#2tj STAIR ,♦\ i MASTER ;l' --. • i;, BATH -- &^ '` MASTER i "71 ___ .; i t• O&LI, BEDROOM act Y�6 MASTER HYDRALZ,IC DESIG dr.=BEDROOMCALL ARLA rr SECavD FLOOR �1`9 HAL.LWA) i♦�/ \_ HYDRAULIC DESIGN CRITERIA j i r'iol V. e�� WALK-IN `. II< ti/ MASTER 1 J '. } ' ✓ v CL `. to ;; : n' BATH red- 4 Density 05 i i y !F ✓ ' cam' 50aciny VARIES_ i I�,: ( f t WALK-IN - -' fl(;t^^•- i I}, ^ r, 1; t t_up =Fga�fi I L I d/' �?- Hose A,otwence or a.9 I l: 1 t' �-/� t>< / CL =--_ + -*/ t• \"- j _. DEN this System:s Designed to Discharge ! _st , 1f-0 3-1 HALL r -I I r- HALL C�,Ot�� y'-D' I i; I ys t g i l __ L_ - 0 t h 'r i,-,3 �c�' i s�?• '1 , at a Rate o .05 G'M per sq It / -L t I,,r'_�1., �S 'I •i �n.IG•,.: I.i. of Floor Areo Over a Remote Area of / I' =----- = '�ZrM�+ " ' i♦�' I I 2 SpT'nklers wrier.Supplied with Water at the f2ate of 34.a GPM ct as_I PSI HALLWAY / �� i/ I i! o j;! ,�� 9��X2_ j� ; a:the rP DSC14 U NODE'S 1 � !; � � BATH J! �:;I ---J �� , � ;' � %/ 1 •.b'�a BEDROOM#2 --_-'- ! r. .. --- '• I 'l �� LAUNDRY �•\ ,� -•-e;•� - i i r t^up -ItE F>Kst�oo+i .. .,� tY /- LINEN,b iJ �Q i STAIR!-- A (( i --•'-- r,t --- :,• WALK-IN i -' \ BATH '4' -- i I CL U ,� g •'� 1 I � :% -; � �:' i� �.:! ��•�_� /iE _3 �`°1'?�l! y„� -z� '; -•-- �i I „� `� �t� ,j' -I•-_--S I-/1}1R_r^,_'__ _K�' �•,' , BATH 'I I i n~\, 1 ,r .o 1�iP:Jc)A `r) ; t F 1 I ,,ij�F;i ,._!•i , r �'''• t_;;_L : Y�A[K-IN �%'-_--�------ -�--�j, -•; --,�� r-•.;�, _ _ _r-----_-� _--�-Q---_4-.._ IlY-_CT=-•_ �� CL t__ - _ 41 j 9 {.f_• ;: rl -- r'�`c_-_ - -- ---._..._ .I I_- .:,_ hL4- ROOF • % � - iri 1i��t_--��\r r .' •olln ouu—_: ��—��Ifi �� _ .^ 111; I I� 'r—o�------'o o__"_�--—_—.—ti'' � _ _. ,, c!c�j1Y �ZC/-:v% 1l tr<j S' T! Cc i o ._•--•, tl� :Ir HALL i J -- / t• j :, I I I-CI /% WALK-IN I!= i; ; GL-',° i; ! ,•., `r„ r CL BATH LINEN m • ! % ?{I�i i':i I LAUNDRY _ ` a II 1 :t It LINE Z. Al BEDROOM 92 BEDROOM 43 I _ 19, BEDROOM 43 ,,- _ •• `;sr.---�r i ' BEDROOM 43 J� ,�: '- _ _• _ i 1t .,III' ' '_ I L._._��=.=:� --- I (11 •___ _v:'_--_,• _��-'i___•_ _.. _ , _f,= l-- I -_ -.••-_-�J I L... _.-� j j I, I - _irrvr"•"'.. `L -- 1 _._____ } -_. 1 ___-.__.____._._..... S --.I - CCC::: •r --.-..__.._.__-lam• NOT I! 1&9DEWALL SANK_ERS�T.[SECON[:FLOOR S-Ali BE LMME)A'Q-7'@ELO'A TrlE CF.iLiNG '��--f UNIT"C2'" UNIT A ------ —--- SECOND Fl.®®N FIRE F®NAE PRO TLECT®ON P,LAIAff V SCALE.•114 7` - F_ r C Qc � ,-,,,f,'G• �r��y',�`'�' n w' A'90RESS-c�i• SYMBOL LEGEND SPRINKLER HEAD LEGEND 1, pipe locations are to he field measured prior to fabrication Whether or not indicated on the drawings,the following items are to be provided: DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN JOB INFORMATION - sYetaDL DESCRIPTION srMeaL DESCRIPTION PROJECT:KINGFfELD DEVELOPMENT �Yt and installation by the sprinkler contractor. Head Cabinet,spare heads and head wrench per NFPA t3 , tYOR,rLr F9=4DI1;NMI` >n1+�IF ra It a Iulca x�>1>xr artut c!+ar,x�.e.#I�orlE,yrcirut�i--- 2.All dimensions shown are end to end -Provisions for flushing connections and draining of all pips -- _____..._ REVISIONS: _ _ 1 DATE: ADDRESS:INTERNATIONAL DRIVE 3.High temperature heads are to be field installed where required. -Inspector's test connection shall be provided for each system CN�J nEYAlIQNBQOW r?OFSTF_ CDNTRACTs:OOOD GENERAL REVISIONS - 7l6i17 CITY:RYE BROOK STATE:NY ZtP:10573 /�� <1 4.All r��7 _'`IAIKI7.46G1Et5ME7F1CGR Q 1,1Et rESE�3`6'?X?:�F�9DSFt171IJliDIxkDEIRSRi:Rf�.1^pFT.K36,�DEGREE.St:tP131$ pipes and hangers are to be installed per NFPA 1s. -Hydraulic identification plates 8 NFPA 13 required signs -•-- ---•--•-- GENERAL REVISIONS 7,25/17 CLIENT:THE WARJAM GROUP PHONE 19141 761 250 5.Gridded wet systems shall provide a relief valve per NFPA 13. tms >9-0; FFIA11CNCF WOFSTcH CONSTRUCTION:WOOD --- LTD. - - - O 8.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas in the �' �I:NGFEi t� _ I rE1ASE F:PE=C'�s't+- T�:StFual�FrmwlEF trl t,r.�.t,�,t;DEC�EE SA cEu _ ADDRESS:S INTERNATIONAL DRIVE SUITE 1 14 for 2 hours,or at 50 si in excess of the maximum pressure. building -f- tbUF�rF7cGeswFDw, _ -'" p p g protected by a Wei type sprinkler system and for all water filled supply pipe.valves _ _ ___ OCCUPANCY:NFPA 130 -------- --}-- CITY:RYE BROOK STATE:NY ZIP:10573 when the maximum pressure to be maintained is In excess of 150psi. and system risers to dry type systems -�=tom �RSEIP _ C•t �EtN8tET7 cYrtir9Fst7t+Gr rtxSDEWIts P E�I>a;.x NxcD'eGFES.sYr r<RAt - - _ 15 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT 06457 7.A quick opening device is required when d system volume exceeds Air pressure shall be maintained on all d t -- ----- SYSTEM TYPE:WET dry Pr dry pro wider a by an approved automatic air -�J'�'v" PFElllta ' _- __ DATE:03127%2017 ----- FIRE SPRINKLER CONTRACTOR CONTACT P:860-632-8053 F:860-632.8054 500 gallons per NFPA t3. compressor or plant air system specifically approved for and capable of automatically t*a�2�stvlP� ~-- DESIGNER:CHRIS JUDO PHONE:f8601 3913.502 WtINW.MAC KFE RE.Ct]M CL 8.NFPA 13D apply as required. maintaining the required air pressure. 0 -3 t>fEflooYt MF.Q sd`tTnNGS '- AHD.PORT CHESTER ____ r�.,'#01 PPEMNA10,NLISTMIAM TatA�THissxeer• TOT,IL THIS JOe: FIRE MARSHAL E-MAIL;CHRISCQMACKFIRE.COM LICENSES: CT:r=I-40291 MA:SC-120494 RI:000347 FIELDWORK COMPLETED: November 15, 2021 Underground structures, if any exist, are not shown hereon, except as noted. The location of FILED MAP gLSMEMM- underground improvements or encroachments are not always known and often must be estimated. Subdivision Mop of "Kingfield" F.M. No. 29210 If underground improvements, easements, or Red August 30, 2018 encroachments exist and are neither visible during normal field survey operations nor described in Subject Lot:83 instruments provided to this surveyor, they may Known as 21 Jasmine Lane not be shown on this map and are not certified. Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.65 This property may be affected by instruments which have not been provided to this surveyor. Users of this map should verify title with their attorney or a qualified title examiner. Legend Only copies from the original of this survey AC— Air Conditioning Unit marked with the surveyor's embossed seal are ©— Sewer Cleanout genuine, true and correct copies of the surveyor's CRW— Concrete Retaining Wall 82 original work and opinion. A copy of this ® — Curb Stop Water Service o document without a proper application of the ®— Electric Box Open N5704'42"E ? I �• surveyor's embossed seal should be assumed to 0— Electric Manhole Porch o . 04 — Gas Valve ° WA00f 85.00' I be an unauthorized copy. 0— Ligh t Pole C.44ft rn — Telecommunication Box Z Party Wal/ `t ,n ®— Transformer Pad �''� O1.00 O— Water Valve co � .� � o l o � Z 01 °D� Frame Building -' °° Area 3,698 S . Ft. b . �, � 3 4 q � � N � �V r 0 3 v cn .00 O � Cb CD To date, no Title Report or Abstract of Title has r' c 41 �' IE 7 been provided. This survey is subject to a �, 0 -� Q o current, up to date Title Report. , .� O 4, O Open CRW UZ NOV 2 2 2021Pro ert corner monuments were o 1 C0 Porch Utility w Fence Property not placed as w Roof Shed part of this survey. -4. VILLAGE LAGE OF RYE BROOK S59'04'42"W CRW Open 85.00' This map may not be used in connection with a Porch �. BUILDING DEPARTMENT Roo "Survey"Survey Affidavit" or similar document, statement or mechanism to obtain title insurance for any Frame BuildingAs�Bufft Survey subsequent or future grantees. 21 JasmineLane Unauthorized alteration or addition to o survey map bearing a Licensed Land Surveyor's seal is a violation of Section 7209 sub—division 2 of Unit 83 85 the New York State Education Low. Prepared for According to NYSAPLS policy adopted January 23, Sun Homes, 1993, the alteration of survey maps by anyone other than the original preparer is misleading, stmte h &W confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter survey mops, servey mo s plans, or To wn of Rye survey plats prepared by others. Westchester CountyNe w York N q5 E l ENGINEER/NG, SURVEYING & GRAPHIC SCALE s�� - 20� oOte.• AbVWW#MLRW 17p 2021 ..._. LANDSCAPE ARCHITECTURE, P.C. , of 20 40 3 Garre t t Place • Carmel, New York 10512 JEFFREY B. DeROSA, LS Phone (845) 225-9690 • Fax (845) 225-9717 1 A11)-B(1 11 1 t LT New York State License No. 050749 www.Insite--eng.com DOCUMENT Q 2021 In si to Engineering, Surveying 8c Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 Z 200 1 inch =- 20 ft. Lot Maps/Lot 83.d wg