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Home My WebLink AboutBP20-233PERMIT # AQ2?0T7 DATE: EXP: II 5 oo SECTION �Qo c;?5 BLOCK LOT / TYPE OF WORK ' W� / /s`�'6e/i JOB LOCATION OWNER 0 .$' L� r%a5Z)o CONTRACTOR C P&02fi1P-rs cq EST. COST U 5 FEE 0 V0 # 4 FEE/020�Pb DATE / TCO # FEE DATE INSPECTION RECORD \D TrE FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING _. RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT C7 ALARM AS BUILT FINAL FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT OTHER APPROVALS ARB BOT PS ZBA OTHER VL aES a0a a AS-BUILTrFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION r THIS BU1LDiN0 MUST �� POSI Eb WITH A PERMANENT CONSTRunaN TYPE IDENTIFICATION SIGN; V PRtORTOTHE ISSUANCE OFA C/00 AS REQL'IP,ED BY NY STATE LAVI, VILLAGE OF 0-YE BROOK WESTCHESTER COUNTY, NEW YORK No: 22-108 (fertificete of ®rrupaurp This is to certify that se,, A/c '&-6 J k Pat2hop of, R) c 8tic--)o K., NY having duly filed an application on ��U a Q5 20 c�?� requesting a Certificate of Occupancy for the premises known as, 15 'Ja S m i n ie, Lane , Rye Brook,NY, located in a b Zoning District and shown on the most current Tax Map as Section: 5 Block: / Lot: 1, 5 Q , and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. 3, issued 1115 20 024) , such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following New York State Classifications,,�Use: 9-,5 / ,0,0C-- Fa- 1271Al Construction: for the following purposes: A gocj-)ed O'Ll2le ��/'Jv 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 sh Il be made,nor shall the building be moved from one location to another until a permit to accomplish such change has be o ne a Building Inspector. Building Inspector,Village of Rye Brook: Date: AUG 12022 41 04 t6 t;; y I t.l . tj V' �. � O JJ/�a1 9 40* am&wwaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE August 1,2022 SC Rye Brook Partners I.LC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 15 Jasmine Lane, Rye Brook,New York 10573 Parcel ID##: 129.25-1-1.59 This document certifies that the work done under Mechanical Permit #22-015 issued on 2/1/2022 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, 0� r Michael J. Izzo Building&Fire Inspector /to �yE i�w.K+rri J 401fi anniumaW VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING & FIRE INSPECTOR Susan R. Epstein Michael]. Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE August 1,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West fled Oak Lane Suite 325 White Plains,New York 10604 Re: 15 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.59 Mechanical Permit#20-168 issued on 11/5/2020 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 /to oo v r � � '��"�`; For office use only: BUILDING,-�EP�tT\MENT PERMIT# O-' JUL 2 5 2022 f VILL'A'`E OF RYE 0 OK ISSUED: //—.S c-)O I 38 KtNG STRE YE BROOK,�W YORK 10573 DATE:2 , Q,) VILLAGE OF RYE BROOK -c� BUILDING DEPARTMENT �, 9 -06 R FEE: (/J IO- PAID Id `;;�( � ter 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 ststastttstrsttrssstsatrssassetssrarrrsssstrssrasrssrrassrstssrsrsssssssrsssrrrsaarsttsss►♦trsrrsstrrstts•►►rsrassrsrsssssss• Address: I$ 'JpSMl k. 1,P0Jk. 12Nk JWCe- NJ 10673 kLt►1►T t� Occupancy/Use: Parcel ID#: I Z 4l- 25 - 1 -1.S`1 Zone: k D Owner: SC IM 62 PW_1_1�k9S L�C Addr � ess: 4- Wk&-T 0DtAe_ tN 91-k 32S IAJKQ VLAIf6 P.E./R.A.or Contractor: S t--1 99 preV�(,pPjyl<Lr-�T Ad/otTess: 4 W 326 bugrM PiAcit-Kq Person in responsible charge: KJ I UA KAq /L I k K.t, A __eiVUkj4fMpKV- jr1k3 1R 'PL*6"Ir-> Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: W I I,1,I FO (L I1LW I. being duly swom,deposes and says that he/she resides at 547 waA kmotK �D (Prim Name w Applicano / (No.and Street) in Swm 61 1) ,in the County of �aIIZ-1'/ >� in the State of G 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 V14 4SS.tea for the construction or alteration of: ATW ko S(h1AlLk of I Of 1JWuLL1 fJ{� IN �1 rJKv�u� Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A,of the/Code of the Village of Rye Brook. Sworn to before me this _`.- rd Sworn to before me this s'� t-a_ day of , 20.2 day IV61V 20,).,1--- Signature of Property Owner Signature of Applicant LU Xv%.,Ar N--k t t-4t-t(5_SS' 6v l u'lam PL)r=q z— Print Name of Property Owner Print Name of Applicant / 1 Notary Public Notary Public Ckillfal Ik of?bw York A N"y! ft* Noll�ry�80Me Of Near York . 12 2021 Na 01906166M No.OIW$16&W Quaw in Westchester County QUOM i4 wlalcbe W County Commission Expires May 21,IM 2 COWWWo'Q Expim May 21,01W ,20;13 7 �� '9a2 � BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.orQ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - - - - - - - ADDRESS : , l� S�\ (l Q-- �G DATE: PERMIT# —��ISSUED: .ZpZ SECT: LOCK• JL OT• ram, LOCATION: �. r�1 �wr"OCCUPANCY: V ❑ VIOLATION NOTED THE WORK IS... I ACCEP D ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION SFr REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION / ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ,CROSS CONNECTION Z❑ FINAL OTHER O� Zm BUILDING DEPARTMENT ❑B�UILDING INSPECTOR QASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - ---- - - - - - - ADDRESS : t� t LGn�° DATE: �I 2-022- PERMIT# '►1 '20_0 ISSUED: ( ��C$ECT: ! / ' 2 LOCK: 1 LOT" /r � LOCATION: y OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... [] 'ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING f lA NOTES ON INSPECTION: ❑-~ROUGH PLUMBING h0 ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER aRc�,�. BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK LJ CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org -- -- ---- - -- - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: it LOCATION: n 1 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER * o N v — x� ccz v * * M 0�0 * Q" # cz cd F-� o o o �, a Wravo ~ co Q. a a W A W zWW � * A �•. c7 w � oos M * O * co * * * C13 aj Qj Qj * ono p U * o U * v E� u QyE BRnuk 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR El ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - -- - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - \ 5 --�r M; N� 1,-A`-' -- ADDRESS :— DATE. PERMIT# ISSUED: LSECT: BLOCK: LOT: LOCATION: A— ` OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED Cl REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION po'NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK FIRE SPRINKLER 4 ' ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER Q�E BR(��. w � BUILDING DEPARTMENT OBUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE. BROOK, NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - --- --- - - - - INSPECTION REPORT - - - - - - - - - -- - ----- - - - ADDRESS: ( � I ' `.�Q 1/� 1 N F= DATE: C PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: �� 4�z A. 1 l��O �`-' 1 G�L�II�1 OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS r J� '--� 1 S�L'�C) 0 i ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING - ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E DRC��, 9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 1, SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX(914)939-5801 WWw ryebrook.org I -- -- - -- ---- - - - -- - -- - INSPECTION REPORT --- --- - - - - -- - - - ---- - ADDRESS:- { L-C� DATE' ,7 2-072/ PERMIT# - ISSUED; I I d2&CT: LsA BLOCK: LOT: /I CS6 LOCATION: \. OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS... ;KAcCEPTED ❑ REJECTED/,REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION {� c ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FrN�I. - PA HER QyE BRC�k, O� Zm w � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: G7 �` 1 V L S�V-� DATE: 1 2 Q�/ PERMIT# '"�' " ISSUED: ( �1 SECT: LOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING OTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OAR i E BRC�k Y 9a2 BUILDING DEPAR.TM_ ENT ❑BUILDING INSPECTOR /'LsxsTANT BUILDING INSPECTOR VILLAGE OFRYEBROOK CODE ENFORCEMENT OFFICER 938 KING STREET.-RYE BROOK,NY 10573 (914)939-0668 FAx(914) 939-5801 www.ryebrook.org - - - - - - - - - -- - - - T INSPECTION REPORT -- - - - - - - - - - - - - - -- - -- ADDRESS.:- DATE_: wiw (t ,. ! f PERMIT# ISSUED: ��.. G��F� SECT•!J 25- 72T BLOCK: LOT: LOCATION: ) 1 1"s OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... i ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.Gas ❑ FUEL TANK ❑ FIRE SPRINKLER \ �C "` 6 r-a o --P—lf ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL pjOTHER I BR(��, ti 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR [a- SISTANT 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: ' c \!\\ ✓�C i�� DATE• "� 2v�1 Z 0� `� T PERMIT# ISSUED SECT: ��. BLOCK: ' , LOT: ) . LOCATION: /Cl l OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... D ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION � � C ❑ NATURAL GAS \ s�V ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL d OTHER '• 7982� BUILDING DEPARTMENT ❑BUILDING INSPECTOR �Gr TASSISTANT 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: ✓ �-�+�CT N� DATE: PERMIT# �� / ISSUED: t l� SECT: BLOCK: l LOT: i LOCATION: V OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS p L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BRC�,�. w � • 1982 BUILDING DEPARTMENT F ILDINGINSPECTOR SISTANT BUILDING INSPECTOR VILLAGE OFRYEBROOK 938 KING STREET • RYE BROOK NY 10573 DE ENFORCEMENT OFFICER � (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: _ \ � ^� 1 N \ �G` \ DATE: �Z C5 PERMIT "" - ISSUED: ( �l INECT: 1 2 Y BLOCK: LOT: LOCATION: / �C�Q - �'�� OCCUPANCY: C- � 6 ❑ VIOLATION NOTED THE WORK IS.X-- AcCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL []f OTHER OR O Zm BUILDING DEPARTMENT BUILDING INSPECTOR Al *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 j yebrook.org _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ INSPECTION REPORT - - - - - -- - --- - - - -- - -- - ADDRESS : t� 1 NQ, Lr\ .DATE: 20 PERMIT##_ 1-7 � ISSUED: l_ ! 1e7 �ECT: t �$IOCK:' f LOT: �� S LOCATION: _ `*9'" U OCCUPANCY: to ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION •a-OUNDERGROUND PLUMBING u( NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER S BR �'• �9a2 �' 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 aebrook.org ---- - --- - --- - - - - - --- INSPECTION REPORT - - - - - - - - ------ - -- -- - ADDRESS;_ 1� J ` `�_ � 4P DATE: 5 PERMIT# 52� ISSUED: `+ SECT: F� BLOCK: � LOT: .. 7 LOCATION: 70 �� < 1 Y�+1 OCCUPANCY: Z( ) ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING dEr FOOTING DRAINAGE []-'FOUNDATION ! L �Q �Utj � UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS e�--b p L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER � E DR(v�. O Zm v BUILDING DEPARTMENT ❑BUILDING INSPECTOR ,ram❑4(SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /IJ CODE ENFORCEMENT OFFICER 938 KING STREET•RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - -- - - - - - --- - - INSPECTION-REPORT - - - - - - - - =- . --- ---- -- ADDRESS: 1 - e uC-`c DATE: PERMIT# ISSUED: t' ECT: �'�� BLOCK: I LOT: lL LOCATION: ��-� 1 �� V��"1 OCCUPANCY: ❑ VIOLATION NOTED THE WORK 0... , �` ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION 7 REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE Q/FOUNDATION k-y-�-k k r❑ 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 DR�k �U '9a2 B ❑BUILDING INSPECTOR BUILDING DEPARTMENT • 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 13 1 �`-'�v t I �,� �"� l^-=' DATE: l C _ C_� PERMIT# _ ISSUED: �1�J CT: t ?S BLOCK: LOT: LOCATION: P`�� l V OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ ' REJECTED/REINSPECTION ❑��S,ITE INSPECTION REQUIRED TOOTING ❑ 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 y ❑ OTHER In W"1 N � N O O �O P4 = ° F 2i 3 z Q O z `� F- iil W �• O � �j � V O � e. G C F •-� w � it O � < 96 OT h F= oo w v � z V f7 e � W Z pe o W .a z OEM 00 k c F s < ►� w 4 GL w N Z = F` Q a 3 d oc N ° g °, � Q .0 r4 R,n� D IE C IE `/ E BUILDING DEPARTMENT VILLAGE OF RYE BROOK MAY 1 1 2021 ID 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 FAX(914)939-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT v,wNN xvebr� oo_ k.org --_ ------— ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY 131'#: 20-233 EP#: MAY 1 2021 r- \ �- \ Approval Date: Permit Fee: S '0�— P L Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,05-07-21 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. I.Address:_15 Jasmine Lane SBL: 129.25-1-1.59 Zone: PLA I 2.Property owner: SC Rye Brook Partners,LLC Address:SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.eom Company Name.. Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line volt ae STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: ,Denis M Fortino I being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Flectrieal contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this AatureofA2ppli ore this day of ,20 2 Signature of Property Owner Si ant Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 Westche'ster Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 43 DO NOT WRITE HERE-FOR OFFICE USE ONLY North Lawn Avenue \ Fax: 914-347-3596 � Elmsford, NY 10523 lip 87ING PERMIT NO. TEMP N DATE y CITYVILLlvE / 0 TOWNSHIP OO STREET RAND, ✓ � ��/i ' A�� POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? S CT7 L OCCUPANT'S NAME BUILDING OCCUPANCY / A�P ' ` •/ Co OWNER'S NAME D ' HOME TELEPHONE NUMBER CURRENT SUPP ED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT I U) . U 1"FL. 2'FL. 3-FL. VILLA 3E OF RYE BR OK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: I'�`J� 2 /U1#20 THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPUCANT 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 APPUCATION. I SIZE OF SERVICE FEEDERS j W CHARACTER OF WORK NEW❑ ADDITIONAL E) EXPOSED❑ CONCEALED O MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND❑ L—Ld I I I I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APP TION MAY RETURNED. E OF COMPANY SIGNAT� OF P``T C�JT �f OF APPLICATION /"�/ ADQRESS ✓ TELEPHONE NO. D ✓ / �s DFFICIE NI ZJqM- I I ICIENSE ND.WHEN APPLICABLE `/ IF WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC. 3881 Danbury Road NY, Brewster 10509 Located at: 15 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1034584 Section: Block: Lot: BDC: Permit#:EP:21-115-BP:20-233 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: 15 Jasmine Lane Rye Brook,NY 10573 0 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 05/16/22 Name Type Quantity Receptacle Convenience ------- 49 Switch Single Pole ------- 38 Fixture-Luminaire Incandescent ------- 13 Fixture-Luminaire Undercabinet ------- 2 Fixture-Luminaire Recessed ------- 36 Cook Top ------- 1 Dishwasher ------- 1 Exhaust Fan ------- 4 Clothes Dryer ------- 1 Furnace Gas or Oil ------- 2 Electric Room Heaters ------- 1 Dimmers Led ------- 13 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. ��jG A This certificate is valid for work performed before date of inspection only. WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC. 3881 Danbury Road NY, Brewster 10509 Located at: 15 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1034584 Section: Block: Lot: BDC: Permit#:EP:21-115-BP:20-233 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: 15 Jasmine Lane Rye Brook,NY 10573 0 Basement 5 1st Floor �2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the Installation,as set forth below,was found to be in compliance therewith on 05/16/22 Name Type Quantity Water Heater ------- 1 Cablerun Phone Lines ------- 2 A/C Condenser ------- 1 Sump Pump ------- 1 Panel 225 amps 1 Receptacle GFCI ------- 11 Smoke Detector ------- 3 Carbon Monoxide Detector ------- 4 Microwave ------- 1 Refrigerator ------- 1 Disposal 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. _ a k O i i JJ 1 ~ N w N O = cliO N s W ` � 47 to tn vt z > [•••I 3 (� ^ Q o m M 00 z 04 CA CC M o c� M•••I CL � `_ C ` • � a � 3 � C/1 Q � � � w � � r a A C W x W w .� OG U ° OC7wo �i v3 ova oZ W0.0 9z } 5 � c 0 w Q Q C i 02 w p v, z z Q .. o w w o f � r y� Rau Bum ,. G`EAR .MENT D CEMED VILL, r E OF Y 'B:RIOOK JUN - 7 2021 938 KING� T �,RyE NY 10573 (914)93A.10 '68- ` 7 ' 939-5801 VILLAGE OF RYE BROOK \�/ e / BUILDING DEPARTMENT www&% eb�oo .org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: a D r 623-5 PP O Q'-- Approval Date: JUN - $ 2021 Permit Fee: $ -7 7C Pc Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, 7 ;?0a/ is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with a I applicable Federal,State,County and Local Codes. 1.Address: 6 6- wyy\t l C f f- SS .UYNA SBL: /acl.a5- 1— l. 5G Zone: RU D 2.Proposed Work: J1V"jM Qnr lyw Sjm V 1 iiyyM JwekktYL�t 3.Property Owner: 1(.. Qp(3 ejrS LlC Address:Wf}Jrk'( AV- ;Y1 O Cc*3 06 Phone#: a ILJ-1b - 600 Cell#: j q-a r.�- bob 6 email: �Nnn!IOU1.C�yh 4.Master Plumber:-? Address: Lic.#: quo Phone#: Cell#: email:�fl�p�l(��j><0.SIll�DIUY�b�Y�R C'OWl Company Name: Q fbW1&" QlJmb M,�tnAj'na -000 ddress: JDIq i,+ \-3ffi SN E� Amxfot�l'j '0q60 INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement I Ist Floor 2nd Floor 31 Floor 41 Floor 51 Floor Exterior n 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) C" -1- 3/21/19 STATE OF NEW YtO�Rle,COUNTY OF WESTCHESTER ) as: being duly swom,deposes and states that he/she is the applicant above named, (print name oFindividual signing as the a pliant) and further states thatt,(s)he is the legal owner of the property to which this application pertains,or that(s)he is the C�1AA C 19t y for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 3 Sworn to beffo}re me this � � k 5_* day of L C ,20 a O day of ) J __1y ,20�-Q 1�k� I Signatu f erty Owner Signatur of li t Print Name of Property Owner Print Name of Applicant bb Notary Public A Notary Pu FuWu;,S1111411C of New+York N0.011006166307 Qr in W"dWW County C,omeaias w Faclaires May 21, This application must be properly completed in its entirety and must inClu(le the the legal owner(s) of the subject property, and the applicant of record in the spaces provide([. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBA.GLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB6378708 Qualified In Orange County MY Commission Expires 07-30-2022 -2- 3/21/19 GO w Ao- rl N 19 w .2 a = s 0 O �"� c� cA . � � 0 � 3 ; � 3 ° ",� Ica F■ tn oe1. a 00 rscoo 3zyv w0 v e a � vz 4j 0 a. z � 3 C �•," Gzl C6 a en 7 F- W Q z } _ �' Te E. y N H rl QG Un V Z e = w a s 4 Qw a�i a�i 75 BUILUIING 6 ARTMENT VIL��,' ` `E OF RY OK SEP - 9 2020 938 KING ET RYE BI�NV 10573 (914)9 X!9039-5801 VILLAGE OF RYE BROOK hw*. BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: ) /�2 `' /_ n Approval DatX0V BP#: �(Q Q p�%53 MP#: �v 16 Application Fee:$ ^^�� Approval Signature: Permit Fees:$ r;?0) —Pb Disapproved: Other: Application dated: 'S-317-f is hereby made to the Building Inspector ofthe Village of Rye Brook NY fir the issuance:ofa Pennit to install a Fire Suppression System as per detailed statement described below. I. Job Address: I� - :,.:�� „„� `3mc) Parcel I.D.: 1 ack.-a4-1- 1 .;29 Zone: - - 2. Proposed System(Describe system in detail including suppression agent): ISID n•Lx, k1e.r - u, 5fy m +hrn x u+ --- 3. Number&'Types of Fire Sprinkler Ileads: ?}� 4. N.Y State Construction Classification: 5B _N.Y.State Use Classification: 5. Cost of Installation:$ 13,1Y40 (Cost shall include all labor.materials.fixed equipment.professional lees.and materials and labor which may be donated gratis.) 6. Property Owner:. '��i�lr- t>r001L Pert r,es:.a Address:9 4A-cc=t Phone# 56aC., Cell# _ _ _ email: Applicant:M��\ _ �.� V-t plc-c-,"o -------.---Address: �5 11 P1vme M�aa►E� �T- Phone#_(BGC r-_—, 53 Cell# ffl--7 1 email: r_ Architect/Engineer: �• w , ��\1��iar� Er`c�j r ester Address: 5Dq Main%tree_- gs��e._�Q�L',��MA '� oataq-tto� Phone# Cell# -- -.__-- ---- email: rc_,%u\\oy4r. . L_om General Contractor: - �Q ��elornr�s wr4-�o•�, n ddless: J m�-r..nf,o1 A„er,uc i�a,.�l �10 1a56�+ Phone# (B45) R 5-9468 Cell# email: f 2.8.f 6 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. STA'I'E OF NF.W YORK,COUNTY OF WESTCIIESTER ► as: being duly sworn,deposes and states that he/she is the applicant above named, (print Maine ot'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 &&,V_ T,, for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conf'onnance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention & Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to belbre me this Sworn to befirre me this 4 day of , 20 day of 20 r4- Signature of Property Owner Signatt—ir'cot'Applicant Print Narne of Property Owner Print Name of Applicant Notary Public Notary I ublic - fvl 11C F AEL S I LVA A f lINYPUBLIC W COMMISSION EXPIRES OCT.31,2022 I'H Ia 1 i S '^ t I w s rI �• N N N W � a � w J v " 0.4 It 3 v ° L w �' J � W E P. _ E- p x s Pis Ca • ♦ � �^y VJ/ Fq � � �l 6J 4"i � y tn 00 tYi W c ado F v O O E" 00 C� U W °� 'z 7 " � o � -1 ^ z U O W U O "V� �00.. Omni vZ " `o 0 (W Z ~ erg U cW7 v� E v Z V AcnOC c o Wz 00 CIN c = � v a ` F i W F Q U u C F V � O N �'i 'n Utz C? i r O W � FMBI � � u � •. v � vw 5-1 � � w " CA E- c z 2 ai V) rwr ut P- � , a cn � " •9 0 � -v H w A w Q � . 1 BUILDI F6 RTMENT �Vn ` VILLA,4E OF RYiSROOKiD 938 KING ,x. E'r RYE BOON,NY 10573 1 2022 i VILLAGE. ( i `rc BROOK APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PF,RMIT#: Approval Date: FEB — 1 2V Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) REQUIREMENTS FOR RELEASE OF PERMIT&CERTIFICATE OF COMPLIANCE: 1. Properly completed& Signed Application. 2. Site/Staging Plan if Required by the Building Inspector. 3. Copy of Licensed Contractor's Liability Insurance. (Village of Rye Brook must be listed as certificate holder)&Workers Compensation Insurance on a NYS Board form (Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment ofFees/Unit: RESIDENTIAL= $100.00/unit• COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation. (48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit& Plumbing Inspection. Application dated, o7�/�c�c�- is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. 1. Address: 15 1�t S m t�✓ e �A 1n[ SBL: Zone: ( L 2. Property Owner: C r R f p 6 k Address: Phone#: Cell#: email: 3. Contractor: OP f+✓ Address:.b 5,A X 3 01 0, to AJ Y I J�g 7 Phone#: b 3'd,) ( 7 00 Cell#: email: {v a d r 1 v® ��J c l R e•tb d'1 4. Applicant: 416(` Address: Phone#: Cell#: email: 5. Scope of Work:New Installation*Replacement( )•Removal( )•Other( ): 6. List Equipment: 6 c) ('u r✓1 c le 7. Location of Equipment: Q JC rv�,-J, 8. Method of IInstallation/Removal(list all equipment needed to perform job): Q !-1.1 ,rA L r f1 � v 1 8/12/2021 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Phi I JCtnei Ko ,being duly swom,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the COrYfyaC+D,/ for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. S°r Sworn to before me this Sworn to before me this day of ,20 day of Vi)X_UaS-y ,20 a 4 Signature of Property Owner Signatur, Applicant Print Name of Property Owner t Name of Applicant TRISHA MARTINEZ �U•Z��._ NOTARY PUBLIC-STATE OF NEW Y Notary Public Votary Public No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, — Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C.and cabinet air leakage less than 1.4%at 0.5 in.W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications (0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) t • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ" primary heat exchanger • Stainless steel secondary heat exchanger • High temperature limit control prevents overheating Illustrations and product m o are only vary. ertlalrve g � p g Some product models may vary. • Direct ignition with Silicon Nitride ignitor • High quality, corrosion-resistant, prepainted steel cabinet WARNING EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this waming 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 fumace 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 easydoor d installed. oor removal an secure Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflow/downflow/horizontal (lefVright) installation E oEs l eti R • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal l applications with accessory (order separately) v • Concentric vent available TL Egli F�F • Self diagnostics with super bright LED • Slide out heat exchanger and blower assembly JJJJJJL to LIMITED WARRANTY* 78% 82% N% 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 u..d tM w+nr c.taR.a tM IArk adcaea• rn.nut.eLa.ra o.n".wron other applications. .ncafiona�et.o to diiial�aoa� go to rww afrtbractory o•g Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow @.5 in.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) N9MSE0261408A 40,000 96.0% 95.0% 400-775 35 x 14-3116 x 29-1/2(889 x 361 x 750) 120(54) N9MSE0401410 Z 000 96.0 95 0% 625-905 35 x 14- 16 x -1 889 x 361 x 50► 1 f3 5 9 040171 40.000 —96.0% 95.0 650-1050 35 x 1 - x XT 889 x 445 x 750) --73TTUT— N9MSE0601410A 60,0009 .0% 6 5-1130 35 x 1 - t x -1 2(889 x 361 x 750) 127(57) N9MSE06017i4A 60 000 96.0% 95.0% 650-1420 35 x 1 -1 x 1 2 889 x 445 x 750) 144 6 9 0801716 80 000 96.0% 810-1600 35 x 17-1/2 x 2 -1 2(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 N9 1 002114 100,000 915-1545 35 x 21 x 29-1/2 889 x 533 x 750 1 9 7 9 1002120 100,000 96.0% 95.0% 13 -2065 35 x 21 x 29-1/2(889 x 533 x 750) 169(76) N9MSE1202420A 1 120.000 1 96.0% 95.0% 1320 10 x 4-1 x -1 x 622 x 186 84 N9 1402420A 1 140,000 1 96.0% J 94.4% 1 1290-2035 1 35 x 24-1 2 x 29-1 2(889 x 622 x ) 1 190(86) Specifications are subject to change without nonce. 440 11 4403 05 12/3/18 NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz a Al ";M . A 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 • a Easy Access service valves on all models rm • 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, T1et ENERGYT tee°e?o°e�, e n matched Wei ate oaj 0ornpon its. 11owe�cr, • 5 year compressor limited warranty proper remr�e and proper f,ow are amraj to &&.,wr• rated capacity and ef-oency k,staiaNan of • 5 year parts limited warranty (including compressor and this -,hWd"low the manutecAners refrigerant crwgicoil) aY1W� proper r,y wa i flow r1 insmay r d Fmlure to caArm Vooer on:uyv tud airflow may redse ef�9Y Y -With timely registration, an additional 5 year parts limited ai sh„ne„eg�'Prr_t lrfe warranty (including compressor and coil) * For owner occupied, residential applications only. See warranty certificate for complete details and C U� US0"i Dead , restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark indicates a manufacturers partrapauon in the program f w varnccabon of edification for rndMdual proi go to www.ahn6rectory.Orc, Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth In. (mm) Weight lbs.(kg) 1':NXA618GKA 18,000 11.8 20 28-11/16 x 25-3/4 x 25-3j4 154/ 125 (729 x 654 x 654) (70/57) 28-5/16 x 31-3/16 x 31-3/16 147/ 183 NXA624GKA 2 24,000 17.7 30 (719 x 792 x 792) (83/67) NXA630GKA 2'I 30,000 16.8 25 32-5/16 x 31-3116 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 175 30 28-5;16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 31/2 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/120) NXA660GKB 5 60,000 324 50 45-11 i16 x 35 x 35 318/280 (1161 x 889 x 889) (144/127) Soecfications subject to change wuhout notice 421 11 6201 05 5/17/19 p ECEN hester AUG 13=AUG1O0 111 VILLAGE OF RYE BROOK BUILDING DEPARTMENT George Latimer County Executive �hcrlitn_lniler,All) Conuui.,sioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13339-21-DCDA Application for Backflow Prevention Device Kingfield Development 15 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:Hhealth.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 Ta lor, 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. Ingp. — Rye Brook .� File REE RECYCLE Department of Health 25 Moore A� enue Mount Ki<co. NY 105 If) felcThnn0: (411 1)8G I- "1(i Fa 191 11 k l a-1691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 13339-21-DCDA Facility: Kingfield Development City, Village, Town: County: 15 Jasmine Lane Rye Brook WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One (1)— 2 inch Wilkins 950XLTDABF (DCDA) Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. BII a lVl�flCdaflVV preVell��l device et the above balfloV preventionI T back I t k 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�il I the JtatC of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: A39 FP)l DATE: August 2, 2021 Delroy Ta lor, ME. Assistant Commissioner NEW YORK STATE DEPARTMENT OF HEALTH Bureau of to DI A ter-Coo Corning PmreRlon Report on Test and Maintenance Empire BWhr°la=a-Caning Tower Room t in Albany,NY 122d7 of Backflow Prevention Device Please use a separate form for each device. For the year —ZC,aD:.- 0- '=E23-Inbal tort-Complete sindre corm Annual oast-Camplefe Part A only PuMc Water Supply Sack ' A wt No. .:otarN Block Lot ty ,y�'�a1C1 LJCAhOn of L7WiG2 Faci6 Noma V atdrassSS,451\x,u Lt1not��ft�� u »513 street Device Manufacturer Type 0 RPZ Model 5'ae m inches Serial Number Information � ) 114 r, ,5 DCV q50 XL- �" C'1409 CfteokVal- No 1 Chwwvalve No.2 Dffferantial Pnasure Relief Line Pressure OG_` _psi valve Tact Leaked Date Leaked Opened at psid repair repair Ctesed^gnt - Closed tight_� b FTI 1 of - Pressure drop across first check valve q l(p M D Y psid Describe Apett and Repaired by rarstwints Name tlttlad Lic# Date repaired: m M ❑ Y Final beat Closed tight Closed tight Opened at sid Dare p F l I F79-1Q -i Pressure din acresa first AR D Y check valve psid a 5 NIP Water Meter Number Meter Reading Type of Service:(check one) 9 Domestic Fre 9 other Remarks(Describe dehaenciee:bypasses,elrbets before trw denim connections between the device and point ef.entry,nUsing or Inadequate aiNaps,etc_) Certtficanon:This device meets, P doss NOT meet,the requiremerrts of an a Me contai ment device at the time of testing �awk,r ii} i certify the L4 tS in9 data to re corrrct. 13 L i 3Zi Prim Name Certified Testa No. Sign re Expiration Date Property owners(or wnepa again)certification that lest Was perkniead: --Sc')5--i. Pnnt�\rvame ^'rn TitleV Telephone Certlfieadon that Installation Is in accordance with the approved plans. fro be comproted by the design engineer or architect or water supptler.) 1 hereby that this installation is in accordance with the approved plans Name Russell Palucci rna Engireer Dame D t L NYS DOH log# License Number 78721-1 Phone(845 )337-6040 m t d DEngineers Representing rime uucns, onsu Ing ng neers Describe minor inslaeaeon changes {'"' Address 140 Princeton Drive ��—, - �/ I 4 �_; Coy Shelton State CT zip 06484 '- Signaand ID JUL Q,2 i an one mre k mpy re rile gr c ar41 partmenl raprosoRra,ne Biro aria copy to Use water sutylor win days a i :as lap Gov NGtily owner ens watt WPPtfar Immedlatocy it device fAU1 ta;t and roppiry unnat immad1Wa1y ba made. l L -DOH- _tat VILLAGE OF RYE BROOK .erar`r Pf4�'rter�-rtn- D JUL 2 5 2022 DD VILLAGE OF RYE BROOK /upga BUILDING DEPARTMENT 15 Jasmine Lane Rye Brook NY 2015 IECC Energy Efficiency Certificate . . Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R8 Glass& Door Rating LI-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 Cooling!Heating& Heating System: HP6i#N9MSE1oo212oA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2/19/19 Comments Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti Address: 100 Mill Plain Rd Credentials: BPI Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 3476-15 Jasmine Ln Rye Brook NY Name: Address: 15 Jasmine Ln i N o8C Address: 15 Jasmine Ln Rye Brook, New York 10573 Rye Brook, New York 10573 Geo-Tag Data: Latitude: 41.048461 Longitude: -73.693434 Timestamp: 2022-06-20 09:45*55 Measured Leakage: 2.85 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 3476-15 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,330.6 (+/- 1.6%) Effective Leakage Area: 83.5 in Building Volume: 28,023.0 ft3 Enclosure Surface Area: 3,200.0 ft2 Coefficient (C): 128.5 (+/- 11.9%) Exponent (n): 0.598 (+/- 0.033) Correlation Coefficient: 0.99850 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 72 °F Post Indoor Temp: 72 °F Pre Outdoor Temp: 69 °F Post Outdoor Temp: 69 °F Altitude: 193.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-06-20 09:53:53 2000 — • Depressurize — E p 1800 Y 700 a 600 Q 500 400 Z' I °° 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg-(Ea)_ Adj Bldg-(Pa). Fan (Pa). Flow (cfm) Config Baseline -0.7 -60.0 -62.1 -61.1 -71.2 1,521.0 Ring A -54.0 -55.2 -54.2 -59.1 1,389.5 Ring A -48.0 -49.1 -48.1 -51.5 1,298.3 Ring A -42.0 -42.8 -41.8 -42.7 1,185.8 Ring A -36.0 -36.7 -35.8 -35.7 1,085.9 Ring A -30.0 -30.5 -29.5 -30.0 998.3 Ring A -24.0 -25.5 -24.5 -210.2 858.6 Ring B -18.0 -20.1 -19.1 -161.2 752.8 Ring B Baseline -1.2 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.8.0 (206), © 2021 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: ! S \b s 0-,t SBL: l 2�i''2y — L Zone_ �T Use: 1 O Const.Type:-11�- Other. Submittal Date: �- Z Revisions Submittal Dates: Applicant: Nature of Work. l Reviews:ZBA: N O V - 2 2020 PB: BOT: Other. NEEJ2' OK ( ) FEES:Filing. "7 BP: l to C/O. �z�-�' 7, O (,� APP: Dated Notarized ✓SBL: ✓ Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan Other. ( ) ( ) SURVEY:Dated Current Archival:- Sealed Unacceptable: ( ) ( �PLANS:Date Stamped ✓ Sealed: •J Copies: -Z_ Electronic: Other. License: Workers Comp: Liability Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit H.W.I.C.:_Battery:_Other. PLUMBING Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( (� FIRE SUPPRESSION:Plans: " Permit: ✓ N/A: Other. H.V.A.C.: Plans: Permit: N/A: Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval: notes: ( )ZBA mtg.date: approval: notes: ( )PB mtg.date: approval: notes: APPROVED REOUIRED EXLSITNG PROPOSED NOTES Date:. NOV - 2 Z 20 Area: Circle: F%Qe Front: Front Si : Rear. Main Cov Accs.Cov Ft.H Sb: Sd.H Sb: GFA: Tot. Ft.Iron: Paz Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: 1�) p �.V-\% t—� r'-- 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/$1,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= 7'1'7 sq. ft. x $65.00 = $ $�.SOS- x$I5.00/$1,000.00= $ -7S'7• S,g # I,Fl. = 1`�3`f sq. ft. x $225.00 = $ 3�3�3Z5:- z $I5.00/$I,000.00 = $ 2"d Fl. = L'y2/;�- sq. ft. x $225.00 = $ --72 J'i b Z-S x$I5.00/$I,000.00 = $ Attic = /° sq.ft. x $225.00 = $ 9� x$I5.00/$1,000.00 = $ + Total Sq.Ft. = 3 G 3>9 sq. ft. Total Cost= $ �� k S�� Total B.P.Fee= $ *.Includes Attached Garage if Applicable. Total Amount Paid = $ 9� f • # �' Total Amount Due= $ (9 NOV - 2 2010 � Date: Signed: This form must be properly completed &notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: L3elC1/-J Subject Property: I,3 Jaswre 1 a1'c SBL:Io?91J_J'/.Aone: P012 Please take notice that the subject; d One or Two Family; ❑ Commercial, E?/New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; D �� -El Truss Type Construction(TT) SEP 2 4 2020 ePre-Engineercd Wood Construction(PW) ❑ Timber Construction (TC) VILLAGE OF RYE BROOK BUILDING DEPARTMENT in the following location(s); ❑ Floor Framing, including Girders & Beams(F) ❑ Roof Framing(R) of Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy,the subject dwelling or building utilizing truss type, pre-engineered wood,or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§iz65 for One&Two Family Dwellings. Date Design Rjuressional g1�12U _ Date Propert Date Notary Public (�) Christine A Boyd Notuy Pnblic,Stage of Now Yodt QWM$d is &PiM MW 21,A&d.0a a m CERTIFICATE OF LIABILITY INSURANCE „;4I '20 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 policylies)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 °1 certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT a) NAME: 9 Aon Risk Services Northeast, Inc. Boston MA Office (Ac.No.EXt): (866) 283-7122 AC : (800) 363-0105 53 State Street E-MAIL c Suite 2201 ADDRESS: _ Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC a INSURED 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 INSURERC: Starr Indemnity & Liability Company 38318 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as request9d WISH UBRI POLICY EXP LTR TYPE OF INSURANCE D YWD POLICY NUMBER MM DD•q jMMDD,YYYY1 LIMITS X COMMERCIAL GENERAL LIABILITY uur- EACH OCCURRENCE S5,000,000 CLAIMS-MADE OCCUR MACRTED S100,000 PREMISES Ea occurrence MED EXP(Any one person) EXCl uded PERSONAL 6 ADV INJURY S5,000.006 u� GENT AGGREGATE LIMITAPPLIES PER* GENERAL AGGREGATE S5,000,000 rn PRO POLICYX JECT LOC PRODUCTS-COMP,OP AGG S 5,000,OOO OTHER 8 n AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT `n Ea acogenti ANY AUTO BODILY INJURY(Per person) 0 OWNED SCHEDULED BODILY INJURY(Per accIdenti a AUTOS ONLY AUTOS PROPERTY DAMAGE HIREDAUTOS NON-OWNED U ONLY AUTOS ONLY Per accdenl c 1000579 01 06/30/20201110112021 EACH OCCURRENCE L) UMBRELLA LIAR OCCURE X EXCESS LIAR CLAIMS-MADE AGGREGATE S5,000,000 OED I RETENTION WORKERS COMPENSATION AND PER STATUTE I IFITH- EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR'PARTNEP EXECUTIVE E.L.EACH ACCIDENT OFFICERUEMBER EXCLUDED? N I A tMYrWawry in NIQ E.L.DISEASE-EA EMPLOYEE Iyes describe under _.. DESCRIPTKNJ OF OPERATIONS below E.L.DISEASE POLICY LIMIT t7 DESCRIPTION OF OPERATIONS LOCATKM VEHICLES(ACORD 101.Additional Remarks Schedule,may be anached It more space Is required) .rJ �i a� CERTIFICATE HOLDER CANCELLATION N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE -a- POLICY PROVISIONS. village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street r Rye Brook NY 10573 USA (E)1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016,03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or JW Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partners,LLC From:The Village of Rye Brook NY 1100 King St Ste 114 Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-tune employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) L 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 I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN HERE Signature: Date: '. /-7•2oLd ..EiemtioC ,to Numbelr .2 24 - iMaWk 020 M Wolrkesatlimi Bew CE-200 01/2018 '4� CERTIFICATE OF LIABILITY INSURANCE �'�iM� ' o4na2a2o 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 CONTAME CT CONTACTCLIENT FEDERATED MUTUAL INSURANCE COMPANY PHONE FAX HOME OFFICE: P.O. BOX 328 A/C No Ext:888-333-4949 A/c No):507-4464664 OWATONNA, MN 55060 E-MAIL ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS T X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE RENTED $100,000 PREMISES(Ea occurrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL&ADV INJURY $1,000,000 G N'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 X POLICY ❑PR ❑LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 Ea acciden X ANY AUTO BODILY INJURY(Per person) SCHEDULED B OWNED AUTOS ONLY AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,0()0 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED RETENTION WORKERS COMPENSATION DER ANY EMPLOYERS'LIABILITY Y/N X PER STATUTE ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 I1 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 it more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �+ / A,1^ O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 1c, NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN.CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Security certain locations in New York State, i.e.,a Wrap-Up Policy) Number 04-3814418 2 Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b.Policy Number of Entity Listed in Box"1a" 6042338 3c. Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all panners/officers included) ❑X all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY) must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that 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: Qr 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 L CERTIFICATE OF LIABILITY INSURANCE 2 /2022 /1 DATEIMM/DDIYYYY' 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 endorsernent(s). PRODUCER CONTACT OTT AGENCY NAME PHONE PO Box 659 A/C Lo EXt (845) 895-8873 AC ND Wallkill, NY 12589 ADDRESS ottins200l@yahoo.com INSURER(S) AFFORDING COVERAGE NAICN _ INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO BOX 359 INSURER C 7 Ohara Rd INSURER D Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER. REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE IN.D WVD POLICY NUMBER MM/DD/YYYY MM DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMStu -MADE OCCUR PREMISES Ea occurrence $ 500 000 MPU7919F 1/21/2022 1/21/2023 MED EXP(Any one person) $ 10 000 A X X PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY PRO- (�I JECT �-I LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY Ea BIKE nil $ 1,000,000 ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED �BlU7919F 1/21/2022 1/21/2023 B AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED x AUTOS ONLY R A AUTOS ONLY Per accident $ X UMBRELLA LI X AR OCCUR $ EXCESS L LI CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,000,OOO CLAIMS-MADE. AGGREGATE $ 5,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION I ER AND EMPLOYERS'LIABILITY STATUTE ER ANV PROPRIETOR(PARTNER/EXECUTIVE YIN WCU7919F 1/21/2022 1/21/2023 B OFFICER/MEMBER EXCLUDED? ❑ NIA E L EACH ACCIDENT $ 1,000,000 (f yes esory ri e u _EL DISEASE-EA EMPLOYE $ 1,000,000 Il yes describe under DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101.Additional Remarks Schedule may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE ©1988-2015 ACORD CORPORATION All rights reserved ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD 1` NEW I Workers' �-' YORK CERTIFICATE OF srarE I Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 203-223-6700 TOTAL COMFORT INC PO BOX 359 1c. NYS Unemployment Insurance Employer Registration Number of 7 OHARA RD Insured MILTON.NY 12547 Work Location of Insured(Only required if coverage is specifically limited to 1d. Federal Employer Identification Number of Insured or Social Securit certain locations in New York State,i.e.,a Wrap-Up Policy) Y Number 141829022 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b. Policy Number of Entity Listed in Box"I a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period ni/91nmg to nin�nm� 3d.The Proprietor, Partners or Executive Officers are included.(Only check box if all partners/officers included) �X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY)must be listed under Item 33i9 on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box "3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print name of authoryzed representative or licensed agent of insurance carrier) Approved by: (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT CLUSTER "SS" FILE COPY INTERNATIONAL DRIVE SEP 2 4 2020 RYE BROOK, NEW YORK eve��GF�YF BR FINISHED BASEMENT NOT DEPA�TMF�T SC RYE BROOK PARTNERS, LLC APPROVED FOR USE AS A 5 International Drive, Suite 114 SEPARAtE APARTMENT OR DWElIING UNIT Rye Brook, NY 10573 �i NYS Uniform Fire Prevention 8 Uniform Building Code: - 2020 Building Code of New York State 2020 Residential Code of New York State 2020 Fire Code of New York State - 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State -- ---- 2020 Fuel Gas Code of New York State 2020 National Electrical Code 1 � 2017 ICC 117.1 Accessible 8 Usable Building and Facilities � I I i IIIIIIIILLJU Project Criteria: Use croup: R-z 17 JASMINE LANE 15 JASMINE LANE 13 JASMINE LANE Construction Type: SB Area: 10,274 sq.ft. Volume: 90,141 cu.ft. AS-BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION THIS Blin-FAINI'L"I"NIUSl-BE POSTED 7 Thurston Avenue Structural Consultant WfrH A PERMANENT'COEVSTRIlCTIOP! PERMIT# HP _2�;Q Newport, RI 02840 Camera/O'neill Engineers TYPE IDENTIFICATION SIGN; SQL# {,Z� •Z� _ 1 - � s 117 Black Point Lane V NOV - 2 2020 401.619.4689 FR CordtsenDesign.com Portsmouth, RI 02871 DATE AP �YE MEP&P Consultant PRIOR TO THE ISSUANCE OF A C/0, R.W. Sullivan Engineering A8 REQUIRED BY NY STATE LAW. BUILDING IN EC T illage of Rye Brook,NY 528 Main Street#203 C O R D T S E N Boston, MA 02129 DESIGN ARCHITECTURE FLI 313.17 G 312.42 G 311.25 G 311.83 FLI 307.67 G 306.92 52 ` FLI 297.17 G 300.92 G 305.75 G 306.33 O 8 C 1 G 296.42FL1 301.67 I FLI 292.67 FLI 294.67G 299.75 G 300.33 O 57 O C 1 C2 3 25 SIGNAGE: FLI 291.67 W/O G 293.33 A I XI- SALES OFFICE t W/O G 291.92 61 O C2 ^ 21 X2-SALES PARKING i G 290.92 59 C 1 17 19 X3-SALES PARKING-+ 62 O pp C2 /� 15 CLUSTER`N X4-SALES PARKING X5-SALES PARKING+- 64 BR 11 13 TER X w Z m us C3 a o 0 X6-DO NOT ENTER 9 CLUSTER)( vs w 2 i Ro c o: X7-DO NOT ENTER BR J Y C W U < C d D L 5 CLUSTER UA 3 CIUSTERi HONEYSUCKLE LANE c 19 ILO Oat hl o 5t 1 CLUSTER AA q v+ FLI 313.17 U = CLUSTER 66 ,^a 17 Z R 32 G 312.42 ouc Z u CLUSTER CC O FLI 305.67 Z a gate to be c 0 15 G 304.92 locked at all h 1►1 k to c N B L c 15 ZL 31 FLI 312.17 times 22 m r ce FL1294.67 rn 7O chalnlink ten 18' S1 B R p c O M 13 Y R Q G 311.42 n gate 0 27 79 G 293.33 c � C. r B L D 20 c F .67 M `v N O � .92 IG05.92 nFL1 03.67 BR 7 Z N 11 ZL FL1311.1720G 292.92 M9 ZR 28G 310.42 306.67D 25 n G 294.33 305.92 46 C 1 n O c305.92 C2 r N �+ DFL1 294.67 pR 18 m N 7 L 27 FL1310.17 W/O 18 00 082 FLI 295.67 1 306.67 OA p rG 305.92309.42 G 293.92 O N 23 A G 294.33 3os.92 " 9 5 Z R 26Z n Z ,mo m H m Z 305.92 C2 16 25 FLI 309.17 N FLI 295.67 D R 0 D C 1 O G 294.92 3. 44 3 G 308.42 W/O 86 16 O Z 21 q. 7 O G 304.42 N , Y R 24 N O G 294.92 O �^ z C2 ,r"o m 14 note: LU n FLI 305.17 maintain entire length of c n FL 1 296.67 m O 42 g H r 19 G 295.92 C 1 A G 304.42 international drive free FL 1 296.17 B L 10 �, B L O 304.92 c 5 from dirt&debris of all ,1,o� W/O 87 14 m limes / N 0 Z O G 295.42 A 12 'm° 1 G 303.83 G0 f��oc�0+'� N 1 305.67 O p C 1 O note: oC o� o� J 304,33 39 41 NO TRESPASSING oc� o�h o�� 0- OG 297.42 3 C, signs on all gates ,tea `per c W FOR DIAGRAMMATIC PURPOSES 91 pD 17 C2 10 ® soles FF 306.50 GeyO S�5d0cG�p NOTE. cv FL1297.67 It 12 � C2 0 W/O / G 296.92 FLI 298.17 4� � parking GSR �l � God ONLY. REFER TO CIVIL J � O O 9 G 297.42 r SITEWWORKINGS FOR ALL RELATED < C G 15 A /G�� *directional V) ®R' const.sign LEGEND: O m A- 'A'UNIT � FLIP 08,17 92 BL 10 G rp C 1 G 297.42 37 p L 8 � 1 BR-'B RIGHT'UNIT U } G 297.42 90 F 303.67 O O BL-'B LEFT"UNIT W Q G 2.92 '►' Cl- "C'UNIT,MASTER UP O 13 F C2-'C'UNIT,MASTER DOWN Z = Z c/) G �s„ t DR-'D RIGHT'UNIT U s Q 6 DL-'D LEFT'UNIT n- G 296.42 o 1- J 93 DR 8 94 S' 0. C�, F FF 302.50 G 302.42 YR-'Y RIGHT'UNIT U u; G YL-'Y LEFT'UNIT H Q Q �-- O C2 C 1 �' O ZR-'Z RIGHT'UNIT W U Q FL12/o 11 �jc n 36 15 FL1303.17 V) 0 W/O FLI 297.17 co COa 4 O G 302.42 ZL-'Z LEFT"UNIT G 297.42 95 G 296.42 �e 30).42 A +stop sign C 1 W/O-WALKOUT 6 27 O 2 O0 Oe6. 9 G 295.83 F L 1 302.17 � 2 +stop sign flag man+ � G 302.42 9 7 C 1 e6. `, 96 G 300.83 C2 -9 L� 25 A G 296.42 412 C 1 O 34 ® �''0 O� C 1 O FG 301.92 A f G 300.83 18 F Gft FLI 297.17 ellp 98 '� 7 G 293.42 ® O�Gf l 23 O x G 295.o C2 ti l oo +stop si C 1 9 2 FL 1 294.17 O 16 F lie 99 9 5 C2 G 293.42 © A C` 21 B L /�` 1` ti 101 G 302.42 eel, Q FLI 303.17 G 300.92 0 VJ G 295.83 A G 292.83 O C2 14 si4C 11 0 3 G 3D2.42 19 C 1 FLI 301.67 ; Q- <G�l C 1 10 oe O 12 G 300.92 Q �A sec C!G 12 16'x50' �} �� G 302.42 anti-tracking 1 O C 1 J�� A O 17 G 300.33 UJ G 289.42 �011 0� 10 O<G`f <� • 103 �0 G 301.92 A op C 1 13 y Q 18' �0 post co /1 O FLI 290.17 `� G 289.83 $r0l/fence 9 J W/O C 1 8 -gate O.c FLI 302.67 C2 8 15 Q G 289.42 pr 78 FL 291.17 G 301.33 a v " G 289.83 10 CCG 288.83 104 A gate for construction C 1 14 G 298.42 6 entrance&exit to be 15 77 G 289.83 r r 1 W FLI 288.67 105 C2 titi unlocked&open during A 13 C 1 v W/O �� construction activity only. FLI 291.67 FLI 299.17 G 287.92 �J`' at all other times this gate 13 76 G 290.92 OG C 1 15 G 298.42 109 4 must be closed&locked A c D L � 11 G 291.83 0 G 29 7.83 2 �� 7 293.17 B L 70 G1291.83 C 1 16 C,O PP", 9 O G 292.42 FLI 294.67 O G�JS A 5�� blacktop C C 1 69 G 293.92 � 9 C2 I CJ�J 5 106 UStFR 7 /� 68 66 lavender lone to G 297.83 J A 107 G 289.42 A*/ C 1 be paved 2nd 17 � M R O S 5 BR week of 9/20 7 C2 3 FL1290.W/o17 F ( C(U 3 Ir FLI 299.17 GC' C 1 G 289.42 12 C(US,, N F SCR GG , 18 G 297.83 'j y 5 A C?J G 288.83 C 1 10 C(USrER EE a �p G 298.42 1 D R 75 4 8 C(USTF R My (=> O C 1 14 OC2 6 CLUSTER FF 6 9 3 g 110 FLI 288.67 G 290.33 W/O FL1 2,1.67 73 CLUSTER DD 21 C 1 c� O FL 298.92 299.67 G 287.92 W/O B R 4 2 G 298.42Q G 290.92 G 290.92 71 A 4 ! DR OD L p R F L I 299.17 22 1 FL1293.67 DIC W/O W/O 67 G 298.42 C2 2 Z G 292.92 65 FLIP 04.67 FLI 295.67 G 298.42 23 G 293.92 W/OG 294.92 R UNIT G2 MD LEFT UNIT A UNIT GI MU RIGHT 5-8 CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engme tring-Oesgn PROVIDE=5 BARS AT 24'04. sa)Black Point Lane VERTICALLY t HORIZONTALLY Ca 'f�Mlll Portsmartt%RIo287t 11-40 CENTERED ON WALL.PROVIDE I 402.0-2983 is DOWe.S INTO FT6.TO Ix tHIGK GONG.FT6. �kw�'«�+ b'-10' 12'-4' 12'-4' MATCH VERT.REIW. 12''IOL EK BOT.W.W 05 BARS O 4 5' �prr NEW Y - SOLI ��P V. F� 3'-2' COORDINATE I GONG.FT6.REIW W*4 CaC.FT6.REIW.W•4 9'-4' WATERPROOFING --- AND t7RAINA6E W W =z W m o E 1 -------- ARGHL DW65. 14• tlt 2 "' oC c N u Q r _ BARS o 12.OL EX,BOT. ic -BARS o 12•oc.EA,eor. _ z � N_> >o . 12'THICK GONG.FT6. Zj ( p I � pg0181 2 ''h�" a 6 REIW.W 85 BARS• T I I N 12'OL.E�1,80T. �-----] --- 10'VIA.REINFORC,E� L-S'-J I • SIN�.oON A8U4PROVID4 OR AEIUbb TALLI'�• O V�ESSIO�P�� °L a rW. �c b ` IITUBE PIER,TYP. .� •----T.O.WALL STANDOFF BASE t FASTEN O pm v� SOLI (13A.F.MIN.3'-b' S ,.` �.W/ TO GONG.W%'DIAL I�-4 4 I-4 V _ ^Z o [B.OF.-0'-101 BELOW 6RADI=� itl I2'3• SOLI � EPDXIED THREADED U -- -- ------------- ---------------------- ---- ---- *.-1' `9 ANGHORROD(b'EMBEDJ 2'-�' � U I ~> - .., - �/ c I I GONG.FT6.REINF.W 04 W 5'-8• a r- ;. s., ` , 4 ii GOORD.W ARGHL -�Y FT6.REIW. 04 I I-------- ---- -------- ---- ------------ --- r- L. Q J BAI�i•2'OL.Ej^I,BOT� - - BAR5012'OL.EJI,BOT. .+ I I TO.WALL T.0 WALL•BEAM PROVIDE 4 INSTALL BEAM I ,, ` ,r r - I I POCKET AND P.T.BEARING :�' -= - b I b 12'THICK GONG.FT6. [-0'-y'4•] POCKET PLATE TO ACCOMMODATE ( r---- --- -_-- �' 1 _- J L--- ___ L J REIW.W 05 BARS• BEAM.PROTECT � 5 b 12'OL.E.W.BOT. I T 4 1 14 TO.WALL•WINDOW I `p �c 3-2 3'-2 3'-2'T •� I p UNTREATED LUMBER WITHTYP. � • T.O.WALL•WINDOW - J I p [GOORD.W ARGHtJ TO.WAU_ I So DIAL E PIE RGED BUILDING FELT,TYP. I .<. 'r 50'I ;r 50NJOTUBN PIER ELSOLI T.O.WALL I , 5 5 (19OF MIN.3'-b'BELOW [coORD.W I [GOORD.WARCHLJ f• - -- I ly; [-0''�'41 1 L-- --------- - -- ------ ---- ----------------- (BALE_-10'-10'] - ---- -- - � --- � I ARCHt) I r r �- I - -•' ,• I wATt:RPROOFING I I I T.O.WALL I ( PROVIDE M4x48' � '�- - "�• _ •' •. •. AND DRAIIMA6E W I I IASONAL REBAR [BALE.-10'-10') •1 •, -'-_- T RE-ENTRANT I ARCOL OW5. L� -� L � I I ASLAB CORNERS. T.O.WAl I I ADJACENT T.O.WALL T.O.WALL 1 FENTE •5 BARS'AT 24' I Ib'-IOIi' 3'{,►s' µ'-IG6' I I TO.SLAB J Q I a I 0 OEM UNIT tD POCKET [-0�►'4 J I I C Y t HORIZONTALLY 1 1 1 I ELEV.-4-b' TO.WALL II FouNDATION § [-2'-3/4'] ;E TA.WALL•WIPDOI.1ION WALL PROVIDE0 OEM 05 DOI'Mri INTO FT6.TO HATC44 1 I -�a' I ._: (COORD.POCKET ^I I 10'WLALI. 4 ►' [GOORD.W ARGHLJ I (T ARLHL PROVIDE t INSTALL 11' _ VERT.KENNEL 1 ;� 1 PROVIDE t IN5TA114' I p 2I SLAB DETAIL §I � _ _ COORDINATE - I I CAP AND BASE PLATES I SOLI 41 1'-10,FT6. �g�PLATESILD" A/1T ALL WATERPROOFING I I Z 1 I AT ALL GOLIJf•N5,TYP. O • I I LALLY GOI.1"IlS,TYP. I I AND DRAINAGE 5. I N • 1 �I � I S Q 9a ARGHt DwGS. I I 3 I I 4•NORMAL Kr.CONG. g1 I E?.�_ I .: I w I I I n SLAB-ON-6RADE. I _- --- 50.1 I 1 I I 50 2 5r�DETAIL . 5 r PROVIDE 05 BARS AT 24'O I PROVIDE t I TALLV L_�J I I � I PROVIDE t INSTALL GAP AND SOLI Ir I 'sPRIN16Fl •GAP AND I I I T.O.WALL BASE PLATES AT Al H55 k I I O VERTICALLY t HORIZONTALL 3'- 14'-NOS' I t-10 12-6% C,OLu4�,,TYP.BV�SE PLATES ;_ CENTERED ON WALL.PROVIV . i BASE AT� r -, I I TY I [��4 J SHALL BE SUBMITTED W STEM i ;� 14 05 T.FEW. INTO FT6.TO MATCH I I lo'WALL I I ;t I SHOP ORAWIN65 r-____ T.o.WALL ILL; VERT.KENNEL I I I I •BEAM I Q 12'THICK GONG.FT6. q I I to IMl1l1 4 I'-10,FT6. I I I, I I ! POCKET 18 REIW.W 44 BARS• Z I'-10'FT6. ! I •CAL I r- 1 q i TO.SLAB I i [-I'�'49 I V ELEV. I 12'O.G.EyL,BOT. _¢_! O4-64 L. - I ., I I I THICKENED SLAB, I ;DETAILI �fJ`' I i I [B.O.F.MIN 3'-b' 0- O I I TD.SLAB I ., I I I�� SLAB DETAIL y -_- I ,. (_ BELOW GRADE] Z CV ` I I I -C I a 3 I :. I I I SOLI 4'NORMAL WT.CONc. . I _ SLAB DETAIL SOLI b II:r I TYP 3 1 I •BEAM POCKET 5E>=DETAIL I b WALL ry ¢ O I I PROVIDE t4x4b' I O T.O.WALL I I I 0 I I SOLI DIA60NAL REBAR I I at I I SOLI (-0'-5►4 l I I (-I'�'4 l TYP 4 I Z AT RE-ENTRANT tD I I Q I I 6.STEPS W I 1 PROVIDE ELEVATOR PIT 3 PROVIDE CONT.K4 B H N I I 4'NORMAL WT.CONC. I 1 ELEV TOR OPTION I 5'-O FOR ELEVATOR OPTION 50.1 I I CENTERED AT TOP OF L Z O Q V) r. I TD. T.O.WALL '. I I I 1• W ARCH. I %; 1'-�• AND GONT14i 2x3 4 IL SEE DETAIL POGKJrT §BEAM (-0'-SL'�J I I I I (�� I `' TO.WALL I SHEAR ICJ=1f AT WALL CL 4'] -- I it -.1 20'-2• I 1 '-10' I •BEAM POCKET I T.O.WALL I U J T.O.WALL ;. .' ,..' `' I I I _ I 2b ( -E�';] ! •BEAM I I m w N Q PROVIDE t INSTALL I � [0'-94"] -_- -- � --- -[BA.F.-10'-10 - I - I _ T•O =< � 1 50'I < TO.WALL POCKET I ( � � � POCKET AND P.T.BEARING PLATE I I I �� (- - ---- ---- ---- 1 I� -- - - - -- - -- • I 4 b •BEAM AS REGUIRED TO ACICAOMMODATE I I PfLOVIDE t INSTAI 6 I T + 141 BP�M PROTECT UNTREATED 1 I BEAM POCKET AND P.T. ih SOLI -_- -y �--� • ' '� ,' (_p •J Q I PIT � 50! IPO�T � PROVIDE t4x48' 1 t. I PROVIDE(4)•4 VERT. I I I -------- I �I Io-6 SIM (- 4'] [BOA.-10'-10'] DIAEONA.REBAR ( BARS AT PIER -- -- ---- ----------- ATRE-ENTRANT LUMBER WITH BUILDING FELT s. ' 1 4 I BPARIH6 PLATE TO 51M I I I L__ - --- 0 A uNr FATev I_ 51M �o I I I .: • I SLAB CORNERS. T 1 ,: I u;I LUMBER NTH BUILDING IN THE EVENT OF SEPARATE 1 14 5 _ I I 81 FELT xP�L PROVIDE IDIDE&t 9 i i�� SOLI I � I$AP. II'-io•] - --- ----VPF�VIDE I 2'OL. _ - 10'WALL '` TO.WALL5 VERT.DRILL®t�Ox1ED INTO t INSTALL I •• I •BEAM ' I FOR.W b'EMBED. I I I P-10'FT6. FT6.STEPS W BEAM POCKET AND P.T. I POGO I S0.1 I ELEVATOR OPTION BEARING PLATE TO I I I I 1,-O'I 1 1 I SIM I I SLAB DETAIL I FT6. W I +- ., 10'WALL I I ELEVA OPTION AGGOMMODATE BEAM. ,' I (-1'-61'4 J I I i• 1 � Q 12'THICK GONG.FT6. I I I I I SOLI I ( PROTECT UNTREATED I I I cD '' C I SLAB DETAIL I SIM T.O.WALL I I ^1 6- 1'-10 FT6. I POCKET {, I FAT,TYP. I I I I IIII,L. o WA1 W O REINF.W•4 BARS• I I I I I LUMBER WITH BUILDING I I I I-2n I i • I SOLI 4 1 b I 12'OL.Ej^l,BOT. I I I I 4 NORMAL W.GONG. � (-1,-611'] � I 5V1B DETAIL I I I I I'-b'FT .! I I _ �- OF.MIN 3'-6' 14 I I 1 I � SLAB-ON-GRADE. I �, I BELOW GRADE] - I 10• 'L I I 4 NORMAL WT.GONG. I I ~}� 5L�DETAIL PROVIDE t INSTALL I 4 I I 50.1 .� I I I L -4 f 1 N ` BEAM POCKET AND P.T. 'I I ------,° 1'-10'FT6. X�� '�' I 1 BEARING PLATE TO I T WALL I S I r I O 1 SEA DETAIL ►- I I ACCOMMODATE BEAM. I ' I r• • T I I 4'NORMAL WT.COW. t-I� 50.1 I J ^1 it b'WALL I I 1 I g I '�' I PROTECT UNTREATED I 14 Q I 1' I �S 51M I ''• I I - --- /-j� W I LIR•BER WITH BUIt.DIN6 14 [-I' i J I SEE DETAIL I 10'WALL I •' PROVIDE(4)04 VERT. W Z _ T.O.WALL I TrO.5LA5 50 2 I T.O.SLAB FELT I = I I [COORD.W I i -0• I 1 ._1 • I I w ;p I 4 1 I'-10'FT6. I 1 BARS AT PIS w _ ARLH'L .., 6�`6E�1S < GARAGE DOORS TO.WALL I Q I 2 J 1 I ? `� (-0��►'s'l I I�' TO.WALL I I TELEV.-11-01.O.SLAB •JilI I I I 5 ~ 0 Q PROVIDE r4 I .' TO.WALL I E 1 �' IN THE EVENT or-5B'ARATE <: I [-O.-V'] I GARAGE DOORS o ENTERED AT T OF WALL I I (-0'KAU T.O. 1 I tD I POURS,PROVIDE t INSTALL 05 I '1 I tp I I V501 O 2LL . I 1 I x 304 LONG DOWELS•12'O.G. I f I I ( I I o L A No GOMT1N10Ur VERT.DRILLED EPDXIED INTO I---- ---J •' I I ° �} Co SHEAR KEY AT WAIL BASE I -. I I :: I IN THE EVENT OF SEPARATE 1 I FDN W b'EMBBED. r 1 I y I I I p J • • I I I POURS PROVIDE 4 INSTALL>f5 I I I > I IN THE EVENT OF SEPARATE I in :•. I x 308 LONG DOWELS•12'O.C. I POURS,PROVIDE 4 INSTALL 85 ( I I T �--• TO.WALL ri - ----- I U p 5 I I I VERT.DRILLED t EPDXIED INTO '` b •POOR I I I 3 x 30'LONG DOWELS•12'O.C. I `� I 10'WALL I ;• I Q t �•- 50.1 FDNL W b'EMBED. T.O. I �• SOLI [-'-b•] 4 b - �I I 50.2 VERT.DRILLED FDIi1�IN hIED�® I '• i^ I'-10'FT6. I - •`�, • I I _� b I I In TO.WALL 1�ooR L 1 L - - -- -- - ---_-_-� td *1 t SIM 4 TO.WALL 4 T.D.WALL I 14 1 4 Y 4 I b §I I (-0'�'4•] -I'-8 a� I r---- - - ----- -- -•- - I J wI I T.O.WALL O DOOR e� [-a-sv4•] I •� I I --- ----- --- ---- - -- ---- J 1 r [BAF.-4'-b•] .I I ------ ----- - ------ - I :• 1 4 1 I I •,' s ,• g I - - -- -�-- I tv Q I L )r - ------- ---- - ---- --,----�,- I I _ .� �, 1 I _- r I m I I �- -1 I TO.WALL I '--- ------- - ------ - �-- - t - - - --- Y - ---- - -- ' 4 I I i I- �-- - 1 [-0'-94l I I ROF-4'-e 7 SOLI .oF.=4'=�•)- I I I DE(4)84 VERT. L -J I tl'-IUK' `p L - ---- - L- 13A�i AT PIER I r- ---- - I '� :t'-IG75• TO.WALL 4 in I I I a I Q 't ''• I SOLI I-r-4•) _ I _ r I I �J 1 -•`, ---- b'-0' 10 I SOLI -------- ---------- 10 I TO.WALL I -M'-B`Fifr- ti,-I�' tlb'-3'GOORD.W ARGH1. SIM 8 (-I-4] b•WALL if'-I(W sfb'-3' 501 GOORD.W ARGHL tlb'3' 1 tl'-105' GOORD.W ARCHL t,4'-W � --------- J SOLI I I 9'-2' - _19'-7' -2. FOOTING 5GHEDULE A FOUNDATION PLAN-GLUSTILR X-EGRESS WINDCK^!5 s �-� SCALE,1/4'=1'-0' FOOTING FOOTING G.G. NOTE:E: I. TFOUNVAnQN PLAN NOTE-Si F2 FIRST ID TA6 2,-0'x2'-O"x 54Z2'THIC-K (3)*4 E.N.1BOT. E G.G. NOTE: REFER TO INDIVIDUAL BUILDING A IRS FLOOR SUB FLOOR SHALL BE GALLED ELEVATION O'-0' F2S 2'-6•x2'-b'xI2'TFI" (4)44 E.W.Bar. g 2. ALL Oil a ONS,ELEVATIONS,SHEiVE5,BEAM POCKETS,an-OM,I�DERSVROUND UTILITIES, F3 5'-0'x9'-O'x12'THICK (4)«4 E.H.BO`T. REFER TO INDIVIDUAL BU I LD I NG7 � C900e> DRAWINGS FOR DETAILS AND `6�LMICFOOT1IGAL", ECIANICALL,,A CHIIMMIR ALL OTHER ITEMS AL AAND�ALL OTHER TRADES RAW�IN�TMPRIORRL' 4'-O'x4'-Oaxl2'THICK )M5 E.H.BOT. To GONSTRUGTION. DRAWINGS FOR DETAILS AND � ADD'L INFORMATION 3. %ALLY GOLD e-ALL LALLY C XIA-45 SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL DIN4LN61oN5,ELEVATIONS,SHELVES,BEAM POCKETS, THICK"SPRIN We-V'GAP AND BASE PLATES AT ALL LALLY GOLUI-M. CUT-OM,IJ1NCiER9RCt#V UTILITIES,PIERS,FOOTINS,SLABS, ADD L INFORMATION 4. 50 6ENERAL NOTES FOR ADDITIONAL FOUNDATION INFdRMATION t SPECIFICATIONS AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECF"C,A1,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. c v J r R 1021-01, 1021-01, 25'-10" O --------------ME--------- L.1%.J _EJ rr:p= ------------ ------------- +297.67 z z --------------- us 0 c ra ffr.:F- •0 cc 16U ti o 'M 0 AMi 15 a I I lut U 3: u z Lu w 0 0III u r II r i I r :ot I I r -------------------- 1 i i _-- - - __ --- --_ _=I I i .� - I I I I I I -a l , il. 1! -------------- I I r l v I l A go T in r- I I v I _1tnV I/A\I AV +297.73 ' ; ( I tn .67 r----------- ----------- CD CN C) CN �207.61 -------------------- oil V) c e Tr CN -1 ; R\ :1 64 a L------ < Ir L-------- i r. a) -4 UNIT TYPE*C2 LEFT' UNIT TYPE'A' `oDg �UNIT TYPE'Cl RIGHT) UNIT TYPE-C-2 LEFT-) UNIT TYPE W �UNIT TYPE'CI RIGHT) 090 a) E 0 0 a) NOTE: NOTE: NOTE: NOTE: NOTE. NOTE: 0 z SEE YV=1'-0'SCALE DWG's ON*C2 LEFT* SEE Y4"=1'-0"SCALE DWG's ON W SEE X'=I'-0-SCALE DWG's ON"CI RIGHT" SEEK*=1'-0"SCALE DWG'S ON"C2 LEFT' SEE Y,-=I'-0-SCALE DWG's ON"A' SEE JVV=1'-0-SCALE DWG's ON"CI RIGHT' __j SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO, SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. LL_ 0 < V) FIRST FLOOR PLAN OF PLAN Q!: Lu d; SCALE:1/8'- u G)� SCALE:1/0*-V-0" V) < LLJ u < V) 102'-0" -------------- ------------------- --------- ----------- ------ - ------------- ------------------- L--_j 4- ------ ------------ -------------------------------------------------------- - L------------------- - ----- -- I-------------------- -- r-,i L 2" V) T.O.W.=297.73 O - ---------- 52 i 1 I-f I-I I I i Q V) 0 , I I I I I I I IIII � I , + 1 Il Sv� I c � L cn r i � �D III l i� � i ' i I j • I I 1 Ln to (+!30�8.31. _,71 r r----------------- F1 _AV 0.34 UN Ln ------------- r--------------------------- L N. k:---------- AM I 2% r---------- ::zzz:zz::zz::=Zzz L-----------------i L---------- -zz=- ----------------- r---------------------- L--------------------------j f-I ; : 11 rj 61�" +�L=�� = I ------i Irr---------------- 0� ----- - ---------------- �-------__ --------------------------Z: IL UF -I-_ ------- r IL ------ L----------- L----------------- Li------ i 0�1 ini : .I ...................................7'1f--� i: -------- - ago LLZZ=ZZZi UNIT TYPE'CZ LEFT' UNIT TYPE'A' UNIT TYPE-CI RIGHT' UNIT TYPE*C2 LEFT-) UNIT TYPE W �UNIT TYPE*CI RIGHT --------- - "o 9 L �D NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: SEE,v4"=1'-0'SCALE DWG's ON*C2 LEFT" Y.= SEE 1'-0'SCALE OWG's ON'A" SEEV,-=I'-0-SCALE DWG's ON"Cl RIGHT" SEE I'-0-SCALE DWG's ON"C2 LEFT' SEE I.-o"SCALE DWG's ON*A* SEEV4'=I'-0-SCALE DWG's ON"CI RIGHT' 01, ,,fi I V.'l 1A SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. BASEMENT FLOOR PLAN SECOND FLOOR PLAN SCALE:1/8"s 1'-0' SCALE:1/8*-V-10" Z Z MA so E a cc D V 00 UA C co �c '07-0' 0 0 C', u-W > . . <— V ch: 25-10" 57--:tV2' ma 0 - , 09 r- u sv 9=1 u z or ol lc� Ar Ll I EHI T.O.SUBFLOOR 2 -—-—-—-—-—-—-—-— —-—-—-—-—-—-—-—-—- -—-—- lk T O.SUBFLOOR --_I-----------—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— -—-—-— 2 Pal ®®® ® ® ® "! ®®® ®®®1 ®® DOC-" JhT.O.SUBFLOOR l z /IkL ti1- 1 T,O SUBFLOOR 0 —-—-—-—-—-—- -------------------------jl------------------------r - >u- ----- --------------- IL dL — J: T7 - I L - j - - L—J I r---------- 0—T—M—T—fl W+LU J, SLAB C) -—-—-—-—-—-—- SLAB I —-—-—-—-—-—-—-—-— L -—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-- -—-—-—-—-— C**4 s --- ------ —-—-—-—-—-—- ----------j-------------- L------------�j r-------- s r;----Z-------r--------------------------------------------------------------- I L------------------- L--------------L--------------------------------------------------------------- Cl UNIT TYPE'C2 LEFT'� 088 UNIT TYPE W 089 �UNIT TYPE*CI RIGHT.) 090 UNIT TYPE"C2 LEFT) 088 z CN 0 CN NOTE: NOTE: NOTE:Y, NOTE: < C*4 SEE "=1'-0*SCALE DWG's ON'C2 LEFT' SEE 1'-0'SCALE DWG's ON"A" SEE X"=1'-0"SCALE DWG's ON"Cl RIGHT" SEEY,.'=1'-0"SCALE DWG*S ON"C2 LEFT" L_ SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. > LLJ Lu 42 FRONT ELEVATION LEFT ELEVATION SCALE:I/O"=1'-0* 0 Q z < 0 I.— x CL Lu Od ul u _j < LLJ u < 0 102-0" 36--7 25-10" 54'-:IY2 ® ® j fm Aj5Mj�fljWjMjHJ IMIEn EO ElEll 0 2 JkT 0 SUBFLOOR -—-—-—-—-—-—-—-—-—-—-—-—-—- T.O.SUBFLOOR -—----—-—-—- > z 01,1111 2 111v uj FM T.O.SUBFLOOR fill JhT 0.SUBFLOOR J __j � -- L u "u" )u u — i , I I I j L- L-II --------- —if IL rfm L J IT If t:tj II-t", I S T.0 SLAB j IO ------------------ ------ ------ S Jh T.O.SLAB -----------------------------------------------------------------Z Tj r ------------ L------------------------------------- --------------------- t-------------------L-------------- ------------------------------------------------ -----------------r L------------------------------------------------------------L-------------I (UNIT TYPE'Cl RIGHT* Sf UNIT TYPE W 089 UNIT TYPE-C2 LEFT- 088 (UNIT TYPE'Cl RIGHT-) NOTE: NOTE: NOTE: NOTE: SEE Yl."=1'-0"SCALE DWG's ON"Cl RIGHT" SEEY,.*=1'-0"SCALE DWG's ON W SEE Yt."=1'-0'SCALE DWG's ON"C2 LEFT" SEEM."=1'-0"SCALE DWG's ON'Cl RIGHT' SET FOR ADDITIONAL INFO. 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REAR ELEVATION U2 SCALE: 1/8'm V-0' RIGHT ELEVATION SCALE:1/8"=1'-0* O 11:0000ow z ti KIN FIEL EVELOPMENT DRAWING LIST U NIT "A" 15 JASMINE LANE AO.o SPECIFICATIONS � A0.1 ARCHITECTURAL SITE PLAN 129025 1 1 .59 A1.o FLOOR PLANS • � A1.1 FLOOR PLANS A2.0 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.o WALL SECTIONS & DETAILS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS 50.0 FOUNDATION PLAN SC RYE BROOK PARTNERS, LLC so.7 DETAILS 5 International Drive, Suite 114 so.2 DETAILS Rye Brook, NY 10573 50.3 GENERAL NOTES 51.0 FIRST FLOOR FRAMING S1.1 DETAILS 52.0 SECOND FLOOR/ ROOF FRAMING S3.0 SHEARWALL PLANS NYS Uniform Fire Prevention 8 Uniform Building Code: 2020 Building Code of New York State E-0 ELECTRICAL LEGENDS NOTES SCHEDULES, DIAGRAM 2020 Residential Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 Fire Code of New York State E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2020 Energy Conservation Code of New York State 2020 Plumbing Code of New York State P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS 2020 Mechanical Code of New York State P-1 PLUMBING BASEMENT FLOOR PLANS 2020 Fuel Gas Code of New York State p-2 PLUMBING FIRST & SECOND FLOOR PLANS 2020 National Electrical Code P-3 PLUMBING ROOF PLAN 2017 ICC 117.1 Accessible 8 Usable Building and Facilities Project criteria: M-0 HVAC MECHANICAL, NOTES, SCHEDULES M-1 HVAC BASEMENT FLOOR PLANS Use Group: R-2 Construction Type: 5B M-2 HVAC FIRST 8� SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN Area: 3,200 sq.it. Volume: 28,023 cu.ft. 7 Thurston Avenue Structural Consultant Newport, RI 02840 Camera/O'neill Engineers CordtsenDesign.com 177 Black Point Lane 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant James A. Koppenhaver 304 Logan Avenue C O R D T S E N Wyomissing, PA 09610 DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I. ALL CODES HAVING uURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT. 1. FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT ACI BULLDhVGPAPER.ASPHALT SA'URATED FELT,ASTM D-226,TYPE 1,15#OR TYVEK HOUSEWRAP MANUr.BY I,VSRWG/OGT.SWI.'V&GLIDING GLASS DOOR&I%'PA\'ELS WITH CLEAR Ve INSULATED,ARGON FILED.LOW-E, SHOWER HEAD TO TILE OR SHOWER SURROUND INCLDING ALL APPLICABLE STATE,CITY AND COUNTY 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 INSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF UNITS SHOW MUNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX 8 CLOTHES DRYER EXHAUST BOX SEALED TO GWB LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SIDE OF GLASS,ALIGNING AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION 8 THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL BUILT-IN CABINETS TO GWB BITLiM/L1'OLCSME,{{BRAVE:GRACE,ICE 8 WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET 44< CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN LOGE REQUIREMENTS AND THE CONSTRICTION DRAWINGS). UNDERLAYMEN-.SEE ROOFING SPEC.FOR MORE INFORMATION. DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%'MUNTIN WIDTH TYPICAL,UNLESS STAIRWAYS IN CONTACT WITH EXT.WALL SEALED AT GWB DOCUMENTS TO THE ATTENTION OF THE ARCHITECT.SUBMIT COPIES OF INSPECTION REPORTS,NOTICES,ETC. LI IT,VATEDVENEERLVMBER(LVI,I:COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE OTHERWISE NOTED.PAINT WOOD MLNTINS USED ON INTERIOR,EXTRUDED ALUMINUM USED ON EXTERIOR;USE FIREPLACE BOX TO GWB TO OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS. COMBUSTION AIR SUPPLY DUCTS AND PIES TO GWB FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL LNTTtFDOOR:W."INSULATED FIBERGLASS BY JELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB 2. DETAILS AND SECTIONS CV THE DRAWINGS ARE SHOWN AT SPEC FIC LOCATIONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAfCEN'0 PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL ENGINEER AND IN ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-UP LVL BEAMS TO BE SIDELITES AS SHOWN ON THE DRAWINGS.MEET TEE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283. KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB T v WATER RESISTANCE:ASTM E331,ACOUSTICAL PERFORMANCE:ASTM E413-70T�STC 2B,THERMAL TRANSMISSION: GENERAL REQUIREMENTS THROUGHOUT.DETAILS NOTED"TYPICAL'IMPLY ALL CONDITIONS TREATED ATTENTION PAID TO FOOTINGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING FRAMED USING HEAVY DUTY(3 GA)SI PSON CONNECTORS,DOUGLAS FIR VENEER LAYERS OF)W TOYe'THICK, ELECTRICA-BOXES&CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS-0 BE MODE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. THE BUILDING. ADHERED CONTINUOUSLY.WATERPROOF ADHESIVE,ASTM D-2559-76.F8=2800 PSI,E=2,000,000 PSI.STAMPED WITH P.-15.49(CSISTAATED). GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123, IFINDOIYr MANUFACTURER MARVIN IN?EGR17Y WOOD-ULTREX.SHALL HAVE INTERIOR FACTORY-PRIMED WOOD WITH OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND INSTALL 12" AIR SEALING MATERIALS-USE A COMBINATION OF THE FOLLOWING: (p) - 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SOIL.BEARING CAPACIT"OF 4003 PSI FOR FOOTINGS& PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRMT.DWG'S. GRACE'VYCOR PLUS'.OR EQUAL,AT HEADS.JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS;APPLY DIRECTLY TO CAULK-SEALS GAPS LESS THANY'WIDE SUITABLE FOR THE INTENDED USE OF THE OWNER.ANYTHING NOT EXPRESSLY SET FORTH,BuT WHICH IS FOUNDATION WALLS,3000 PSI FOR SLABS, PAR.4LL4MP.4RALLELSMANDLUAIBER(PSL):COMPLY WITH THE INSTRUCTION AND RECa"MENDA-IONS OF THE SHEATHING,PRIOR TO INSTALLING WINDOW.PROVIDE 8 INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY POAY-FILLS LARGE GAPS AND SMALL HOLES Z Z W j o E O' REASOINABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT,SHALL 13E INCLUDED. MANLFACTu RER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COASTAL ENVIRONMENT,SAL'WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION 8 BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED IN-O GAPS �++0°C c co u v FABRICATION OF TILE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER ILEVEL.MODULUS OF ELASTICITY FOR FINISH OF HARDWARE&WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDERING.UNITS TO HAVE CLEAR INSULATED, "'-> >o c o: 5. COORDINATE UNDER-SLAB AND THROUGH-WALL.PLUMBING,DRAINAGE AND OTHER RE-ATED WORK. GASKETS ,_y�.. >_ rn BEAMS SHALL BE 1.016.535 PSI,COLUMNS SHALL BE 914,880 PSI.Fe BEAMS SHALL BE 2,900 PSI.COLUT"NS 2.400 ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY M •-.. 4. AL_DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL.DIMENSIONS,LOCATE BUILDING WRAP-INSTALLED OVER EXT.SHEATHING.SEALED WITH TAPE AT JOINTS C W V PSI.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS VOTED GLASS W-IERE REQUIRED BY STATE CODE.ALL OPERABLE UNITS SHALL HAVE INTEGRAL SCREENS.IF UNITS SHOW ,� �G u+ o t p o DEPRESSED SLABS,SLOPES,DRAINS,OUTLETS,RECESSED REGLETS,BOLT SETTINGS,SLEEVES,ETC. 6. CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COCl2DINNATE WITH SHEET GOODS-WOOD SHEATHING,GYPSUM.WALL BOARD,RIGID INSULATION,TAPED EDGES 0 �- �E c v STRUCT.DWG'S. MUNTINS ON EXTERIOR ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SIDE OF SHEET METAL-EDGES CAULKED rJ = t 3 4) S. THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORMS:FORM MATERIALS TO CONFORM TO ACI 347,PS-7L. PARALLAM PLL'SPARALLELSTlt4AD LUMBER(PSL PLUS).COMPLY WITH THE INSTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETIVEEN THE TWO PANES OF GLASS.i�'MINTIN WIDTH POLYETHYLENE PLASTIC-EDGES AND PENETRATIONS TAPED AND SEALED V ~4) v DETERIORA-iCN OR DAMAGE. REINFORCBVGBARS:DEFORMED STEEL.ASTM A-615,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION TYPICAL,UNLESS OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR,EXTRUDED ALl1MINU`^USED ON ti CH r`Z DOCUMENTS.PLUS PSL OR USE IN WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREAT ED EXTERIOR;USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRACTOR HAS THE OPTION TO HAVE NEAT ERSTRIPPiNG-SEAL.MOVEABLE COMPONENTS SUL AS DOORS,WINDOWS,ETC. � U REINFORCING MESH:WELDED STEEL WIRE FABRIC,ASTM A-185. ,. � THE WINDOWS DELIVERED WITH THE EXTENSION JAMBS NOT INSTALLED,TO MAKE IT EASIER TO INSTALL INTERIOR MASTIC-SEALS AIR HANDLERS.DUCT CONNECTIONS AND JOINTS Q 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PRCCEDURES, CF.VMW.•PORTLAND CEMENT,ASTM C-♦50.TYPE 1 OR II. PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.T.r- F ;A 181 OR FOIL FACED TAPE-TEMPORARY SEALS AIR DAWDLER,DUCTS-NOT ACCEPTABLE DESIGN AND FABRICATION OF THE PSL SHALL BE AS I MANUFACTURED BY WEYERHAEJSER ILEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT, OR REVIEW. TECHNIQUES,OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH T-E RATER.CLEAN,POTABLE AND NOS,-DETRIMENTAL TO CONCRETE. BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED W CONTRACT OVERHE4DDOOR: SELECTED BY OWNER.PRIME 8 PAINT ALL SIDES.PROVIDE SHOP DRAWINGS TO ARCHITECT, DRAWINGS OR THE REQUIRED CODES. AGGREGATE:FINE AND COARSE,NORMAL WEIGHT AGGREGATES,ASTM C-M. DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT. FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER.. ACOUSTIC SEALING GUIDELINES ADMIXTURES AIR-ENTRAINED TYPE,ASTM C-260 AND WATER REDUCING TYPE A,ASTM C-49L.ALL CONCRETE DWG'S. FINISH CARPENTRY AND MILLWORK I. AIR-BORNE SOUND:WALLS.PARTITIONS AND FLOOR'CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM �_ C 0 FREEZING&THAWING 7, CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR Al,.NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED T :69'o-B. T1 FIC1L£XTERIOR WALL:2x6 WOOD STUDS @ 16'O.c..UNLESS OTHERWISE NOTED EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING CF a.OTHER CONCRETE:240-4w.o 0 F FIRNISH AND INSTAL THE FOLLOWING: NOT LESS THAN 50(45 FIELD TESTED)FOR AIR-BORNE NOISE. WORK.SUBMIT COPIES TO OWNER AND ARCHITECT. CMONCRETEAIIX:CONCRETE READY MIX ASTM C-94.3000&ROOD PSI COMPRESSIVE AT 28 DAYS. nPIC4L INTERIOR WALL:2x4 WOOD STUDS @ 16"O.C.,UNLESS OTHERWISE NOTED c NOTE.•NO INTERIOR FINISH WORK IS TO BE STARTED LN71L A WATER-TIGHT SHELL IS ACHIEVED. AMR BARRIER:LOCATE PER DRAWINGS.10 MIL POLYETHYLENE,ASTM D-2103. [NI ERIOR TRIM,SELECTED BY OWNER. III 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE PREFORMEDJOIIVTFMIER.Y'ASPHALT IMPREGNATED FLEXICELl. THERMAL AND MOISTURE PROTECTION CLO4ETSHELVINGR BARS:SELECTED BY OWNER. 2.STRUCTURE-BORNE NOISE:BOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR >k PRO ECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT IS DOV'ETA1LAt1'CHORSLOTS:22 GA GALVANIZED STEEL. I. FURNISH AND INSTALL THE FOLLOWING: GLASSSHOWEREVCLOSURE�BATHbiIRRORS:SEIFCTED BY OWNER. FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS(IIC)RATING OF NOT.LESS THAN 50 REQUIRED TO BE ON SITE DURING ANY CONSTRUCTION ACTIVITY.INCLUDING WORK BEING DONE BY FLASIILVGREGLETS.GALVANIZED STEEL. 1UTCHE.NA BATH CABINETYC`OCWTERS.SELECTED BY OWNER. (45 FIELD TESTED)FOR STRLCTURE-80RNE NOISE. SUBCONTRACTORS.IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOUNDATION WALL FINISH:AS CAST WITH THE FINS REMOVED,HOLES AND HCNEYCOMBING FILLED 6 FLUSH CUT 2. THE FOLLOWING SPECIFICATION SHALL GOVERN WI--MODIFICATIONS AS SPECIFIED HEREIN-ASHRAE HANDBOOK MTCIEIV&H4THPLEWIRLNGFATEXUAAPPLL-L'YM.SELECTED BY OWNER. SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORM(CONSTRUCTED FOR COMPLIANCE WITH THE TIES.RUB WITH CONCRETE BRICK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL FIXTURES SELECTED BY OWNER. 3.OPENNGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES.RECESSED CONTRACT DOCUMENTS. FLOOR SLABS(INTERIOR)FINISH.•SMOOTH,STEEL TROWEL FINISH. INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH'ARCHITECTURAL SHEET METAL MANUAL'BY DOOR HARDWARE_SELECTED BY OWNER. CABINETS,BATHTUBS,SOFFITS OR HEATING.VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,LINED AS REQUIRED. SMACNA. MEDICLVECABLVET.•MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(.MC).SELECTED BY OWNER. INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC RATING OF THE ASSEMBLY. 9. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCHORBOLTS.•Yz'DIAL(MIN.)PLACED 4'-0 O.C.(MAX.)INTERMEDIATE SPACING MINIMUM(2)BOLTS PER PLATE _ LVTHRIORSTAIRS PROVIDE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR SELF-SUPPORTING WOOD ATTENTION OF THE ARCHTECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE SECTION,12'MIN.FROM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 653/A 653M W1TH ZINC COATING OF 1.25 OZ.PER STAIRS.STAIRS SHAL_BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STAIR SELECTED L.FLOOR ASSEMBLIES THAT ARE CARPETED GENERALLY MEET THE MINIMUM IIC RMAREMENTS.FLOOR PROCEEDING WITH THE WORK.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SQ.FT.AND.20%COPPER BEARING,2A.GA.DESIGNATION G 90 HOT DIPPED GALVANIZED,MIL PHOSPHATIZED. BY OWNER. ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR VINYL GENERALLY REOUIRE ADDITIONAL ERRORS,DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS.OF WHICH THE CONTRACTOR FAILED STRUCTURAL STEEL BLUESIVNETERR4CE.EXTERIOR IYz BLUESTONE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ACOUSTICAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. I. FJRNISH AND INSTALL THE FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 8 4. NON-REINFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS&DETAILS.STONE TO BE SET IN V THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TENSILE STRENGTH:ASTM D-412,TEAR RESISTANCE: MORTAR BED ON CLI RED,SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR TO THEY SHALL OVERRIDE ANY DUPLICATE IiFORMATION PROVIDED OII ARCHITECTURAL DRAWINGS). ASTM 0-624.DIE C-ULTIMATE ELONGATION:ASTM D-412,LOW TEMP.BRITTLENESS:ASTM D-1149.OZONE ORDERING.PROVIDE CONSISTENTY"MORTAR JOINTS. -8 TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL 5.THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE DOB AGING:ASTM D-1149,HEAT AGING:ASTM 0-575. CONTROL AND EXPANSION JOINTS AS REQUIRED. FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK. STEEL SHAPE%PLATFSANDB4RS ASTM A-992,ASTM A-36. FJU7ERIOR DOOR.4ND if?NDOWC4SING:CELLULAR PVC.AZEK OR EOJAL.5/4 X6 JAMBS 8 HEADS W/`,,.SCOTIA INCREASE THE SOUND TRANSMISSION AT-HE HIGHER FREQUENCIES.THIS CAN HAVE A DETRIMENTAL EFFECT ON RECZANGULARSTLELTLBt COLUMAS.STRUCTURAL COLD-FORMED STEEL.ASTM A-500,GRADE B. 5. 16 OZ.COLD ROLLED.RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTAL RED COPPER WHERE &5/4 SLOPED CAP,2'HISTORIC SILL.FIE"_D CUT TO FIT THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUSTIC PERFORMANCE AND THE STC VALUE,PARTICUP-.ARLY FOR HIGHER ACOUSTICALLY BATED 11. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH,DEBRIS AND SHALL PROTECT COLD-FOR,ifEDMElAL FRAMING:C-SHAPED STEEL STUDS,LLB GA.ASTM A#.6. SOLDERED JOINTS&SEAMS ARE REQUIRED.INSTAL RED COPPER FLASHING AT ALL DRIP CAPS,DRIP EDGES AT DETAILS FOR SPECIFIC LOCATIONS OF EXTERIOR TRIM. SYSTEMS.FAILURE TO OBSERVE SPECIAL CONSTRUCTION PRECAUTIONS CAN REDUCE THE EFFECTIVENESS OF ALL ADJACENT WORK FROM DAMAGE,SOILING,PAINT OVERSPRAY.ETC.ALL FIXTURES,EQUIPMENT,GLAZING, STEEL PIPE.ASTM A-53 TYPE E OR S.GRADE B. RAKES RFD EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS,ABOVE EXTERIOR RUNNING TRIM,HEADS OF AILSC.EXTEVOR TRIAL•Ix THICK CELLULAR PVC,AZEK OR EQUAL.Ix CELLULAR PVC SHEET WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS. FLOORS.FTC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. ANCHOR BOLTS.-ASTM A-307. W,NDOWS AND DOOR CASINGS,SILL PAYS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN 11v,'.5,L THICK PVC SHALL 13E USED AT LOCATIONS'THAT ARE ADJACENT TO ANY WALL SIDING. BOLTS:ASTM A-325,Y,,.'DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT REQUIRED SIZE. 6.SYSTEMS SHALL BE AIRTIGHT.RECESSED WALL FIXTRRES SUCH AS vEDICINE CABINETS,OR ELECTRICAL. NOTE:AL FLASHINGS SHALL LAY SUCH THAT ALL,MAPS SHIED WATER,WITH PROPER OVERLAPS. .SELECTED BY OVINER C)12, $NGP DRAWINGS ARE REQUIRED FOR STRuCTUR/>_,MECHANICAL..ELECTRICAL AND SPEGALIZED 1NST.4LL4TIO/Yr COMELY WITH CURRENT RISC CODES AND SPECIFICATIONS AND WITH AWS STRUCTURAL WELDING ALWAYS EXTERIOR TELEPHONE,AND TELEVISION DEVICES,WIRING.SPRINKLER PIPES,ETC.,WHICH PENETRATE THE GYPSUM BOARD, WORK FROM LOW POINT TO HIGH POINT.WATER TIGHT,WEATHERPRCOF PERFORMANCE OF FLASHING AND EXTER10RPORCHaUJNGS/EAI L'SOFI-nS•Ix6 BEADBOARD CEJLULAR PVC,AZEK OP.EQUAL. CV CONSTRUCTION.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE CODE.AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECTIONS DETAILED IN SHALL NOT BE LOCATED BACK=0-BACK OR IN THE SAME STUD CAVITY.ANY OPENING FOR SUCH FIXTURES AND WITH THE DESIGN INTENT OF THE WORK.IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH ASC REQUIREMENTS FOR SIMPLE CONNECTIONS.CONNECTIONS SHALL BE BOLTED OR WELDED. SHEET METAL WORK IS REQUIRED.W:THOL,T RELYING ON SEALANTS. LA7ERIORCOLEWNCOPERS,HB&G PERMACAST FIBERGLASS FOR LOAD BEARING.HB&G PERMAWRAP CFLLJLAR FOR PIPPING OUTLETS SHALL BE CUT TO THE PROPER SIZE AND SEALED.ELECTRICAL DEVICES SHALL BE C) PVC FOR VON-GOAD BEARING,SEE EXT.ELEVATIONS FOR SIZE&STYLE. THE CONTRACTORS SHALL BE BOUND TO PERFORM N STRICT AN COMPLIANCE WITH THE MUFACTURE RS WELDINGEIBCTRODES:COMPLY WITH A14S FURNISH AND INSTALL THE FOLLOWING: LL DLI CLASS E-70 ELECTRODES. BACKPAINT METAL FLASHINGS WITH BITUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT W.TH INSTALLED IN FILL BOXES AND SEALED WITH A NON-HARDENING SEALANT,SUCH AS 3M BRAND FIRE BARRIER SPECIFICATIONS AND/OR RECOMMENDATIONS. PRIMER PAINT:TNEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE. CEMENTITIOUS MATERIALS OR DISSIMILAR METALS. GYPSUM WALL BOARD: MPP-4S MOLDABLE PUTTY PAD OR EQUAL. Z GALV.4NIZLVG.ASTM A-123. WATER RESLSTANT.Y2'1'APERIAI_GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. 0 � 13. ALL PRODUCTS MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODTS MUST BE STRICTLY OBSERVED.THE GROUT.'NON-SHRINK,NON-METALLIC PREMIXED GROUTING COMPOUND. 6, ALUMINUM GUTTERS.AND DOWNSPOUTS PER SMACNA.SEE DRAWINGS FOR LOCATIONS.GUTTERS:CONT. MEAAM7YPE';l`.%GYPSUM BOARD ON WALLS&CEILINGS CF GARAGE. 1.THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND CN WORDS OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EXECUTION.PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE 'OGEE'STYLE,4k.HIGH x 6'WIDE W/BRACKET HANGERS©18'O.C.DOWNSPOUTS:CON'T.234'x 4✓4'. VENEER PLASTER:ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANlitING AROUND THE ASSEMBLY AND THROUGH � - " UC PRODTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR.SERVICE CUTTING TORCHES IN THE FIELD FOR CORRECTING FABRICATION ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRAINS;REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRAINS. ACCORDANCE WITH ASTM C-587,C-754,C-844.FINISH OF PLASTER ON WALLS AND CEILINGS SHALL BE SMOOTH ASSE IBLY PENETRATIONS.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q C3 fy FOR THREE YEARS.USE EXPERIENCED INSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT. T04I CIf-UPPAIAT.•IMMEDIATELY AFTER ERECTION.CLEAN FIELD WELDS,BOLTED CONNECTIONS AND ABRADED &READY FOR PAINT. THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR (} U L DELIVER,HANDLE,STORE,AND INS-A MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AREAS OF THE SHOP PAINT.APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7. ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB,CONFORMING TO U.L.CLASS'A ACCESSORIES:FIBERGLASS MESH JOINT REINFORCEMENT.GALVANIZED STEEL CORNER BEADS.VINYL"J' SURFACES WHERE PERIMETER RELIEF IS RFGuIRED.THE SPACING AND NUMBER OF MFCHANNICAL FASTENERS IS v (/) PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER FIRE RESISTANCE.U.L.WIND RESISTANCE ASTM D3462&ASTM D3018 TYPE I WITH A MIN.30 YEAR MAWUx. CHANNEL.CASING BEADS,CONTROL JOINTS.-ETC.AS NEEDED. ALSO OF GREAT IMPORTANCE IN ACHIEVING A LISTED STC OR IIC RATING. LL O a) It.. ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS IN GALVANIZED MEMBERS. WARRANTY.COLOR AS SELECTED BY ARCHITEC7.SHINGLES SHALL BE INSTALLED PER MANUFACTURERS CERA;NICTILE.CERAMIC TILE.MARBLt.TILE&ACCESSORIES COMPLYING WITF•TILE COUNCIL OF NORTH AMERICA % INSTRUCTIONS.PRIOR TO INSTALLING SHINGLES,INSTALL GRACE"ICE 8 WATER SHIELD'OR APPROVED EQUAL, SELECTED () } } DOCUMENTS SHALL BE THE LATEST EDITION. QU4LlTYC0MWOL•INSPECTION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH AIM'S STRUCTURAL WELDING INC.IN COLORS AND PATTERNS S_L_CTU BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE S.PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO BE EFFECTIVE FOR THE LIFE OF THE BUILDING.SEALANTS W i- Q SELF-ADHERED•NRUBBERIZED ASPHALT SHEET UNDERLAYMENNT AT ALL RIDGES,EAVES,RAKES,VALLEYS,HIPS, APPROVED MANIFACTIRER.MANUFACTlRER TO BE AMERICAN GLEAN FOR CERAMIC TILE AND MARBLE TECHNICS CODE."INSPECTION!OF FIELD ASSEMBLED BOLTED CONNECTIONS SHALL 6E IN ACCORDANCE WITH SECTION 6.A1SC. MUST BE RESILIENT AND NON-HA32)EN;NG.STANDARD WEATHER CAULKING 15 UNSATISFACTORY AS AN Z O Q) ROOF-TO-WALL INTERSECTIONS,AROUND ALL ROOF PROJECTIONS.AND ENTIRE ROOFS THAT ARE FLATTER LTD.FOR'MARBLE TILE OR EQUAL.INSTALL IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN 15. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ ROUGH CARPENTRYT E ACOUSTICAL SEALANT SINCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT IS CRITICAL.THE O V) Z V) THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL'ICE&WATER SHIELD'FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF AMERICA'HANDBOOK FOR CERAMIC TILE INSTALLATION AND MANUFACTURERS ENGINEER. ROOF TO MINIMUM 2L'INSIDE THE EXTERIOR WALL L.INE. INSTALL PER MANUF.INSTRUCTIONS. INSTALLATION INSTRUCTIONS.ALL WALL&CEILING TILE TO BE INSTALLED ONY{REIN.CEMENTITIOUS BOARD. PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE SIDE OF AN ASSEMBLY AND THE P 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODE MODIFICATIONS AS OTHER,WHICH REDUCES THE POTENTIAL FOR FLANKING NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS HARDWOODI'LOOR:PRE-FINISHED AND INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE TSG SPECIFIED HEREIN: w LULL 16. CONTRACTOR SHALL PROVIDE.PAY FOR AND MAINTAIN,BUT N A.A.IER'CAN INSTITUTE OF TIMBER CONSTRUCTION,:STANDARDS MANUAL NOT BE LIMITED TO,THE FOLLOWING SERVICES M 8, WALL SIDING SHAL,BE HORIZONTAL"i-IARDIE PLANK LAP SIDING WITH 5'S.'EXPOSURE.COLOR AND TYPE SHALL I'x2'OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A MINIMuMYe'GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL U _J Lyj DURING CONSTRUCTION:POWER,METERING,TELEPHONE,FAX,CONSTRUCTION EQUIPMENT,DEWATERING AND B. NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION BE SELECTED BY ARCHITECT. INSTALL OVER 15#BUILDING PAPER OR TYVEK HOUSEWRAP.INSTAL PEP. VINYLSHEET FLOOR:COMPLIES WITH FEDERAL STANDARD:PS L-F-475,TYPE 11.GRADE'A'.THICKNESS.080, AND ALSO AT THE SURFUOOR.SEA!.ANT SHOULD BE APPLIED TO FILL THE PERIMETER GAP BETWEEN THE w Q Q PUMPING,HEATING,LIGHTING AND ACCESS.CONTRACTOR SHALL PROVIDE,BUT NOT BE LIMITED TO,THE C. SOUTHERN PINE INSPECTION BUREAU:STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER MANUFACTuRERS INSTRUCTIONS. SHEET WIDTH 6'-0'.INSTALLED PER MANL>FACTU.4ERS INSTRUCTIONS.,MATERIAL 70 BE T&G I'x2'OR AS SELECTED GYPSUM WALL.BOARD AND THE SLRROU1DING FLOOR.WALL AND CEILING COMPONENTS.CAULKING SHOULD NOT 0 N 0 FOLLOWING SECURITY AND PROTECTION-FIRE EXTINGUISHERS,BUILDING ENCLOSURE AND LOCK•UF, D. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SILL.PATE OR RUNNER TRACK OF A WALL ASSEMBLY, ENVIRONMENTAL PROTECTION,PEST CONTROL.SNOW AND ICE REMOVAL.CONTRACTOR SHAL_PROVIDE (TPI-74). 9. INSTALL-WATERPROOFING 8 PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE RFSZUENTnOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. SANITARY FACILITIES,DRINKING WATER,CLEANING AND RUBBISH DISPOSAL. E. AMERICAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOOD FOR FLOORS,PLIiW000 SHEATHING FOR WALLS AND FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385. CARP£TFLOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. 9.INSULATION INDICATED TO BE PROVIDED IN A WALL ASSEMBLY SHALL BE THE SAM=DFP-',4 AS THE WALL STUD ROOFS INSTAL ONLY AFTER ALL SUBSTRATE.AND PENETRATION WORK IS COMPLETE,FCR CONTINUOUS SEAL. PAINT:INSTALLED PER MANUFACTURERS INSTRJCTICNS.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE F F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUFACTURERS INSTRUCTIONS. F RIMING.UNLESS OTHERWISE REQUIRED BY CODE,REGULAR IN-FACED GLASS FIBER OR MINERAL WOOL 17. CONTRACTOR SHALL PROVIDE THE FOLLOWING,PRIOR TO SUBSTANTIAL COMPLETION:FLINCH LIST, (1)PRIMER COAT AND(2)FINISH COATS.EXCEPT COLOR COORDINATED FAC T ORY FINISH SURFACES.TOP&BOTTOM O OF ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINTING.APPLICATION MAY BE INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSULATION.A5 THIS WILL REDl10E THE ACOUSTICAL- SUPPCRTING DOCUMENTATION,WARRANTIES.CERTIFICATIONS,OCCUPANCY PERMIT,STAR? AND TESTING OF 2• ALL STRUCTURAL LUMBER SHA,`BE STAMPED IN ACCORDANCE WITH T tE AMERICAN INSTITUTE OF TIMBER 10. SINGLE PLY EPDM MEMBRANE ROOFING,60 MILS THICK,Fu_l-Y ADHERED,SURE-SEA-DESIGN A.BY CARLISLE OR BY BRUSH,ROLLER OR BY SPRAY IF PAINT IS FORMUALTED FOR SPRAY APPLICATION.INTERIOR PAINT SHALL BE ''ERFORMANCE OF THE ASSEMBLY. BUILDING SYSTEMS.CHANGE OVER OF LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS*CONSTRUCTICN MANUAL.' APPROVED EQUAL.INSTALL PER MANUFACTURERS INSTRUCTIONS. MA-B.OR APPROVED EQUAL.READY-MIXED PAINT SHALL NOT BE THINNED,EXCEPT AS PERMITTED IN THE FOLLOWING,PRIOR TO FINAL ACCEPTANCE:FINAL PAYMENT REOJEST WITH SUPPORTING AFFIDAVITS AND T T„ 10.RESILIENT METAL COMPONENTS:RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT APPLICATION INSTRJC IONS.COLORS TO BE SELECTED BY E OWNER CONSULT WITH PAINT MANUFACTURER FOR 1; 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM LVL AND PARALI AM PSL PRODUCTS c PROPER PAINT AND PRIMER TO BE USED ON CELLULAR PVC.ALL NAIL HOLES&ROUGH FINISHED WOOD TO BE FILL ED CHANNELS POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THEY CONNECT,WHILE t 3 COMPLETED PUNCH LIST. II. FLEXIBLE,ID096 WATER-BLOWN.OPEN 8 CLOSED CELL POLYISOCYANATE SPRAY FOAM INSULATION.FIBERGLASS BY WEYERHAUSER.PRODUCTS 8V OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE BATT INSULATION,DEPTH DETERMINED BY STUD OR OAST. INSTAL JUST BEFORE GYPSUM BOARD AND AFTER P PROVIDING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN IV THE.INSTALLA?AN OF ^, STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COATS. � W SITE WORK ROUGH ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPECIALTIES.KITCHEN ACCESSORIES,BATH ACCESSORIES,FIREPLACE HARDWARE&MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CHANNELS IS THE LENGTH of THE FASTENER AND THE PLACEMENT OF THE a W I. PERFORM ALL WORK IN THIS SECT ON IN CONFORMANCE WITH THE FINAL SOILS COMPACTION.GEOLOGICAL 4. DESIGN,FABRICATION AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN GYPSUM BOARD INSTALLED PRIOR TO SPRAYING.INSTALL THE FOLLOWING PER MAJNuFACTIRERS INSTRUCTIONS: SCHEDULE AND SPECIFICATIONS.ALL ITEMS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER.THE FASTENER S140LJ D NOT EXTEND INTO THE STUD OR JOIST,THUS SHORTING OUT THE t, Z REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: £X7ERIOR WALLS.R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SN'STEM.AN EFFECTIVE INSTALLATION TECHNIQUE IS TO PLACE SCREWS ONLY BETWEEN m ` ABSENCE OF THE NECESSARY SUBSULRFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOULS A. SUPPLEMENT TO ENGINEERING BULLETIN*SE-266,DATED 44"O OF AS.DIVISION FHA 1-4-61. ROOFS;EXPOSED CEILIX"CANTILEfERS,OVERHANGS:R-38 OPEN CFL 'A'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STUDS OR JOISTS.THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND THUS A MIMML;MX4' � E B. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS REPORT#17414.5,DATED 9-6-86. BARRIER. I THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AIR INFILTRATION.THE SEALING T c T ENGINEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF TH S WORK TO THE ARCHITECT.IF A CLEARANCE BETWEEN I.AND THE ADJACENT ASSEMBLY IS REQUIR-�. HE RESILIENT CHANNEL SHALL BE O DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR SHALL NOT PLACE C. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.O.I.70. B.LVDAOISTS.R-21 OPEN CELL SPRAY FOAM. METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION, INSTALLED PER MANUFACTURERS INSTALLATION INSTRUC-IONS. 2 A RIMJOISTS R-38 CLOSED CELL SPRAY FOAM. E - O V FOUNDATIONS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT/ENGINEER. 5. FOR TRUSS CHORD AND WEB MEMBERS.PROVIDE DIMENSION LUMBER OF ANY SPECIES,GRACED VISUALLY OR GARAGE CEILING:R-30 OPEN CELL SPRAY FOAM. > '^ MECHANICALLY,AND CAPABLE OF SUPPORTING REQUIRED LOADS W'THWT EXCEEDING ALLOWABLE DESIGN 2. OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MA-ERIALS OR I.PIPES AND ELECTRICAL CONDUI-S SHALT_BE CONCENTRICALLY PLACED WITHIN THE WALL.AND FLOOR/CEILING `�: PARn'SEPARATIOV HALL.3)z"FIBERGLASS BATT ATTENUATION. CLOSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATIONS. i�n•�I�1 2. PRESUMPTIVE SOIL BEARING CAPACITY IS ROOD PSF ON UNDISTURBED SOIL.ALL CONCRETE FOOTINGS SMALL VALUES ACCORDING TO AFBPA'S'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION'AND ITS F��p;ROCK WOOL OR THERMAL FIBER TO ACHIEVE RATING. L ASSEMELIES,UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. � W BEAR ON UNDISTLRBED SOIL OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3'-6'BELOW FINISH WPLEMENT'. JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE GARAGESEPARATIONWALL:R-21 FIBERGLASS BATT. j - a) GRADE(MIN.) UNFGNISHELYFINLSHEDBASD►fENTSEPARATIONWALL:R-I5 FIBERGLASS BATT. VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 12.REFER TO OTHER DRAWINGS.DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO WALL V`J 6. FOR DESIGN LOADS REFER TO STRUCTURAL.DRAWINGS. L'NFIYLSHEDB.4SEilEATCEIIING.R-30 FIBERGLASS BATT. MATERIALS SHALL ALLOW FOR EXPANS ON AND CONTRACTION OF THE CONSTRUCTION MATERIALS. AND FLOOR/CEILING ASSEMBLIES. u /_ ' 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE P Y F FLVOWDB4SEMENTCELLIING.-R-30 OPEN CELL SPRAY FOAM. � a. Lo 7 UNLESS OTHERWISE NOTED,FLOORS STEM SHALL CONSIST OF PRE-ENGINEERED LOOK TRUSSES DESIGNED BY ^' p FLVISHED PERMEIER BASEMENT WALL:RAL CLOSED CELL SPRAY FOAM. 3. OUTDOOR AIR INTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 13.THE FOLLOWING I T EMS SHALL BE CAULKED.GASKETED,OR OTHERWISE ACOUSTICALLY TREATED.WHERE % `�1 HORZONTAL DISTANCE FROM THE NEAREST EDGE OF-HE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EM LOYED BY THIE TRUSS FABRICATOR TO CARRY THE LOADS x INDICATED OV DRAWINGS WITHIN PARAMETERS LISTED. MGDSILL:FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MUDSILLS AND CONCRETE FOUNDATION WALL. WITH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT DWELLING UNIT SEPARATION WALLS,CORRIDOR WALLS,AND FLOOR/CEI_NN1G ASSEMBLIES. z • 4. ALL BACKFILL AT STRUCTURES,SLABS.STEPS AND PAVEMENTS SHALL 8=CLEAR GRANULAR FILL.PLACE IN DOORSANDWINDOWS.CONTINJOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO CFM PER SQUARE FORT WHEN TESTED IN ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED T T 8. SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROPOSED FRAMING.NOTE:DO'NOT FILL ENTIRE VOID,TO PREVENT FRAME DISTORTION.APPLY MINIMUM?AMOUNT Or TO BE USED LN BUILDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. STAGGER 8 OVERLAP JOINTS IN`MULTI-LAYER GWB WALLS 8 CEILINGS o ^1 8 LAYERS AND COMPACT,0 9596 MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. CONSTRUCTION,SHALL BE SUBMIT ED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AIR SEAL GAP. a � r- BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. Y,°SEALANT JOINT AT GWB TO SUBFLOOR 8 CEILING AT DWELLING UNIT SEPARATION WALLS r DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED WITH T F, A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 12. JOINT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PRODUCTS AND Y,;SEALANT JOIN.AT GWB TO SUBFLOOR 8 CEILING,GWB TO DOOR FRAMES AT CORRIDOR WALLS I- �1 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN B. CALCULATIONS FOR LOAD DETERM,NATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) APPLICATIONS INDICATED AND TO'HE FOLLOWING SPECIFICATIONS:ELASTOMERIC SEALANT:ASTM C-926. SELF-CLOSING DEVICES. FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORRIDOR WALLS&SEAL AT BOTTOM OF DOOR o ANY DIRECTION.DEBRIS,ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS.PLACE IN 12"LAYERS AND AND/OR POINT LOADS. SOLVENT42ELEASE-CURING SEALANT:ASTM C-80L,LATEX SEALANT:ASTM C-790.ACOUSTICAL SEALANT: _ ELECTRICAL PANEL SHALL NOT BE LOCATED ON LINT SEPARATION OR CORRIDOR WALLS � 1) COMPACT TO 90%MAXIMUfl DENSITY IN ACCORDANCE WITH ASTM D-1557. c. TRUSS c0VFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS,REACTIONS AT SUPPORTS AND ASTM C-919 U.INCLUDE BACKER ROD AS!SEEDED.SEALANT SHALL PROVIDE PERMANENT,AhRT1GHT, 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHAL BE SEALED TO LIMIT AIR SEAL EXHAUST VENTILATION DUCT JOINTS AND SEAMS WITH MASTIC D STRESSES ON ALL MEMBERS INCLUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE. LEAKAGE BETWEEN CONDITIONEED AD UNCONDITIONED SPACES.RECESSED LUMINAIRES SHALL BE IC-RATED SEAL WIPING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS 6. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STOVE CAPABLE OF SUPPORTING AND LABELED AS MEETING ASTM E 285 FOR AIR TIGHTNESS.RECESSED LUMINAIRES SHALL BE SEALED WITH SEAL ELECTRICAL/CABLE/PHONE BOXES TO GWB WITH PUTTY PADS OR APPROVED EQUAL o 9. HANGERS.FRAMING ANCHORS AND FASTENERS:PROVIDE ANO INSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING. � E 3000 PSF. THE TYPE INDICATED AS REQUIRED.NAILS TO BE THOSE F:LRNISHED BY MANUFACTURER POR THE SPECIFIC SEAL WIRING INTO ELECTRICAL BOXES&RECESSED LIGHT HOUSING TO GWB 1. REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS: o (4USE.NA LS SHALL BE FULLY DRIVEN IN ALL HOLES IN'HE ANCHOR.MANUFACTURER TO BE'SIMPSON'OR PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING 7. BACKFILL SHALL BE BROUGHT JP EQUALLY ON EACH SIDE OF WALLS.DO NOT BACKFILL LNITIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. LMERWR TERS LABORATORIES,INC.:BUILDING MATERIALS DIRECTORY. 6. THE FOLLOWING SHALE BE CAULKED,GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR o a B. NATIONAL FIRE PROTECTION ASSOCIATION:PAMPHLET 88O STANDARD FOR FIRE DOORS AND WINDOWS.. F SEAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS CURED AND ARE PROPERLY BRACED. ANCHORS SHALL BE GA-VANIZED. T BARRIER MATERIAL.SUITABLE FILM OR SOLID MATERIAL.ROCK WOOL AND IBERGLASS BATT INSULATION ARE SEAL PLUMBING PIPE PENETRATIONS THROUGH GWB � �) C NATIONAL WOODWORK MANUFACTURERS ASSOCIATION:I.S 1078:WOOD FLUSH DOORS. NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL. T 10. ALL HEADERS AT BLARING CONDITIONS SHAM:BE SIZED AS SHOWN ON DRAWINGS. PROVIDE GYPSUM BASED lNOERLAYMENT BENEATH TUBS AND SHOWERS BEARING D. AIR LEAKAGE:ASTM E283. o Lo 8. REMOVE ALL EXISTING FOUNDATION WAILS AND FOOTINGS PRIOR TO CONSTRICTION OF NEW FOUNDATIONS. E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR 6 SHOWER ENCLOSURE TO SUBFLOOR AND WALL � r�AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION: II. ALL HEADERS AT NON-$FARING CONDITIONS SHALL BE SIZED AS INDICATED IN THE FOLLOWING TABLE,.kVLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL`MEET THE DIP.INF LTRAT ON STANDARDS OF THE 1972 SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND MJDSILL TO FOUNDATION&RIM JOIST TO MUDSILL&TOP PLATE TO RIM JOIST o 9. EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'4'BEYOND NEW FOOTING LINE. OTHERWISE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIA OF 1.57 LBS.PER PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS TO GWB w SOTT.&SHALL BE CERTIFIED AND LABELED. S:BFLOOR SHEATHING TO RIM JOIST BETWEEN CONDITIONED SPACES SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SJBFLOOR IIIIIIIIIIIIIIIIIIIIIIIIIII 10. THE 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. S`JB7_OOR SHEATHING T8G AND SQUARE EDGE JOINTS SEAL.RECESSED HEATERS(PTACS)TO GWB CONSTRJCTION.WHEN.NEW CONSTRUCTION IS COMPLETE,THE GENERAL CONTRACTOR SHALL REGRAI� LIP TO 4'-O' (2)2x6 4. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTIONS P L v > 4'-O'TO 6'-0" (2)2x8 INSULATE DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSE:BLIES d TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OP EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUI,'ABLE VEGETATION TO PREVENT SEAL HVAC AND VENTILATION GRILLES,INLETS AND'DIFFUSERS TO GWB 6'-0'TO 9'-0' (2)2x10 5. BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR&SHGC REOUIREMMENTS: DROPPED CEILINGS.SOFFITS AND CHASES o EROSION. SEAL KITCHEN AND BATH EXHAUST FAY HOUSING TO GWB o 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING FIXED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION U-FACTOR:O.L5,ENTRANCE DOOPS ATTIC KNEEWALLS AND JOIST CAVITIES UNDERSEAL CLOTHES WASHER VALVE/GRAIN BOX 8 DRYER EXHAUST ATTIC KNEEWALLS BOX SEALED TO GWB �a g 11. FURNISH AND INSTALL EROS ON CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS.THAT UNDER ALL POINT LOADS AND COLUMNS. U-FACTOR:0.77.SHGC IPF<0.2=0.40.SHGC 0.2<PIP<0.5=0 48.SHGC PF>0.57 0.6L TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRAINS TO SUBFLOOR SEAL BUILT-IN CABINETS TO GWB _ SKYLIGHTS:U-FACTOR 0.50&SHGC 4.40 MASONRRY FIREPLACE TO SUIBFLOCR ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM Ti E AREA ON FASTEN CEILING MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT CEILING � CD CONTRACTOR MUST INSTA_1.ALL WINDOWS AND DOORS PER MARLIN SPECIFICATIONS,WOOD-l!LTREX THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND.ALL AREAS SHOWN TO BE REGRADED.SCRAPE 13. FURNISH AND INSTALL THE FOLLOWING: T ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION I WALLS FASTEN WALL BASE MOLDING TO WALL ONLY:PROVIDE SEALANT JOINT AT FLOOR INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 IMTEGRI.Y OUTSWING FRENCH DOOR AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC&REGISTER BOOTS SEALED TO SUBFLOOR LIGHT FRA,MfLNGLUMBER:ALL TOP AND BOTTOM PLATES.WALL STIRS SHALL BE DOUG FIR LARCH STUD GRADE WOOD-UUTRF.X SERIES INSTALLATION INSTRUCTIONS DATED'-25-17 WINDOW ROUGH OPENING PREP&FLASHING PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE • t IN APPROVED LOCATION. OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDES,19%MAXIMUM METHOD A4 MEMBRANE DRAINAGE SYSTEM DATED 12-22-14. EXHAUST VENTILATION DUCT JOINTS 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 6 PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIALS:USE A COMBINATION OF THE FOLLOWING: 12. FURNISH AND INSTALL,IN Al. AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND MY AREAS INDICATED ON STANDARDS,AITC 105. WIRING INTO ELECTRICAL BOXES NON-HARDENING CAULK-SEALS GAPS LESS THANYp WIDE 'w° THE SITE PLAN,4'CLEAN LOAM AND GRASS SEED.COORDINATE WITH ALL OTHER SITE WORK. TREATED LUMBER:SOUTHERN YELLOW PINE.#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL PRF_HC7 GIN7ERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES E EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND.TO BE USED FOR EXT.WD. STANDARD ANSI/AHA 135.L-1982 AND NWWDAI.1-86.SEC 3.73(8).MANUFACTURER MASONITE CORP.OR ARCHITECT AIR SEAL THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION: BACKER ROD-CLOSED CELL FOAM OR RAPE CAULK PRESSED INTO GAPS , CD 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 >; 13. FURNIS..0 AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOTING. Y'SEALANT AT GWB TO SUBFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS GASKETS-NEOPRENE,RUBBER.FOAM 5� BLOCKING.4ND11AILERS DO'JG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE OWNER.FIRERATED.FURNISH AND INSTALL AT GARAGE-TD-HOUSE DOORS TO ACHIEVE 20 MIN.FIRE RATING: DOOR FRAMES&WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS q SURROUND PIPE WITH CRUSHED STONE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING,HANDRAILS,RAILINGS.BATHROOM ACCESSORIES.PROVIDE ACOUSTICAL SOUND MAT MEMBRANE INCLUDE GASKETS,THRESHOLDS,ETC.FOR 11 TESTED ASSEMBLY.DOORS SHALL SELF'-DLOSE. a ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL.FURNISH AND INSTALL DRAIN PIPE, FIRE-BLOCKING AS NECESSARY PER CODE. M TUB/SHOWER ENCLOSURE TO GWB GYPSUM BASED UNDERLAYMENT AT WOOD SUBFLOORS O CLEANOLITS.LTC.,AS NECESSARY&DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVIL DRAWINGS. EVTERIORDOOR:MANUFACTURER MARVIN INTEGRITY WOOD-LLTREX,SHALL HAVE INTERIOR FACTORY-PRIMED F PLYWOODSUBILOOlt APA RATED)',.'ADVANTEK.TONGUE AND GROOVE.GLUE&NAIL.ADHESIVES CONFORMING WOOD WITH FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE& ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SlBFL00R SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES E WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STAIRS SEALED WITH WEATHERSTRIPPING ON COVER INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL_ENVIRONMENT.SALT WATER SPRAY.VERIFY RESILIENT CHANNELS-DIETRICH RC DELUXE RCSD � ROOFSIg47TIING. APA RATED?8 EXTERIOR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATERWITH OWNER/ARCHITECT FOR SELECTION&FINISH OF HARDWARE 8 DOOR ALUMINUM PAINT COLOR PRIOR TO RECESSED LIGHT HOUSING TO GWB SOUND ISOLATION CLIPS USED WITH METAL FURRING CHANNELS Q THAN 24'0.c, RECESSED WALL HEATERS(PTACS)SEALED TO GWB tz ►HALL Sfi£,9THLNG.•APA RATEDY"COX PLYWOOD OR%`ORIENTED STRAND BOARD(OSB). ORDERING.VERIFY ACTIVE PANELS ON DO�I.E SWING DOORS.PRIOR TO ORDERING.PROVIDE SHOP DRAWINGS TO GYPSUM WALL BOARD(GWB) o ARCHITECT,FOR REVIEW. HVAC GRILLE AND DIFFUSER MID VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES u 0 h FLl 313.17 G312.42 G 311.25 G 311.83 FLl 307.67 G 306.92 52 55 FL1 297.17 FLl 301.67 G 300.92 G 305.75 G 306.33 54 53 C 1 FL1 294.67 G 296.42 G 299.75 G 300.33 C2 A FLl 292.67 G 293.33 & 57 56 C 1 23 25 SIGNAGE: FL1291.67 W/p XI- SALES OFFICE 4 W/p G 291.92 61 C2 A 21 X2-SALES PARKING-+ G 290.92 O O 59 C 1 19 X3-SALES PARKING F 63 i 62 C2 13 64 15 17 CLUSTER W X4-SALES PARKING pp R X5-SALES PARKING t B R 11 CLUSTER X X6-DO NOT ENTER 9 W CO 0 v X7-DO NOT ENTER BR y_ m o D L 5 7 CLUSTER Y H y p - O E o W U 3 CLUSTER 0 Ef5UCKLE LAN < �I 33 �G� „o �o 1 CLUSTER AA H -CC 19 1 L O FLl 313.17 U x t 3 CLUSTER SB M 17 Z D 32 G 312.42 a� C O I� CLUSTER C FL1 305.67 Z °C Z U gate to be � 15 B L G 304.92 locked at all h inhnk fence N O times 22 N m c 15 ZL 31 FL1312.17 Eel chainlink fence 18' FL 1 294.67 51 B R O tLR G 31 1.42 n gate 27 79 G 293.33 D O c F 5.67 20 N B L m13GFL1293.67 BR 92o5.92 C11 ZL 29 FL1311.17 G 292p92 1 D 9 ZR 28G 310.42 G 294.33 46 C1 305 225 305.92 n O NLI D V C2 NFL1 294.67 pR 7D ➢ 1 g m Z,T, c7 YL 27 FL1310.17 W/p O 18 p N H ^82 FLl 295.67 1 306.67 /q v+ rG 305.92 M Zp G 309.42 G 293.92 84 c 23 !'1 G 294.33 305.92 45 9 �0 5 ft 26' Z n Z rn H rn Z 305.92 C2 p r Z G 294.92 3 v 44 16 3 Z 25 FG 308 42 FLl 295.67 DR p ➢ C 1 � O N W/p 16 0 Z 21 5 v0 7 O G 304.42 1 t R 24 Z 86 p G 294.92 �*` o, C2 N m 14 note: j n FL1 305.17 maintain entire length of w FLl 296.67 n 40 42 international drive free H c 19 G 295.92 co C 1 n 5 A G 304.42 B L 85 304.92 r G from dirt&debris at all FL 1 296.17 O B L A W/p 87 14 A rn times �l/ \�/ owe G 295.42 v A 12 'm° G 303.83 L0 �\oc��eQ� Z O c 1 305.67 304.33 39 /O 3 3 C 41 NO TRESPASSING a0cnote: o\0`GOo`Go� OG 297.42 © C`, signs on all gates �0 �� c C.. FL1 297.67 91 17 Ge ro .a0c oVt FOR DIAGRAMMATIC PURPOSES LU CL DR 10 sales FF 306.50 tip s � �--- W/p 12 C2 4.33 O parking GsF ,� �0 oKy ONLY. REFER TO CIVIL C G 296.92 O FL1 298.17 G DRAWINGS FOR ALL RELATED i 89 G 297.42 0, SITE WORK. J G 0 15 A eGs A directional Q C const.sign LEGEND:1. V FL 298.17 BL G G 297.42 g ® -0 1 A- "A"UNIT 10 G v, 37 BL ,p ©1 BR-"B RIGHT"UNIT Q a) W/O 92 C� 90 FL 3.67 O BL-"B LEFT"UNIT 4- G 297.42 G 2.92 s CI-"C"UNIT,MASTER UP W _#__ Q r 13 F C2-"C"UNIT,MASTER DOWN O ��r b !9 DR-"D RIGHT"UNIT 0 = Z V) L G 296.42 n ti DL-"D LEFT"UNIT r 94 �0. a. O F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT U a. J NIT I 93 DR 8 �� 7 C 1 `G`ff 1 ZR-"Z REGHT°UUNIT W Q Q Q FL1298.17 11 C2 F n 36 O FL1303.17 W/p FL1 297.17 o q �p G 302.42 ZL-"Z LEFT"UNIT 0 N G 297.42 95 G 296.42 loco 301 42 A +stop sign C 1 W/O-WALKOUT 6 O 27 I 0 97 0 p`Gs 9 A G 295.83 FL1 302.17 35 C2 2 +stop sign flag man+ e A G 302.42 O �� G 300.83 '9 L 25 G 296.42 % �� C 1 96 F O O FL1 302.67 A 4 �'` _7 G 300.83 O 18 �O� C�Gfl� C G 301.92 LP 7 © C, p9 23 O FL1 297.17 98 G 293.42 C 1 GT!}, �,9 W/O Z 1� +stop si I 1Pe 'b a^)1 G 295.83 C2 2 �' O 16 F W 99 � 5 C2 FG 293.42 © A 21 B L � Z G 295.83 F 101 G 302.42 5 14 11 G 300.92 3 A G 292.83 C2 'PG O o FL 1 303.17 O O G 302.42 O 19 C 1 FLl 301.67 c _ C 1 10 00 6 12 C' G 300.92 0 0 LO 16'x5O' Itt \\c��0c G 302.42 C 1 � A 2 r- anti-tracking 1 .c I G 300.33 z w ^1 1 G 289.42 pad Gro O 10 O plG 17 00 G 301.92 A `r�F 13 FL 290.17 1 �� 18 `c�`0c G 289.83 post$pail to O C 1 z W/O C 1 gate o� nce FLl 302.67 8 15 `' N G 289.42 I 8 oc 78 F L 1 291.17 G 301.33 C2 G 289.83 (V G 288.83 104 A gate for construction C 1 10 14 G 298.42 FLl 288.67 105 '��' g 13 C 1 ,- 6 entrance&exit to be 1S 77 G 289.83 O unlocked&open Burin .J 0 W/O C2 �`�� construction activity Y.onl A FL1 291.67 G 287.92 G�JS at all other times this gate 13 C� 76 15 G 298.42 G 290.92 FL1 299.17 � 109 4 must be closed&locked C�lif7� 72 G 11 A 9 D L 'P�,t 1 1 G 291.83 n� `��` G 297.83 FL 1 293.17 N i B L G 291.83 C 1 16 ° 2 loq GO Q-�P 7blacktop,---' 9 70 G 292.42 FG 293.92 �o� e � Q J`'4 C2 Cl(/ C 1 69 co 9 0 S 106 STF 68 O lavender lane to 0 0 A 107 G 289.42 A R/ R// 7 A C 1 66 be paved 2nd 17 G 297.83 0 O M Al O s 5 BR week of 9/20 7 C2 3 FL1290.17 F l CIUST 3 11 FL1299.17 i I GGG C 1 G 2890 12 CIUSTF /V F ER GG 1 L 18 G 297.83 F R�✓ < 5 A o - _ - --�= T- C,�J 1 G 288.83 C 1 10 C CWSTER EE O G 298.42 D R 7s A 8 I�STER Nti C 1 19 S - -- ` 74 C2 Ct US TER FF 6 7 3 c �. 1 10 FL1 288.67 G 290•� CLUSTER DID Z w _ 21 C 1 � FLl 299.67 � FL1291.67 73 n G 2877..92 B p 2 G 298.42 <� O G 298.92 ., W/O f� 4 G 290.92 G 290.92 71 D L A q ! D R ®E= II i® ® ® ® TMM TMM O BR FLl2p9.17 22 �� 1 1 1 I FL1 MI p3.67 67 G 29O y y F11 { �`�`` G 292.92 F 1 9 65 C2 2 L W/O67 FL1 295.67 G 298.42 23 ° UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT G293.92 G29.2 0 0 A/C ,-A/C UN T5 ON 16,-EY2„ GONG.PAD CONC. WELL O DECK ABOVE a,_4, i N 5TEP5 8' --------- -�------------ -L---------- ------------------�- A/C � � / ♦ // � I � J l� I I ' 12"COLUMN ` •i� ' ' O ; 10"GONG. COVE P'5-� ; ; ;a 0'GONG. mi o oCD 1 5010TUt3E I 5° ; ;!n SONOTUBE I H >o c a FOOT NO I 1 _ 1 ,.0 FOOTING G au U < � �� I � 1 i i r------- tZ AL N_..$i 1 13-SY2 8Y2., - i I I - I I I'-4" I °L 0_ o o 0 �"I 1 V x 3 12 ---------------7----------------r; 1 cv �------J -------- ' I _ 24'x5b 1 1 - I I I - � -L °c U -------------65C�P----------- I B_UESTONE i _ A3.0 --------------------------- ----------- i - i h. - SLAB ! i } i (2)3660 DH 1 EGRESS , I_t 12 I ; '7'-23/4" 8 4" i i 5Y2° I IS'-4Y2" C. I t ' ----------- ------------------ I i I - ----- ----------------------- ------' I , 1 f--- 12'-2Y2 1 � I ----------------n.6t-DT 1-61BCV�r----------- ; L---------------------- ----------------- --- -- (5)2X6(TYP. } 1 I 2 1 2 2x4 5TJD II I i A3.0 ' A3.0 WALL 5EJ ; DETAILS I I I I I 11 I i I , I FINISHED ! I FINISHED A3.o 1 A I i i BASEMENT I ! K--��5 BASEMENT i z DETAILS ; I O Lu m ` i 2x4 STUD WALL, 1451DE 2x(o WALL ' 140 } L/SEE NON-WALKOUT i i 1- 1 II O BASEMENT FLOOR I l t 5'-II" U �b0 2-rayy N PLAN FOR I I O J�' 2x6 INT.WALL I 0 INFORMATION IN i I I I I CV TH15 AREA z ' ' ' 07 32"x60"TUB 7 } i 0 Q 'w/SHOWER } V) � e� I Z } i 12"xI2"x4" + I Q CV —DEPRE55ION z h ; � } IN SLAB UNFINISHED x w o I in �n wCL ' - _ - 1 } I UTILITY N �B �H CL N I -ry _N i i ; i i HVAC EJECTOR P T ELEC. ! I r O PUMP FOR PANEL I- CT CPT 0 i n - O Z ♦' BATHROOM ? >I V?-. ! Q ! L N I ; I WATER +atP, I Q cn 1 1 AN — I L-----------------------------------------------------t r--------r I �-------------- ------ -MC- -�--_� t ; } F•- 1 ------------ --- I L--------I- 0 ' I �---------t w J Luj ________L ! I 0 I N Q F- ---------------------------------- ------------------ I 1 Lu r----------- , (Y rp �,_ Q N Q 1 r---------I ;n � � i I OUTLINE OF y 'r-------i' ; STUD WALL ; J --cc-- 1 I I I ABOVE(TYP.)--""-1 1 3 J ------- w 1 I I I I 1 --------- Z I 1 I t I lz cr I 1 Z } I I 1 .O O c%l STAIR I 1" I I I I u- t I 1 I 0 1 1 4-GY} I I I I ( I Z- I 2 I i 21 i 1uJ I I I I I I I Q 5EE NON-WALKOUT i ' ; 0 UNEXCAVATED i Z ' 5A5EMENT FLOOR ' 1 PLAN FOR I I i xo SLAB ON GRADE i 36"HIGH I t 1 I (`I I I 1 UP ' I O i I INFORMATION IN I 1 1 I a I 1 1 GUARD/ i TH15 AREA--t i i I I i a I i i HANDRAIL O Iq-4 1(� 1 1 • .. Lo I I I I I 1 �'-10" I I ; ; 2x3 5TUD WALL j 1 1 1 I 1 I I 1 ®3ASEMENT 1 I 1 I 1 1 I I I STAIR ONLY i � � VT t Lo LL ' I I I 1 c m 4 I I I I 1 � , Q h � . ` I 1 1 I p /� • - � ; UNEXCAVATED; ' ---- I ' 1 ---------------------------------------------- ------- � I 1 ------------------------------ --- 1 SLAB ON O N J ------------------------------------------ � ,� I -------- ----------------------------- --- GRADE r- -------------------------------------- -------- r--------- r-- - -- ---+ 1 i ' at It 1 ; I r J OI i �, I---------------J 1 CV 1 I Ij �--------------J _} J 1 1 �___ �_-__-___- E r(i ---L. ----------------------� I I'-II" ' I - t N b'-3' I'- +-�------------------ Q I i i 20-O I 8-O" i 5.. i 28'-O' 2b-O I 0 (;I (I�'• -(rs' o UJ Z o �- L t L IXZ J C I BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN l�QQ SCALE:1/4"=V-0" SCALE:1/4=1'-0" 0 3 0 a u 3 •`a E w FLOOR AREA"A'UNIT: W 4 E BASEMENT: 777 SQ.FT. FIRST FLOOR: 998 SO.FT. SECOND FLOOR: 1,425 SQ.FT. TOTAL: 3,200 SQ.FT. a 0 GARAGE: 439 SQ.FT. 0 2' 4' 8' t VOLUME: 28,023 CU.FT. a 4 C 0 1 A/C -A/C UNITS ON G�ARDRA w/ GONG.PAD A3.0 GOMPO51T= r3b'H.PVG � GATE 36 H. DECKING GUARDRAIL ` ABODE GRADE I r---=-- ------ - A/C I�1i---------------------4 ' '------ I 1 O Illr ____----------� III I----------------------I --------------------=I WD.DECK OR {{ ' I 1D.S. I11 L--------------------J I Ib' A3.0 A3.0 , NE OF WAIL BELOW Z Z uu m O a co � ;� 13'-�Y2" — BLUESTONE `� : I; ; - W 0°` N u 10 PAVER 2 GOLLMN I-4' I 2g,-i0 i FLAT ROOF BELOW , �--FLAT ROOF B>=LOW ALUM. '+G'GJTTER o o I b-8Y2 I I I ..COVERS uy,U a O1•o OC C W Ot 00 -------- -------------- ---------- - , II \- I O = O c v , l i 1 I W ' � a N i3660 DH 3660 DH ' 3660 DH i ABOVE-� I ROO= '_5 4`-3y2" I '-IIYa" 8'-13/a„ `_J I ` .S. V = �� `v Q Cie (3)2Xb"','P.) ;t EL5� 3 s I I 25135 I 535 I I I 3664 DH 3664 DH 3664 DH 3664 DH D.S. 4 V UJI a Lu '7-2/a" b'-{/4 i I = C� �6. 9SMT I I iv 1 m w EMIEREq +6 I I-� ----------- ----- ---- - ------...- - 3664 DH 3664 DH 3664 DH 3664 H �j" I L.NE OF DINING ±5-�+Y2IN WA -_�ASTO �l .t 22� I 2 ROOM (3,2xb(T�'P. II I I Itrtb EGRESS rq ND0^5 TILE WER 4 ti I LIM`TING DEVICES T,4AT I w/T ERED I I HAVE RELEASE OPT ONA>_36 _ 1-q GL SD R - 84"VANITY 12 DEEP MEGHAN15M5 TO ALLOIn + FOR EMER6ENC"r W.PREFAB I L__ O t-- _--�- - ESCAPE(TYP.) m V=NT FREE GAS �.�_- SEAT ' `- �_ m FREPi_AGE-- I ; �uu� MASTER A3.1 A3.1 u_ I E BEDROOM 4'-4" 2x6 INT.WALL �i 1 1 3 N I I --J HOD I--V2' i I6'-2Y2„ KITCHEN i i r�=- O j CH SE i O O o LIVING WALK-IN `'6• = z �Ii; 0 ROOM 2 r 2 CL +6e. OPTIONAL A2.0 O i 0 3 in- 6 A3.0 0 SKYL 15HT �� r ,I I 1 ROD&SHELF sXIT�- I ' O ' 1 --- i i 2 ! 2 r-2' ROLGH F'wMBIf�S b'_> � t4f A3.0, �A3.0.- i v i - N, ON- FOR SINK, 11 1� it 1� it - A--MODELS 11 1 i 1 I i I Op�101\A 1 1 I i l ( I I I WALE a �REF n' I Iv ; DEN X p DOOR FOR , �A1I 1 ^ 1 [�1 y2n .��2u . —,4' 4'-4Y2' 3'-66 1 LAUNDRY I, 1 r� '; I _J/ ' _, j ENGLOSIi�6 1 1 i `i OPT';GhAL /�; `i 2x6 INT.WALL 1 r L r '1 ri �1 EPDM R r= SKYLIGHT-� �1 ' ---____-- j 2xb 5 vD H^�'_L DEN-�� r 1 _� 3b H G� I ` +b i INSIDE 2x4;HALL �B• " �� rv__ 2x8✓BALL- I I ME'✓BRANE, WC = '1 PER>=T 5_OPE ti ROD a SHELF n CL •t'Ob 6• I i i�� `\ {0 ---------- N U kly�p CL 6 DEEP b PANTRY SOFFIT tieLINEN : ASTAIR. m I 32'x60"TUB o I r----� I 1 r----71 Ln e _ 22, ! I ,n w/SHOWER �� 1� �1 -� CH SE I ( 6�. MUDR OM ti� a. I 2 a IN A L I � + t i yV 36 H G<-I m '�,'-3�' �,\ I�\ �I O Q) -* I P D I +* DN &. ? I I I - G JARD/ i O Z _ % t'O ( I I I ,�1 HANDRAIL- ^� I J I ! 3-3 /2' :o `y4� I (BATH .#b i ��i i i ��i W Z Q \ -OflF(r _ O +6 I I tib l r_P�tiy L I I OP�;OhAL` V__\' O ABOVE- I OPT.ONA� to BELOIN - SK`rLIGHT � F= 2x6 INT.WALL F I I 7'VANITY ® I I ` u < SELF-Gw.O51hG 20 -~----- 3 ROD 6 SC' n Q �- 7� Vuj w i MIN,RATED DOOR I mo o'' �f 1.1 a SHELF w (� Q � I Z FL E I I 0 V) t� i Q - E WALK-IN 2x6 INT.WALL i ;° STAIR 3o°x3o° I WALK-IN , F-----� CL 0 = AT-IC I`. :I I �L ►_ z _-_? 'n �otb ACCESS 'r ,/ I CL o ' N -_ __�. —--------------- ----.._— - O 0 GARAGE e4A�I-5 �' _ +6s. `��o. tib - i GE'LING TO NAVE 5jB„ yv -� a TY=E'x'G'rF.50ARD-7 �; ( �_ 8• r GARAGE � � 3b"HIGH DP I 5'-a° Y2, 2-/2 4'-lY2'' (v N HANDRA:- I o Z ------------------- FOYER 4 O +- 4 I-- I,� 6„ p _n 13-a :4-f =n A3.1 - A3.1 fb"xlb"GRILSE 011. r- i I � � ? 0 BEDROOM#2 BEDROOM#3 • IhE O� r-- i I I^IATER METER I �� TEMPERED �,AL_ G OSET w/ tt) otJ�' 2559 CSMT EGRE55 WINDO,^a5 w, EGRE55✓V NDOWS wi BELOW r--- WEATHER STR;PF=D I \�5 _'MITING DEVICES �.M1TiNG DEVICES I v DOOR 4 HEATER I 1 - WHAT!-4AVE RELEASE THAT HA`VE-RE=EASE--- -- i- I (2J 2x6 MEG4AN15M5 TO ^^EGANiI�S TO P+ (TYP.) ALLOW FOR ALLOW 1= R EMERGc�IGY ESCAPE EMERGENCY ESCAPE --- I I I i 16'0'x8'0"OVERHEAD BttfE$T Elp 3664 DH 3664 DH 3664 DH I 3664 DR,/ TERRACE I ! ---- _ ------------------------------------------- -__ _ --------------------- r— p - - ---- -------------------------- --- - n -�'m-- TRIM I I ' RESEMB_;NG RE5EM3L'*�G I WALL ry i RAILING BE_oA i `- W I ( GOLU"1NI COVERS GOLU*I:N COVERS ABOVE I ' p - J (TYPJ I L 7�,,�_Nry BELON -ALUM. K"GJT'rER _ 9 -I{�'„ ` I I 3-5 7'-O" '7'-O' �'-D'' 3'-5" D S. /TYP.) D. •- I'-1V2 6-O' 2 b'-O" I'-II" I I �- F I ��NE O WALL BELOW iIq'-I!"' "t'-II" b„i 27'-10' �_ I b., 2.5-io" I � C G1.0 A3,0 A30 ;2 SECOND FLOOR PLAN �3\ ROOF PLAN Lo n FIRST FLOOR PLAN ' SCALE:I/4'=1'-0" �- SCALE:I/4"=I'-0" o SCALE:1/4"=1'-0" 'o f; 0 s a FLOOR AREA"A"UNIT: n w 4 11 BASEMENT: 777 SQ.FT. E FIRST FLOOR: 998 SQ.FT. SECOND FLOOR: 1,425 SQ.FT. TOTAL: 3,200 SQ.FT. Y a a GARAGE: 439 SQ.FT. 0 2' 4' 8' VOLUME: 28,023 CU.FT. 3 t 0 0 W 41 ot :,V O P Ib N 0,D u R C P OI:Q fL Ot p0 0 H O C V Q Q, u S ram- V n Z `o u Q t A5PHAAL-':ZOO= ft �—FI5ERGLA55/ C A54HALT ROOF 5HINGLE ` ASPHALT QOOF 5H NGLE I I I I 1 METAL FLASH VG I METAL FLASHING I !- METAL FLASHING AT THE HEAD OF - j AT THE HEAD OF I AT THE HEAD OF __I I._ ALL WINPOW5 6 ALL WINDOWS a: - ALL ININDOYV5 8 DOORS(TYP.)- I DOORS(TYP.) I I DOORS(TYP) Z o uj ! 6 "K"'STYLE I L- ' I \ „,�K�„STY>_ _I I_ e--Ix PVC TRIM® WHITE ALUM. WHITE ALUM. x P\/G TRIM Ix PVC,TRIM Co j \ G'JTTER5 w/2 x 5 GUTTERS.q/2'x 3" EAVE5 4 EAVE5 8 EAVE5 4 0 RAKES(TYP.) WHITE ALUM. (A".0 RAKES(TYPE WHITE ALUM. RAKES(TYPJNLEADERS(TYP)- LEADERS(TYP.) N ON 5/.a PVC TRIM 5/.c PVG TRIM ;) CORNERS(TYP.)- _ I_ CORNERS.'TYP.) fF-711 � 5 - - 5 I i s I _ I Q N /a PVC TRIM /a PVG TRIM _ /a PV..TR M AROUND I AROUND I � AROUND I = _ I � �-- DOORS AND DOORS AND DOORS AND I I W WINDOWS(TYP - I iEli E'- ----- W NDOWS(TYP.)- - - -- a W NDOW5'-YP.) OL W -Q GEMENTBOARD I; GEMENTBOARD — T i I 1 GEMENTBOARD I �/ SIDING,5Ya'REVEAL 5 D NO,5Y4"REVEAL- 'Q SIP\G,5Ya'REVEAL- FLAT EPOM FLAT EPDM O Z T.O.SUBFLOOR T.O.SUBFLOOR 2 - 1 -- —— --- 2 ——---——---—— — ROOF T.O.SUBFLOOR I -- —� ———————— ---———ROOF —-- N DECORATIVE --��--------v---------- �--. I z w Q � 6""K" STYLE , RAILING - Q WHITE ALUM. 2"SQUARE _ I _ _ ~ GUTTER5 w/2"x 3" COLUMN w W ui rt WHITE ALUM. __ GO`/ER OVER I I U J LEADERS(TYP.) -, r _ WD.COLUMN I I 1 H —� !— I ( — I w0 cV Q vz I IH !1 I ! 5/ PVG TRIM O I ~ 0 I I= I — O O i I I= I O CORNERS(TYP.) I S. Q {Y I Ll i EI j u1 TRIM j I I + - O pq EdIrl ip!n 14 ipp Ell L ffi_ EEI RE5EMBLIN5 I O i- D S. I I_I I r- ---- 36 �+.PVG O COLUMN COVERS II I 07s• I >... T.O.SUBFLOOR —_ —— — —- T.O.SUBFLOOR I 1 ' T.O.SUBFLOOR I GU ARDRAIL j . - — —— — —-- I -----——---- -- — --— - I -------------------- I I I I ' FIN15H GRADE UE5-ONE ' ' '' ' BLUESTONE 6A5. 1 I 1 l' _ TRIM I I 1 RE5EM3LING r��, I II 1 I I '�A/GI UNITS ON R�RRACE ON I I I I I I I �r--�r--�T�r= r=_�� 'COLUMN GO`/ERS PAVER TERRACE-- � i It 1 1 a 1 i \ GOt�SC;.PAD m-L [l�NG 5LApI , IE F , 1--i---'--------------------------------- --- ------ - �i--•----Y-✓ '� ' ( I 1 1 1 �t I 1 d I 1' 1 I ------- A3.0 IL .9 1-------- ------------------------------- --- - ---- .D -I------� = i i i GUA'DRAI_w/ `fl I I O �- f--1------------ --1 I { 1 I I a II I 1 I I � v r_-_--,�ItI III III A� 3 H.I I —'WlTER METER CLOSET Qi ABC E 6RADG , LoImo/IWEATHER STRIPPED I f � � � • I l I I I (_ ,I 11II II I I I I i IHI IDOOR HEATEREGI�IE55WI�IDQW�IN I ! _ r------1 I I I I I I I I 1 I I N 1 T.O.SLAB -------- T.O.SLAB I -----------I I O.SLAB ------- ------------- I B —+ p D I Lo w-L_ ------------- �; -- ------------- ---- -----;- T L---- N -----f--� �-- ------------------1---------------- ----------1------i-� I 1 I I Z • --_--- I I I � W FIN15H GRADE 1 1 A/G T5 ON c� GON .PAD @FRONT ELEVATION " `� i 21 REAR ELEVATION /A3.1 jL A3.1 v ,, o � N SCALE.1/4" I 0 SCALE:1/4"=1'-0" f- -------- --------- ---------------------r I O L II� - 3 REAR ELEVATION W/ WALKOUT q •— GENERAL NOTES: SCALE:1/4 1'-0" WINDOW/DOOR NOTES: I. SEE EXTERIOR ELEVATIONS&SECTIONS FOR ALL R.O.&TOP PLATE HEIGHTS,UNLESS E OTHERWISE NOTED. I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS,AS SHOWN ON ELEVATIONS. o o 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED. 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS.3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. O 3. 2x6 NOM.EXTERIOR WALL FRAMING&2x4 NOM.INTERIOR WALL FRAMING,TYPICAL, 4. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. UNLESS OTHERWISE NOTED. Lo CN a a 1; a So a S •`a o ti w w ti s, 0 x C 0 2' 4' 8' U a 4 O 1/4'r1'-0" o a NEW WINDOW&DOOR INSTALLATION NOTES: 5,I'a VG SLOPED TAPE OVER MET AL - - - -- GAP w/PVC DRIP FLA5HiNG ---- ��REF•D;^5'5 FOR HEADER CONTRACTOR MUST INSTALL A.L WINDOWS AND DOORS PER 5COTIA(TYP) �•1.P; - - 5�_E MARVIN SPECIFICATIONS,WOOD4JLTREX INSTALLATION FOR FOLD SELF-ADHERED NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY 5/a PVC HEAD 5/,PVC SLOPED GAP OUTSWING FRENCH DOOR WOOD-ULTREX SERIES R.iB3ERIZED FLASr*ING 11vT0 T CASING(TYP.) 2x6 WD.LADDER w%PVG 5GO-iA(TYP./--� 1 p INSTALLATION INSTRUCTIONS DA ED 7-25-17 WINDOW ROUGH O E?��1G AT JAMBS 8 w/BLOCKING® ROOF GON5`RUGTION 36"{-!,PVC T OPFNING PREP&FLASHING MFTF+OD A-1 MEMBRANE DRAINAGE oil METAL 16'o.c.- 5EE WALL 5EGT�ONS GUARDRAIL 5ELF-ADHERED CA D OVER SILL END SYSTEM DATED 12-22-14. RUBBERIZED FLASH NO GAP DA!�!5(TYP.) Z Z sm Go E c. EDG-� I'-Oyu' SEE AAR!P DECK ONST., /ax6 VG_AM+B "' 119 o °v v OVER HEAD hAI�ING WINDOW R.O.HT. 5 i SEGTIOtiS FLANGE(TYP,) SEE EXT.ELEVATIONS GAS:'vG(TYP.) C W V Q it a BACKER ROD AND I oc p�++ o_E o e SEALANT AT err " PERIMETER OF WINDOW �_ *15ULATED G1�A55 + U x c m f � C �qlv '� ---------------- m I FLANGE'TMPJ- IoNINDOW SEE EX.. U ,.z o r x PVG ELE/ATION5 s WINDO^ { a U PAINT -_-_---_-_------- _ _ _ _ _ _ _ _ TRIM, ? I 5CHEDJLE FOR TYPE i Q y PA;NT \ ` SILL w/DR P- :2 PVC RUBBER ZED PAN - I5TORICAL x8 PVG - - -_- - - -_- FLA514ING 5 5 EM yr/END TRIM --_- , GAP DAMS a BACK DAM SILL(TYP.) 5/a PVG TRIM, i BE-KEEN 111ND01^UNIT 2Y PAINT is/4" _---_ PAINT � i ---- 5T001-TRIM(TYP.) 5/ax4 APRON(TYt'.) -- -- EXT.WAIL P. AND.BEAD+ PAN FLA5HI NG---� _-_- TYP. EXTERIOR # � T -_ -_ WINDOW/ DOOR CASING - - CONS R.GTION, - - _ SEE^AL_ � � � 12'50UARE 5EGTION5 CO-,MN _ _ SCALE:1/2"=1'-0" COVER OVER - TYP.EXT.�AALL I, WD.COLUMN GON5TRUCT ON DETAIMAIN RAKE DETAIL r DECK DETAIL TYP. WINDOW L-SCALE:1-1/2'=1'-0" SCALE:1-1/2-=1'-0' � r - SCALE:1-1/2'=1'-0" NOTE: IYP,FLAT ROOF CON5T. PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE& I TYP.FLAT ROOF GON5T. • EPDM MEMBRANE WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED. TYP.FLAT ROOF CONS-. • EPM-Y MEMBRANE RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES, _ • 3/4'T+f G E`CT'pLYWD. EAVES,RAKES,VALLEYS.HIPS,ROOF-TO-WALL • ri c • 3/4"T&O EXT.PLYWD. 5HE:ATHING EPDM EMBRAN� 5HPATHING 0 2x8 TAPERED YvD. INTERSECTIONS,AROUND ALL ROOF PROJECTIONS.AND ENTIRE • 5/a°TE G EX"."LyiNv. - • 2x8-APcRED AD. _ - J (V • ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE,DIRECTLY TO 5HEA-F,NG === RAFTERS®16"o.c. RAFTERS®?6"o.c. ROOF SHEATHING.INSTALL'ICE&WATER SHIELD'FROM THE • 2x4 GLG.J0.5T5 • 2x8 TAPERED,ND. • 2x4 GLG.JOi5T5 Q N • ,x PVC 5EADBOARD EXT.Io,A_L GONST., EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR RAFTER5®;6'oz. __ EXT.WALL GONST., • Ix PVC,BEADBOARD EXT.^ALL GON5T., F-- SEE DETAIL 3/A3.0 WALL LINE. INSTALL PER MANUF.INSTRUCTIONS SEE DETAIL 3/A3.0 - _= 5EE DETA+_3 A3.0 LU SLOPE Y4"PER FT.I SLOPE Y4"PER FT. = INNSLOPE�4"PER FT, p� N ZT.O.SUBFLOOR _-.�_�_ T.O.SUBFLOOR,� -_-_-_-_-_-_---_-_-� --- T.O.SUBFLOOR -------------- ------ - IRV ------- -== =_--- -_ - _ - ----- - - - - N EAVE EAVE w/ Iw_-- ==:=r.=_=.- :: EAVE w/ I O GUTTER, 1 -= =- - _ GUTTER, ' - GJ-TER, 1 -.-- -=-= }5EE DETAIL5EE DETAIL I 5EE DETAIL- 5EGOND FLOOR 5 i I �-SECOND FLOOR 5 i I s I 5EGOND FLOOR U-i Z Q. GON5T.,5EE DETA'� 3,0 GON5 5EE DETA� 3.0 51v Pv$oARv _ /4 P/G cn N I J 3 A3.0 1 � l GONST..SEE DE"A'L Z Q � �SIM. 3• A3.0 BEADBOARD I I SOFFIT �- ,--� SOFFIT 3/A3.0 0 J I , ---'k- I -- � _J I i w I V) Q W U Q I i I N cl iv 1 I cy tV 1 I M 12"50uARE ; w X 12'5OUARE ul L COLUMN I m COVER OVERI fn • O _ WINDOW A$ p WINDOW AS p I m W'NDO,N A5 p COVER OVER I to 5GHEDULED SCHEDULED 36 H.PVG I , S�.HEDU:ED WD.GOLUM�v I I /sID.COLUMN _ tti- � � GUARDRAIL-) w GUARDRAIL Nr t GATE 30"H. z ABOVE GRADE � EXT ✓vALL CONS"., I Z == F RST FLOOR CONS SEE DETAIL 3/A3.0 I T I GHAMF=ER FIRST FLOOR GONST., yK -- r SEE DETAIL 3/A3.0 = SEE DETAIL 3/A3.0 o O SLOPE Ya"PER FT. 30TN SIDES- _ - I 0-1 - `T.O.SUBFLOOR - ----- I T.O.SUBFLOOR T.O.SUBFLOOR -- -- - -- --- - L L(� --- - r- I'= FIN.'_ I—.—II Lo I 111=1 11=1 11=1!I-1 11=1 I _ =1 11=1 I• P.T.k'0.LEDGER h/ — N III= 11 'Tr ' I =- ' -- I I METAL FLASHING ON TOP E _I l 1 1 1=1I I—III I.I I I I FIRST FLOOR GON5T., o • 0"GONG. � 1 I -I Ir1I I I1=1I I 5EE DETAIL 5. A3.0 i 7Y, DECK G01�5T. 5ONOTU5E I I • GOMP051TE�DECKING a f 1 -I I t-_ I-III I EGRESS STEPS , I I T o C� FOOTING , —1I - -i I-III , 1 1• 2x12 P.T.AD.J015.5 a 6'o.c. r- I FOUNDA7 ON eNAL- �- ------ I I�-- 5EE DE-AIL 3 A3.0 III=II I I1 i ! T c ^`I TYP.PAVERS -I J •G== �p`I •9 i i W �_- • y�„RANDOM BLUES-ONE�/5ANCD l I(=.1 1 p SWEAT JO*1T5 I—I(-- I , w E z° V� ' • 4'SAND BED 'III—i l '- � I ,NINDOiN A5 =n c 6 • 6"COMPACTED SGHED��ED H GRAVEL BASE ON 1 El 1 I i I 6'&RAVEL wi DRAEN GOMPAGTED 501. -I I` I TO FOUNDATION 12"SQUARE r` i—II ;III - PER vETER DRAIN ^COLUMN �,(� `r COVER OVER a 2'-8" = AD,GOi-UMN �-GOTvG.SCAB SEE o —II GONG.SLAB,5EE I I �, GONG.5LAB,SEE "I I°°- • •_= DETAIL 3/A3.0 DETAIL 3/A3.0 _= DETAIL 3/A3.0 El °. _-_ I—I I I 1.t =1 > T.O.SLAB =III—II T.O.SLAB I. Z 'i =1I T.O.SLAB __ .1.I I ° '_0 • a .- - ''. . ._, _ 1I-1 I I I I- 4"PERF.DRAM\ ,''O_° _ - _ - - - - -- - - - - - --, I' -1 i, ,I I li�; IiTil I I -- PIPE;N C-O.IR5E — I °'�- —I1-III,_ I—I I-111-1 1—I I_I-III—I I—III=I I i—I t—III. III=II' — ,—, , GRAVEL,WRAPPED RE.N.GONG FOOTING, I 1 a 'I I ' 1 I ICI 11=1 t 1=III=I I--I 1 I z_ -III 2 RIGID 1NSULAT±ON !N FLLTER FABRIC, 5EE 5TRJCTvR.AL DWG's • °• - ' ' 11► CONNECT TO DRAIN _ "� DIREG !ON FOR a FOR MORE INFO. i 1 -10 GONG. -I I I I II I 4 III T 4"PERF.DRAIN PIPE IN COURSE REIN.GONG.FOOTING, i I�.� SONOTUBE :9 I ENTIRE LENGTH OF GRAVEL r1RAPPED IN FILTER SEE 5 RUGTL RAL DA5's ) FOOTING i 1=1. III REAR,,;ALL® p WALL SECTION FA5RIG,CONNECT TO DRAIN - FOR MORE INFO. f,' `1 I- I=. AALK-OUT f SCALE:1/2"=1'-0- i i WALL SECTION I I F _ -REIN.GONG.FOOTI L--------J P:��NFGOURSE - 5EE 5TRUIGTURAL 17rVG's c 4 GRAVEL,WRAPPED lj"i, FOR'-!ORE INFO. 3 WALL SECTION FILTER FABRIC, C E CONNECT TO DRAIN--J � SCALE:112-=1'-0" a 4 C L L 0 CAMERA-ONEILL ENGINEERS CONSULTING ENGINEERS I I Structural Engineering-Design w Black Point Lane Canwea/WNWN Portsmouth RIo287, I I I 12"THICK GONG.FT6. I CormAirgErgir"m 40LS79'=983 REINF.W/#5 BARS• 12•o.G.E.W.,Bor. �pF NEW Y Ap PROVIDE#5 BM 5 AT 24'O.G. y�. �Q'� V. '9,f• VERTICALLY d HORIZONTALLY CENTERED COORDINATE F I ON WALL.PROVIDE#5 DOWELS INTO FT6. WATERPROOFING 4 y TO MATCH VERT.REINF. AND A GONG.FT6.REINF.IN#4 b AHD per, W 50.1 � W Z Z�++ m� E o• p�.p �BARS O12'OrG.EW.,80T-� b 'fib+ ----------- u,Ur cao o� g 6 is AlC (� TO.WALL ,:.;.':. :•;'•:.';.: r 2 i w w 08 PROVIDE d INSTALL Q Ui C? &n :3 > c a 51MP50N AB"STANDOFF , O O r [GOORD.W/ I +. I PROVIDE d INSTALL 1'�• ��; 09016 Q,'� �W V �� 2'•o BASE d FASTEN TO GONG. - i _; ; I - 5' I ARGHL) 1 I STANDOFF BASE d�FASTEN '�� C SSivN�� p ►'+'- 0 a 0,23 5° I W/s/'VIA.EPDXIED L - L J I I 5' THREADED ANCHOR ROD(b' 10'VIA.REINFORCED 5 `; TO GONG.W/%0 VIA. 10'DIA.REINFORCED U = m EMBEDS 3'-2' ��pNOTUBE PIER,TYP. THREADED 3'-2 8•wALI. j I ANCHOR EPDXIED (6 SONo7UBE PIER,TYP. PERMIT SET ^Z V (B.OF.MIN.V-b' �b-I (B.OF.MIN.3'-b' SO.I BELOW GRADE) 4 u' I GOORD.W/ARCHL GONG.FT6.REINF.W/04 kb BELOW GRADE) a BARS O 12°O.G.E W.,BOT. P b0 -4 --------[B.o_F._i4'-0•]- I �' L 4 J I UNIT I - - ----- q FOUNDATION TO.SHELF i 50.1 FOUNDATION 1 , I 5 T.O.WALL I I m 51M 50.1 5 I i T.O.WALL O WINDOW I I 50.1 5 :: I_ [COORD.W/ARCH'LJ TO.WALL I I y 5■ ®DOOR I :•. FTG.STEPS STEM I p [BA.F_-14-0]- ------ - I t I ' L--- -- -------- -- - I I,� I _ I i,� I .� • I PROVIDE#4x4&' I p }u DIAGONAL REAR ---------- - - -- - - - I 1 PROVIDE#4x46' L -- -- ------ i AT RE-ENTRANT ( DIAGONAL REBAR [B.O.F-10'-10') I '' ADJACENT IUNIT I SLAB � I # ( FOUNDATION ;�,: I SLAB CORNERS. T.O.WALL (D I T. I ADJACENT ' T.O.SLAB ° O I - I FT6.STEPS I I TA.SLAB O i ',�� I FOUNDATION I ( ELEV.-q'-b I 1 I I ELEV.-q'-b" T.O.WALL e BEAM O 1 I TO.SHELF [COORD.W6,] �1 ` I SLAB DETAIL ' OI I 50.2 I I I SLAB DETAIL i I tii T.O.STEM OI } I I; Z I O LL, U, 10'WALL 4"NORMAL WT.COW-A m� i 50.2 i •: I �• - 4'NORMAL WT.CONG.A �I I w I-10'FT6. I I-10 FT6. SLAB-ON-GRADE. I SEE DETAIL ( I I SEE DETAIL I ' ,., I r-1o• 12' : I I I I r-Io• 12'-b$: I 50.2 p I I PROVIDE d INSTALL N BEAM POCKET AND P.T. BEARIN6 PLATE TO I I 1 O 1 I T.O.WALL ACCOMMODATE BEAM. I T.O.WALL I I Z PROTECT UNTREATED Q I I LUMBER WITH BUILDING .� I r I FELT I I I I THICKENED SLAB, i I THICKENED SLAB, I ' I I SEE DETAIL I I I I I I SEE DETAIL I I Z L t 70 o I I TYP i I I I. I I TYP l h..: ILL I I 3 I � I I 3 '1• Q O I I 50.1 T.O.WALL I i` I I I O �.I T-0 1 j„ I Q Z I .a3 ;� I I [-0'-5�'4] I I '• i- I I I Z Q I •� I -� I I � � I i _�:� I m � I I I •. I Z � Q cai I ADJACENT I I UNIT I : TD.WALL I #. I FOUNDATION I <�• I u I I T.O.WALL ILL_ FOUI�ATION 1 (-0-S►4] I I I I [-O'-�'4'] CL _J I 20`-2' I 1 7'-10' I '` I TD.WALL O BEAM J I 20'-2' 7'-10, I I TA.WALL O BEAM U _j POCKET(-I'-lal4'j di W Q POCKET[-1'-d'i] I I I I Q N t� `t l---- - (B.O.F.-10'-10'1 - -1---1- ---- I I I---- -- [BA.F.-10'-10'1 - - --1- ---- 1 4. I w I --- ------ --------- ----- ------ ----------� I i - IN THE EVENT OF SEP TE " I I IN THE EVENT OF SEP TE I (� 51M tp I O POURS,PROVIDE d INSTAL.#5 I I 51M 1 ':•: I 10'WALL I POURS,PROVIDE d INSTAL.#5 • I I 10'WALL I - �- x 30'LONG DOWELS O 12' .G. I I 5 O ( I I x 30'LONG DOWELS O 12' .C. 5 O VERT.DRILLED d EPDXIED I O I I 50.1 I ` I'-10'FT6. I VERT.DRILLED d EPDXIED TO -10°FTC. FDN.W/b° I I = I I DE d INSTALL FDN.W/b' I I = I I }" $INSTALL 1 }• I -` ( I POCKET AND P.T. I I I DEPOGKET AND P.T. ^^,, i SLAB DETAIL I I NG PLATE TO I SLAB DETAIL I .: I I I ING PLATE TO a W ATE BEAM. I I I 1 ( I MMODATE BEAM. Z TA.WALL I TEGT UNTREATED 50VI I I CT UNTREATED I I 50'I I I q T.O.WALL I FE.T WITH BUILDING 1 I SIM 1 LL FE T WITH BUILDING a 51M I I O BEAMftb _ ®BEAM 50 2 r 4°NORMAL WT.GONG. 50.1 [ICKE] 1 � I r; 502 I � 4.NORMAL HT.GO. A 1 '+ I 50.1 [POCKET I r- � O I I r I - I �- SEE DETAIL PROVIDE d INSTALL I O I SEE DETAIL PROVIDE d INSTALL O IBEAM POCKE7 AND P.T.BEARIN6 PLATE TO 1 TA.WALL I I _ ( BEARING PLATE PLATE TO I - TA.WALL 0 I :' I 'o TO.SLAB ACCOMMODATE BEAM. I :i. I O ca BEAM I I �' I I T.O.SLAB ACCOMMODATE BEAM. I I I ��`, • ELEV._-0 O PROTECT UNTREATED 1 I O POCKET p •� GARAGE DOORS Ltd>$ER WITH BUILDING I �� I I ELEV.-1'-0"O PROTECT UNTREATED I I O POCKET 'I I DING I 1 4 [-I-6►'4] 1 GARAGE DOORS LUMBER WITH BUILDING I O [-I-64 J i W FELT I 4 I `• I FELT I ... I' I 4 Q I I I I 502 I I a 1 I I,: I 50.2 0 F--- CZ i I � T.O.WALL I 1 Q I T.O.WALL I '' Q 1 L0 `D [-o'-�►':J I T.O.WALL I i i I `° [-0'-54'] '" 1'° • ^• T.O.WALL IN THE EVENT OF SEPARATE .�: I (-O'-�4] I I I P IN PROVIDE INSTALL#5 SEPARATE ; I (-0'44 J I W I I POURS,PROVIDE d INSTALL#5 ( ^' I `V 1 ...., I x 30"LONG DOWELS O 12"O.G. 1 :�? ..; I 1 I X 30'LONG DOWELS A 12'O.G. I I VERT.DRILLED d EPDXIED INTO L--- ---J 1 I I VERT.DRILLED d EPDXIED INTO �---- T.O.WALL FDN.W/b'EMBED. FON.W/b"EMBED. T.O.WALL a ,J g TA.WALL 1 ------I i b TD.WALL I I-6� �---I ��. 50.1 ®DOOR b'WALL I 3 a DOOR , I I-ram°] I 50. I .I L ------------ - ------- J I J �I I 4 ADJACENT I L_ ---- ----- -- - -------- J 1, I J ��° I 4 ADJACENT i UNIT 1 < 3 r , I uwr W I I �? �i FOUNDATION t _____- ___ __-_ _ _ I 4j FOUNDATION o ADJACENT J r Q - [B.O.F.-4'-b°] --- ---- - -, I - L_ = 4 I , I r ADJACENT J (- [BUN[ .OF. r (- FOUNDA7INON t I ry m I j L--- - rt. ," '' FOUNDATION I N m ( i L--- - " T.O.WALL V-10v TO.WALL Q a -Id5 t1-IOK [-r-4•J 4 14-41 - I COORD.I^I/ARCH'L 8'-0' 10 I I tlb'-5'COORD.W/ARCHL I I I I I c 0 0 FOUNDATION PLAN-WALK OUT BASEMENT Z NDATION PLAN-EGRESS WINDOW B SCALE:I/4"=1'-O" A LE:1/4"=1'-0" FOOTING SCHEDULE FOOTING FOOTING ID TA6 51ZE REINFORCING 2'-O'x2'-O"x12"THICK (3)#4 E.W.BOT. 0 F2.5 2'-&'x2'-b"x12•THICK (4)#4 E.W.BOT. F " ° 1 # °z s; FOUNDATION PLAN NOTES r I. T.O.FIRST FLOOR 50 FLOOR SHALL BE GALLED ELEVATION 0'-0° ALL DIMENSIONS,UNDERGROUND ELEVATIONS,SHELVES,BEAM POCKETS, GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, s 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH o PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND I; GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADE5'DRAWINGS PRIOR ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. TO GON5TRIJGTION. 4 5. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK'SPRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. o 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d SPECIFICATIONS r a h — CAMERA•O'NEILL CONSULTING ENGINEERS 4'INTERIOR CONCRETE structural Engineering•Design SLAB ON GRADE W/bxb s 117 Black Point Lane 2xb WOOD STUDS 16 Portsmouth,Rlo:872 WI.XNIA W.W.F.SLAB Camara/O'Neill OL. ' SHRINKAGE CONTROL JOINT � ��. CONCRETE SHALL BE DOUBLE 2xb SILL(P.T).FASTEN SILL ® ConsultfngEngineerc 40LSA.2983 (PROVIDE SAWGUT JOINT O :: 3000 psi MIX W/NO • j PROVIDE AND PLATE TO CONCRETE WITH 6ALV.in IN GONG.SLAB AND FILL w/ a +- ADDED AIR ENTRAINMENT. INSTALL CORNER 36' DIA.EPDXIED THREADED ANCHOR EPDXY AFTER SLAB CURES) i BARS TO MATCH R005®48'O.G.AND 6'FROM WALL p�NE{�y SIZE AND SPACING �G RUN HOR BARS i OF HOR.WALL " ENDS((on MIN EMBEDr1ETlT) V. '9,f• �P 10 MIL.POLY.VAPOR �rX r . LOwv '• .• REINF'E'F' PROVIDE d IN5TALL 51MPSON P.T.POST, �9 RETARDER LAP E06E5 '' #5 x 24 LONG ABU66(OR ABU44 AT 4x4 SEE PLANS y 6'MIN. 'Y l 7N„ Y��,-��,s;a ib BAO.G. w o, �l�,( . . ,.•• .,, , •. .•, CONG SLAB ON R5®12'O POSTS)STANDOFF BASE d o _` z z u+ g E GRADE SEE PLAN # FASTEN TO CONCRETE PIER W/ ' i i I--! -"i I i=Yi,==i I 1=1 1==i I •,. ,• ' (2)GONT. 5 DIA.EPDXIED THREADED �U: 'r C�z "' i c o�• b'THICK COMPACTED -i I` 1 i i---f 1 i_ i�- -I' •' 4-i,i=,i - TA.SLAB EL. BARS,BOTTOM GRAVEL BASE LAYER. -I{ ,• •,• .'. •..• ANCHOR ROD(5"EMBED) �h r,}�9016�NP�� m o�" o t o p • °' • • ' • •t • •• . • '•' • S -.._ 1 'III-Ili:F-'ii ' V Z.' m UNDISTURBED VIRGIN 501E C PERMIT SET Z 4 o OR COMPACTED GRANULAR FILL — .'' ;; °L u CONCRETE WALL INTERSECTION 10'DIA.CONCRETE 50NOTUBE a DRILL AND EPDXY ALL oC i I.SAWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. LONGITUDINAL THICKENED SLAB 2 ,- OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING PROVIDE AND INSTALL OUTSIDE REBAR INTO FACE OF m 6.G.NOTE: SAWCUTTIN&EOJIPMENT. CORNER BARS TO MATCH SIZE AND FOOTING5 AND WALLS AS AT LOCATIONS WHERE INSULATION 5PAGIN&OF HOR.REINF. Ocawo,rn'• 2'-O" 15 REQUIRED BELOW THICKENED .•. PROVIDE d INSTALL 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT 36■ CENTERED ON SLAB,PROVIDE AND INSTALL 100 z (3)#4 HOOKED MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING WALL ABOVE P51(MIN)RIGID INSULATION DOWELS SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH ;o '• 8 TO WIDTH RATIO. •" ' SECTION THROUGH INTERIOR BEARING WALL AND THICKENED SLAB 3.OPTIONALLY,THE 5HRINKA6E CONTROL MAY SUBSTITUTE PRE-FABRICATED •}' j 3 PLASTIC STRIPS INSTEAD OF SAWCUTTIN6.SUBMIT CATALOG,GUTS FOR •r SCALE:3/4"=1'-O" APPROVAL PRIOR TO U51N6. .. B.O.FOOTING 4.INSTALLATION OF ALL NON-5TRUGTURAL CONCRETE 5LAB6ON-GRADE SHALL CONFORM TO ALL REQUIREMENT5 OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND �r _ &5�ALE7 ONCTE 50NOTUBE DETAIL,TYP. AGI-360 AND AGI-302. ' INSTALL INSIDE 2'-6°MIN.LAP Itt (2)#4 BENT BARS 3/4'=1'-0' •� CORNER BAR5 TO AT BOT.OF FOOTING • MATCH SIZE AND TYP.INTERIOR 5LAB ON GRADE DETAIL ••• SPACING OF HOR. I WALL REINF.E.F. SCALE:NONE STEP VARIES, Z •� "` SEE PLAN O •1 12" '• (3'-O'MAXJ 36' I •• y'.2 ' Lu MIN.LAP ' 2 ,• _• APA RATED WALL (TYPICAL) •• r' CONTINUOUS 5HEATHIN5,5EE •. GENERAL NOTES. 0 CONCRETE WALL CORNERS � (2)#4 GONT.AT •••t FOOTING s BOT.OF FOOTING Y I 2xb WOOD STUDS a I6"OL. O m 8'MIN. L.(2)#5 CONT.AT UNLE55 NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED N BOT.OF FOOTING 2 TYP.REINFORCED CONCRETE WALL DETAILS FASTEN PLYWOOD TO ALL TO CONCRETE WITH °DIA.x 12°LONG SCALE:NONE DOOR JAMB BEYOND PLATES WITH 8d NAILS 0 4' HOOKED ANCHOR BOLTS a 48'O.G. AND O.C.EA.PLATE,TYP. b"(MIN)FROM BUILDING CORNERS,WALL S!;yE!N514"= TTEPPED FOOTIN6 DETAIL #4 SLAB DOWELS 0 12" ENDS,AND DOOR OPENIN65. 1'-0" COORDINATE SLAB EDGE O.G.®6ARA6E DOOR J DETAIL WITH ARGH'L OPENIN69 24" PROVIDE AND INSTALL FELT BOND DRANIN65 T.O.WALL BREAKER WHERE SLAB 15 POURED L. A6AIN5T FOOTIN6/WALL,TYP. W v CONT.#4 N051N6 T.O.SLAB T.O.SLAB 10 O � 2x6 WOOD 5TUD5 0 16'O.G.UNLE552xb WOOD STUDS 0 I6'O.G.UNLESS _, x.i:^,•'x'�`�'• 7- -A-NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR `.•+. Z N 5HEARWALL SCHEDULES. 5HEARWALL Se'HEOULE5. T.O.WALL I #4 CONTINUOUS BAR GONG.SLAB ON O GONG.SLAB ON DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED 2 6RADE,SEE PLANS ®TOP OF WALL ,, GRADE,SEE PLANS CL TO CONCRETE WITH J"DIA.x 12"LONG TO CONCRETE WITH i"DIA.x 12"LONG #4 CONTINUOUS BAR 0 8'WALL - 8 WALL U w HOOKED ANCHOR BOLTS®48'OL. AND HOOKED ANCHOR BOLTS a 48'OL. AND TOP OF WALL coo) Q ~ b'(MIN)FROM BUILDING CORNERS,WALL 'T66 APA RATED 6"(MIN)FROM BUILDING CORNERS,WALL °Td6 APA RATED '} '} CONTINUOUS p N p PLYWOOD SU13FLOOR PLYWOOD 5UBFLOOR x CONTINUOUS ENDS,AND DOOR OPENINGS. I ENDS,AND DOOR OPENINGS. 6 TYP r BEVELED 2x4 TYP.•.•. r S�F�IEARLEKEYXTYP. TA.5UBFLOOR,$�_ T.O.SUBFLOOR •' SHEAR KEY,TYP. EL.5f-t PLAN L. J OC T.O.WALL TO.WALL v O FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL •. PRE-ENGINEERED f .• ;• ;. Q PLATE5 WITH&d NAILS 0 4' PLATES WITH 8d NAILS 0 4' ,, FLOOR TRU55E5, B.O.FOOTING f• •.. B.O.FOOTING •e'•r• ... E O.G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. •. } SEE PLANS k (2)#5 ,ONT14)OU5 - (2)#5 CONTINUOUS (2)#4 CONTINUOUS (2)#4 CONTINUOUS ^1 • •... FOOTIN6 SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BAR5 0 BOTTOM OF VJ BARS®TOP OF WALL BARS®TOP OF WALL NATURAL,LM15T'URBEp FOOTING NATURAL,UNDISTURBED FOOTING PRE-ENGINEERED TOP CHORD Z •` .i:•: BEARING FLOOR TRUS5ES, . SUB-GRADE OR PROPERLY SUB-GRADE OR PROPERLY o . SEE PLANS '' CONT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. ' TO GONG.W/0.151'DIA.HILTI TYPE �'• P.T.2xb BLOCKING BETWEEN • ••• X-U POWDER ACTUATED FASTENERS SECTION THRU GARAGE DOORS SECTION THRU GARAGE WALL p O TRUSSES FASTENED TO GONG.W/ ' ••.• 0I64 O.G.STAGGERED.CEILING - '.•'•.' 0.151'DIA.HILTI TYPE X-U POWDER •. . SCALE: STRAPPING SHALL BE FASTENED , .. >~ Ln ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)8d NAILS Inn BLOCK.GEILIN6 5TRAPPIN6 SHALL BE FASTENED TO BLOCKING W/8d r-- ., r--- NAILS®8'O.G. ,• -- �"APA RATED WALL 2xb WOOD STUDS®16"O.G.UNLESS � w • •' '% SHEATHING,SEE NOTED OTHERWISE IN PLANS ORLO GENERAL NOTE5. SHEARWALL SGHEDULE5. � N '• ,•......•+ DOUBLE 2xb SILL(P.T.ON BOT)FASTENED FASTEN PLYWOOD TO ALL TO CONCRETE WITH i"DIA.x I6°LON6 36' 10,WALL 10'WALL :a`•,• PLATES WITH 8d NAILS®4 HOOKED ANCHOR BOLTS 648"O.G. AND N } O.G.EA.PLATE,TYP. 6'(MIN)FROM BUILDING CORNERS,WALL '— ;I:::�. ENDS,AND DOOR OPENIN65. #4 SLAB DOWELS®12° 24" 'J O.G.0 TERRACE o • ':.' T.O.STEM CONC.SLAB ON FOUNDATION • Y`L•�` P 6RADE,SEE PLANS T.O.5LAB • r #5 CONTINUOUS HORIZ. SEE 9 • BAR®TOP OF STEM T.O.SLAB •,• ',• .. �:: .•• b°STEM + '• •'�, k' S P J . I o • T.O.SHELF , T.O.WALL 2 �t PROVIDE AND INSTALL FELT ' R�/IDE AND INSTALL FELT GONG.SLAB ON PROVIDE AND INSTALL FELT +�• y' BOND BREAKER WHERE L.SEE PLAN 4' BOND BREAKER WHERE &RAPE,SEE PLANS f; BOND BREAKER WHERE SLAB IS POURED AGAINST ELF 5LA6 15 POURED AGAINST a- CONTINUOUS SLAB 15 POt�RED A6AIN5T CONTINUOUS (I)#4 CONTINUOUS -: 8'WALL BEVELED 2x4 , FOOTIN6/WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. ■ FOOTIN6/WALL,TYP. BARS®TOP OF WALL „� Lo SHEAR KEY,TYP. •:. SHEAR KEY,TYP. 10 WALL GONG.SLAB ON ..••.'' GONG.SLAB ON #5 CONTINUOUS HORIZ. ..•.. ■ .. .• CONTINUOUS r•— e b' '• GRADE,SEE PLANS b' GRADE,SEE PLANS BAR®TOP OF SHELF :..:: b TYP ��p 2x4 TYP. TIP. CONTINUOUS SHEAR KEY,TYP. BEVELED 2x4 v o SHEAR KEY,TYP. • TYP. a — i:',•�. •:''`:.:�•,' Q ': B.O.FOOTING B.O.FOOTING _ EL.SEE PLANI B.O.FOOTING • .,. (2)#4 CONTINUOUS `•. `' FOOTING SHALL BEAR ON BARS®BOTTOM OF t SEE PLAN 1-10 (2)(2)#5 CONTINUOUS SEE PLAN •1'-10" (2)#5 CONTINUOUS :: 4 I'-8° a NATURAL UNDISTURBED FOOTING BARS 0 BOTTOM OF BARS®BOTTOM OF a• • — SUB-GRADE OR PROPERLY v FOOTING v FOOTING B.O.FOOTING i•:'�:' COMPACTED&RAVEL FILL. 4' m FOOTING SHALL BEAR ON m FOOTIN6 SHALL BEAR ON 'VARIES (2)#5 CONTINUOUS Q NATURAL,UNDISTURBED NATURAL,UNDISTURBED SEE PLAN BAR5 C BOTTOM OF o SUB-6RADE OR PROPERLY SUB-GRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. m FOOTIN6 10 SECTION THRU TERRACE FOUNDATION SCALE:3/4'=I'-0° a 0 9 SECTION THROUGH WALKOUT FOUNDATION 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b SECTION THRU FOUNDATION-PARALLEL FRAMING SCALE:3/4°=I'-O' SCALE:3/4"=I'-O" a 4 O l,. 4i C G N CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 127 Black Point Lane Cwnt"/OWeIN Portsmouth,Rlo287s Consu"Engi- 40L578.2983 51NG4-E 2x4 50LE PLATE,TYP. NEW �P V. 9,f, CO PROVIDE CONTINUOU5 2x4 F9 2x4 WOOD STUDS®16"O.G. 2x4 WOOD STUDS®16"O.G. 'RIBBON"FASTENED TO EA. 5HEARWALL.SEE SHEARWALL PLANS SHEARWALL.SEE 5HEARWALL PLANS i FLOOR TRU55 W/12d NAILS 'I W Z Z'+' w o E°' SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL m<` 09016� �'= W'�" <C rn INFORMATION INFORMATION d�G'r � C W U c c o G�f_'.�S10NP ad p W U-E 0 o C SINGLE 2x4 50LE U = PLATE,TYP. T.O.50-FLOOR PERMIT SET z PROVIDE CONTINUOUS 2x4 GOORD.W/ARCH. "RIBBON"FASTENED TO EA. �"Td6 PLYWOOD GOO .F TING a SUB-FLOOR. I TS IN FLOOR TRUSS W/12d NAILS 'L P.WG5. i PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD / FLOOR TRU55,SEE PROVIDE Y4"DIA.x 6'LONG PLANS \/PROVIDE AND INSTALL TRIPLE 2x4 SIN WN 5D5 SCREW FASTENED STUB P05T(NOT SHOW BELOW ALL THROUGH DOUBLE TOP PLATE AND DOUBLE 2x4 JAMB AND P05T LOCATIONS ABOVE. DOUBLE 2x4 TOP INTO PRE-ENGINEERED TRU55 TOP PLATE,TYP. BOTTOM CHORD®24'O.G. 6.G.NOTE: PLATE,TYP. i PRE-ENGINEERED WOOD FLOOR TRUSS BEARING REQUIREMENTS SHALL BE COORDINATED WITH TRU55 DESIGNER 2x4 WOOD STUDS,®Ib'O.G. 2x4 WOOD STUDS®16'O.G. SHIEARWALL.SEE 5HEARWALL PLANS d SHFARWALL.SEE 5HEARWALL PLANS d Z SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL Q INFORMATION INFORMATION L! 04 2 Z CTION THRU FRAMING AT PARTY WALL ALE:3/4"=I'-O' O O CV O Q -0 -0 w E Z4-- 2x4 WOOD STUDS®Ib'O.G. 2x4 WOOD STUDS®16"O.G. cn Q SHEARWALL.SEE 5HEARWALL PLANS d 2x4 WOOD 5TUD5®16'O.G. SHEARWALL.SEE SHEARWALL PLANS d O Q 2x4 WOOD STUDS®Ib'O.G. SCHEDULE FOR ADDITIONAL SHEARWALL.SEE SHFARWALL PLANS d SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16"O.G. SHEARWALL.SEE 5HEARWALL PLANS d INFORMATION SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®16'O.G. INFORMATION 5HEARWALL.SEE SHEARWALL PLANS S d SCHEDULE FOR ADDITIONAL INFORMATION SHEARWALL.SEE SHEARWALL PLANS d I SCHEDULE FOR ADDITIONAL LLJ INFORMATION TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED SCHEDULE FOR ADDITIONAL P.T.2x4 SILL FASTENED TO CONCRETE 1 INFORMATION N Q I- TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION w U Q SINGLE 2xb 50LE TO GONGRETE WITH in DIA.x 120 LONG TO CONCRETE WITH IN DIA.x 12"LONG WITH i°DIA.x 12"LONG HOOKED ANCHOR SINGLE 2xb SOLE p :n p PLATE,TYP. HOOKED ANCHOR BOLTS®480 O.G. AND HOOKED ANCHOR BOLTS 0 45"O.G. AND BOLTS®48"O.G. AND 6'(MIN)FROM PLATE,TYP. "TiG APA RATED 6'(MIN)FROM BUILDING CORNERS,WALL b"(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND COORD.FIRE RATING in TEG APA RATED PLYWOOD SUBFLOORACOORP.FIRE RATING REQUIREMENT5 W/ PLYWOOD 5UBFLOOR REQUIREMENTS IN ENDS,AND DOOR OPENINGS. ENDS,AND DOOR OPENINGS. DOOR OPENINGS. T.O.SUBFLOOR ARGH'L DWGS. PROVIDE AND INSTALL FELT BOND ARCH'L DWG5. T.O.SUBFLOOR 5Et PLAN PROVIDE AND INSTALL FELT BOND BREAKER WHERE SLAB 15 POUREDEL.5ffQ T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED T.D.WALL AGAINST FOOTING/WALL,TYP. E IRVEL.5EE PLAN AGAINST FOOTING/WALL,TYP. 14VEL.SEE PLAN GONG SLAB ON T.O.5LABOC JkTD.5LA13 GRADE,SEE PLANS • FLOOR TRUSSES, ,f 'x -x .• x-�i—..•x .� L. A •x SEE PLANS W .• —- — — # Z (2)#4 CONTINUOUS J GONG.SLAB ON (2)#5 CONTINUOUS o BARS®TOP OF WALL GRADE,SEE PLANS BARS®TOP OF WALL TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED ,[ PRE-ENGINEERED TOP CHORD '• V(2, 5 CONTINUOU5 BEARING FLOOR TRUSSES, LONG BARS®TOP OF HALL ID'WALL AT STAIR OPENING, �: THOOKEP� RANCHOR BOLTS ETE HITH Is 1®48""O AND O SEE PLANS PROVIDE(2)ADD'L�5 b'(MIN)FROM BUILDING CORNERS,WALL ° O Q., • •. CONTINUOUS .'• E P.T.2x4 SILL FASTENED TO CONCRETE .' BARS.EXTEND BARS •�;�.• ENDS,AND DOOR OPENINGS. o WITH in DIA.x 12'LONG HOOKED ANCHOR pi BEVELED 2x424'BEYOND EDGE OFSHEAR KEY,TYP. GONT.P.T.2xb LEDGER FASTENED BOLTS®48'O.G. AND b°(MIN)FROM OPENING ON EA.SIDE TO CONC.W/0.15T"DIA.HILTI TYPE BUILDING CORNERS,INALL ENDS,AND DDOR OPENINGS X-U POWDER ACTUATED FASTENERS ®I6"O.G.STAGGERED.GEILIN5 STRAPPING SHALL BE FASTENEDLO TO LEDGER W/(2)8d NAILS WB.O.FOOTING • •. ' • u • (2)#4 CONTINUOUS :'• ' FOOTING SHALL BEAR ON BARS®BOTTOM OF I'-10" NATURAL,UNDISTURBED FOOTING ;,•....• a SUB-GRADE OR PROPERLY 10'WALL COMPACTED GRAVEL FILL. 10 WALL .,• TION THRU GARAGE AT PARTY WALL c (D!!ALE.3/4°=r-O" .• f.' 0 PROVIDE AND INSTALL FELT •�• CONTINUOL15 CONrINUOU `•' PROVIDE AND INSTALL FELT (0 BOND BREAKER WHERE BEVELED 2x4 BEVELED 2x4 BOND BREAKER WHERE q SLAB 15 POURED AGAINST ;- FSLABII /DTMAPGAINST SHEAR KEY,TYP. SHEAR KEY,TYP. +'. o FOOTING/WALL,TYP. •' :' GONG.SLAB ON 4 TYP. GONG.SLAB ON GRADE,SEE PLANS ;� •, b • TYP. :�+ �r GRADE,SEE PLANS t a • ' B.O.FOOTING B.O.FOOTING (2)05 CONTINUOUS I'-10" V I SEE PLAN SEE PLANS I'-10' (2)05 CONTINUOUS BARS®BOTTOM OF BARS a BOTTOM OF FOOTING� � v �FOOTING c FOOTIN6 5HALL BEAR ON m m FOOTING SHALL BEAR ON 4 NATURAL,UNDISTURBED NATURAL,UNDISTURBED SUB-GRADE OR PROPERLY SUB-C-RADE OR PROPERLY a COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. h R SECTION THRU FOUNDATION AT PARTY WALL 09CALE: SECTION THRU FOUNDATION AT PARTY WALL AT GARAGE 10SCALE:3/4"=1'-O° 3/4"=11-0" c e h CAMERA•O'NEILL w CONSULTING ENGINEERS Structural Engineering-_Design 217 Black Point Lane Camara IO'NeiB Portsmouth,Rl02871 4< Cons:AtKV Engineers 401-98.2983 GENERAL NOTES: CONCRETE NOTES: OF NEW Y I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 P51 AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN AC.GORDANGE WITH THE LATEST EDITION OF'TIMBER C0145TRRUGTION DIMENSIONS,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 45%AND'7%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR y � SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS SSE LUMBER AND ITS FA6TENIN65'OF THE NATIONAL FOREST PRODUCTS A550GIATION. AND ALL CONSULTANT PRAHIN66 AND REPORTS INCLUDIN6 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE95 THAN 3000 P51 AT 6EOTECHNICAL REPORT. 26 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND OB16N VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BEt 5TUD5•CONSTRUCTION GRADE SPRUCE-PINE-FIR,FC=1000 P51,E=1,300A00 PSI, o .. w W z m Z E 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A GOMPRE%IVE STRENGTH OF NOT LESS THAN 4000 P51 AT 26 DAYS JOISTS/RAFTERS/BEAMSt SPRUCE-PINE-FIR NO.2,F5=815 PSI,E-1,400po0 P51 m2� a' V,2 O j S U THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 4396 AND 19). PRE55URE TREATED LUMBER:50VTHERN PINE NO.1,E=1,400p00 PSI 090161 W U <- '�° P�' oa p W c m 3.ALL DIMENSIONS,EJ=VATTONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REOUCIN6 ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2x6 A 16"O.G.UNLESS NOTED OTHERWNISE.FURTHERMORE,ALL WALL ••~�'•`;_SS10N � °o oc� GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN O - Q m ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPERPENT CONCRETE TESTING LAB ON FASTENERS 0 I6'O.C. PERMIT SET U V Z 2 GEOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 7 DAYS,TWO oc U0 TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL NUMBER OF STUDS Q CODE INFORMATION AND DW6N LOADS()EXCEPT AT EACH END,UNLESS NOTED OTHERWISE. 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE P4000 STUDS SHALL BE NAILED T06ETHEZ WITH 160 NAILS.NAIL RELATED REFERENCE,ASGE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF 5PAGIN&SHALL BE IN 2 ROW5,SPACED 8'Or6.FROM BOTH SIDES STAGGERED 40 APART. CONCRETE USED ON SITE.MIX DE516N SUBMITTAL SHALL INCLUDE H15TORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-QJ&lh029P WOOD TR)55E5t FLOOR LIVE LOADS, CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL RESIDENTIAL, HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LE95 THAN I.WOOD TRUSSES SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD PRIVATE ROOMS 4 CORRIDORS SERVING THEM:40 PSF 6.ALL REINFORCING BARS SHALL BE A"A-615 GRADE 60 UNLE56 NOTED OTHERWISE TWO JACK STUDS AND ONE FULL HEIGHT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. TRUSSES',PUBLISHED BY THE TRU5555 PLATE INSTITUTE. EM PUBLIC ROOMS 4 CORRIDORS SERVING THEM:100 PSF 2.ALL ROOF TRUSSES AND OVERHANGINI6 WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER q.GENERA!_CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORDIJR FOR ARGHITEGTAL AND 1•ALL CONVENTIONAL LUMBER ROOF RAFTERS 5FIN-L HAVE A 51M(P50N UPLIFT ANCHOR AT EACH BEARING LOCATION. TRUSS r„��5 REQUIREMENTS. ROOF LQAO5/FACTOR5; ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE 6EERAI CONTRACTOR PRIOR TO USE SIMP50N L55U SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 MIN.ROOF LIVE LOAD,20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, &A.RIDGE STRAPS 00 80 NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED SUBSTITUTION). 3 WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(Pc):30 P5F BENDS,DETAILS,ETC. DRAWINGS BEARING SEAL AND SIGNATURE OF THE DES16N PROFESSIONAL ENGINEER,REGISTERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED FLAT ROOF SNOW LOAD(Pf):30 PSF OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is),IA 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 30,BUT IN NO CASE SHALL THEY BE MEMBER. SUBMITTING TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; URE SNOW EXPOS FACTOR(68):1.0 LESS THAN 2-0 OR 46xDIA TRU55 DETAIL SHEETS SHOWING CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(Gt):IA 9.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING ��CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUSS CONNECTION HANGERS FOR If.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PAROLEE.TO FLUSH FRAMING,,TEMPORARY BRACING RFQUIREI ENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRU55 6E01EGHNIGAL FACTORS: PARTITIONS. DESIGNER),ETC. FROST DEPTH:3'-6' 12.ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MSH E PANELS AT SIDES AND ENDS AND BE SECURELY A56l)MED SOIL BEARING CAPACITY,SEE'FOUNDATION NOTES'IT 15 ASSUMED THAT WIRED TOGETHER. 10.ALL WDOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. 4.)TRUSS DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY 11$NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING THIS CON5TIRUCTION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL PROP05M BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND 13.SEE ARGHIIEGIURAL DRAWIN65 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRE5510N5 AND GUT II.EXTERIOR WALL SHEATHING SHALL BE MINIMUM IFIC LY STRUCTURAL I RATED SHEATHING.�'NAILED 'ZIP'SYSTEM IS REQUIREMENTS MAY INCLUDE BUT ARE NOT LIMITED TO ADDITIONAL DESIGN LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECT'S DUE TO SETTLEMENT,DIFFERENTIAL �5' PERMITTED,'ZIP-ZIP INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING h1E118ER5, Z SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR NOT LESS THAN 6'OL.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL EDGES MUST BE BLOCKED AND NAILED SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSS DESIGNER SHALL CAREFULLY OWNERS SHALL RETAIN THE SERVICE5 OF A QUALIFIED 6EOTTECHWCAL ENGINEER TO 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMI81N6,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS COORDINATE ALL LOADS DUE TO MECHANICAL EQUIPMENT AND PL.UMEIN6 FIXTURES,INCLUDING BUT NOT LIMITED TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FlROM ROOF TO FOUNDATION. TO TUBS,SHOWER UNITS,WITH THE 6.C.,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.SUB-FLOORING SHALL BE 3/4"TONGUE 4 GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS � PROCEDURES AND 61JIVELK5 PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD SUB-FLOOR 5.DEAD LOADS, WIND FACTORS: REINFORCED CONCRETE'AGI-316,MANUAL OF STANDARD PRACTIGE FOR REINFORCED CONCRETE STRUCTURES,ACHWI, ADHESIVE AND 6d NAILS O 6"O.G. ROOF TRU55 TOP CHORD DEAD LOAD,10 P5F RISK CATEGORY:II AND ACI-505/306 6UIDE5 FOR HOT/GOLD WEATHER CONCRETING. ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 P5F FLOOR TRU55 TOP CHORD DEAD LOAD:15 PSF BASIC WIND SPEED Nh 130 MPH FLOOR ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM J'T46 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSS BOTTOM CHORD DEAD LOAD,10 PSF O EXPOSURE CATE60RY:B 16.6L.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL 04 TOPOGRAPHIC FACTOR(Kzt):1.0 BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING,ON NON-CURVED SLOPING,FRAMING SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED 6.TRUSS DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TK65E5 WHICH MEET A LIVE LOAD O ENV_LOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DE5IRED ARCHITECTURAL FINISH.6.G.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF 5HEATHING. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TF465ES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF N INTERNAL PRESSURE COEFF 6Cpl:30.16(ENCLOSED BLDG) CONSOLIDATING CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY THE LE556t OF%OR L/360 UNLESS SPECIFICALLY APPROVED OTHERWISE. SALIENT CORNET,DISTANCE:6-0' CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR'HONEY-COMBING'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING,FRAMING SHALL BE NAILED WITH 8d NAILS NOT ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 46'OF T WOOD TRRL55 ERECTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY W } COMPONENTS AND CLADONSt_Ulf T WIND LOADS 11.GENERAL.CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRACING. F-- O ZONES I,2 4 3 ROOF WIND PRE95LR-5 DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O r- TRIB AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBING'AND VOIDS IN CONCRETE 16.ROOF SHEATHING,ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF#"APA RATED PLYWOOD 6.TRU95 SPACING,SHOWN IN 5TTRUGTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 PSF 35.6 P5F 35.6 P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-STA61N6 CONCRETE VIBRATORS IN CONE7E5TED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STAGGERED BETWEEN 5UGGES51VE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING Z 20 5F 28.q PSF 34.0 P5F 34D PSF 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 0 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). Q11 0 .Q S 50 5F 26.6 P5F 32D PSF 52.0 P5F CONTRACTOR DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. 100 SF 25 2 PSF 30.4 P5F 30.4 PSF 18.CONCRETE VOIDS AND EXCES54VE'HONEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE I'i.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL EDt5E5 IN w -►-- ZONES 4 4 5 WALL WIND PRESSURES ARGHIIEGT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PARGIN6,DRY-PACKING,AND ALL.GIRLiA-� TANGE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR W Q TRIG AREA ZONE 4(FIELD) ZONE 5(CORNIER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL ED6E SUPPORT AND FASTENING. Z Z 10 5F 33.0 P5F 40.1 P5F SIGNIFICANT VOIDS. W 20 5F 31.6 P5F 38D P5F 0.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z N 50 5F 2q.8 PSF 34.3 P5F STRUCTURAL STEEL NOTES: DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP PRAWIW75 SHALL INCLUDE BUT ARE NOT LIMITED Q 100 SF 28.4 P5F 31b PSF 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISC SPECIFICATIONS AND CODES, TOr FRAMING,LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, t- 500 5F 25.2 P5F 25.2 P5F LATEST EDITION. CONNECTION HAN6ER5,BLOGKINI6,BRID61N6,AND SQUASH BLOCKS. IL FOUNDATION NOTES: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS N SHALL BE ASTM Agg2 FY=50 KSI.BASE PLATES, N Q Iq.LAMINATED VENEER LUMBER(LVU,LAMINATED STRAND LUMBER(LSU,AND PARALLEL STRAND LUMBER(ESL)SHALL w GHANNEL5,ANGLES,AND MISC.STTRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 K51.ALL SQUARE AND BE VERSA-LAM BY BOISE CASCADE OR EQUAL. tL U Q I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H55)SHALL BE A5TM A-500 GRADE B FY MINIMUM 46 K51. 0 N CLEARED FROM THE BUILDING FOOTPRINT. 3. LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 P51,FT=2150 P51,FG='T50 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND PSI FG=3000 PSI,FV= 265 PSI,E=2pOOp00 PSI 2.ALL SOIL SUPPORTED FOOTIN66 SHALL BE FOUNDED UPON COMPACTED NATURAL A301. L SUBGRADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P5L G0LL"*/P05TS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=150 SU LEAST OR C PSF.GG SHALL BE N GRAVEL FOR DETERMINING THE SITES 4.ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-525 FOR 5/4"DIAMETER P51 Fr,=3000 PSI,FV= 285 PSI,E=1300000 PSI SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE&G.SHALL BE HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. RESPONSIBLE FOR GONSTIRUGTING TH15 BUILDING AND SURROUNDING SITE/5UB&RADE 22.LVLS AND PSLS SHALL BE R2EF OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL IN STRICT ACCORDANCE WITH THIS REQUIREMENT. 5.ALL WELDING ELECTRODES SHALL BE E10XX LENGTH OF THE MEMBER. 6.ALL rELDIN6 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 ASTM D-255q-76. 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND GAS WELDING IN BUILDING GONSITRUGTION,LATEST EDITION q u J 24.ALL 5 MESON CONNECTORS MANGERS,STRAPS,UPLIFT CONNECTORS,POST GAPS,EGTJ SHALL BE COATED WITH 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF L.E55 THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX WRRO51ON RESISTANCE OR APPROVED SUBSTITUTE. T Z EACH TYPE OF 501E TO BE COMPACTED. OF IOp00 POUNDS UNLESS NOTED OTHERWISE. q 25.ALL FASTENERS IN CONTACT WITH PRE55URE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.501E SHALL BE GOMIPACIED TO NOT LE55 THAN gSSG OF MAXIMUM DRY DENSITY PER 6.ALL FILLET WELDS SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. ,L A5TM 0I551 IN LIFTS NOT TO EXCEED(5'LOOSE DEPTH. q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXP05W TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED UN-IBER,AND/OR THE O b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE o a �. TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE L 10.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. 'o ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SFNALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIM1PSON PC/EPG h � " 7.BAGKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INGRE•fENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. POST GAPS AND 46'LONG A NLES5 OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.5TRAP5 SHALL BE EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST.FASTEN STRAPS WITH `r It.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND IOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. r 6.SEE PLUMBING AND ELECTRICAL DRAWINGS FOR UNDER FLOOR SYSTEMS AND SPECIAL 5EOUENCE5 WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. ce GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,LOOSE 28•ALL GEILINI6 FRAMING(INCLUDING TRUSS BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE _ LO FRAMED IN ORDER TO BRACE THE EXTERIOR WALL5 AGAINST LATERAL MOVEMENTS.COORDINATE=ALL CEILING h� q.NO FOOTINGS OR SLABS SHALL BE POI,RfD INTO OR AGAINST SUBGRADE CONTAINING MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO o \r FRAMING WITH ARCHITECT OF RECORD. (�, 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 4 INSTALL 0. 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE 4 INSTALL I'FULLY WELDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING 4 POINT CONTIR)CU5 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DEGKIN6 N 64ZANULAR 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 SCREW a J �- 5U56RAOE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTEGHNIGAL ENGINEERS THROUGH TOP OF RAFTER. OF RECORD 14.CVT5,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES o SHALL BE SHOWN ON SHOP PRAWIN65 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING,OF 30. PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TPX%. 11.FORGES DUE TO HYDROSTATIC PRE55URE HAVE NOT BEEN CONSIDERED IN THE HOLES GUTS IN STRUCTURAL, MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS 0 6"O.G. - VJ PES16N OF THE FOUNDATION FOR THUS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERM156ION FROM THE STRUCTURAL ENGINEER OF RECORD. (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS, GENERAL.CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNICAL ENGINEER,CIVIL 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS WV bd NAILS 0 6'O.G.AND TO THE TRU55 VERTICAL MEMBERS WITH 8d NAILS® � ENGINEER,OR OTHER QUALIFIED PE516N PROFE55IONAL TO ENSURE HYDROSTATIC AND ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL b'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER C FORCES DO NOT EXIST. CONTRACTOR PRIOR 70 5UBMITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS m 6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 12.ALL DAMP-PR MATERIALS,LENGTHS,COTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS®6'O .•' DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE EXCEPTION,PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK IQ t \ RESPONSIBILITY OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AN /D DOOR LOCATIONS WITH 05)6d NAILS(5 EACH KING AND JACK) w' 4 I: �Q i� y� W C { U s Q V t4 O O C 12 h N Q C S R C u c. r 0 ti W&OMM60 CAMERA•O'NEILL 6LCONSULTING ENGINEERS I I Structural Engineering-Design 117 Black Point Lane I ALL DECK BEAMS SHALL BE I I I d amera/O•MeiO Portsmouth,78.2983 en FASTENED TO POSTS TO PB15T C,,,,,,n;,,yE„9ite� poL578.z983 UPLIFT WITH SIMPSON COIL STRAPS,SEE DETAIL PROVIDE SIMPSON PG6Z C4X" ��p�NEW Y GAP AT ALL DECK POSTS CO V. I PROVIDE SIMP50N H25A UPLIFT ANCHORS AT EA.END Q A A OF ALL DECK JOISTS,TYP. A T6 6 tb �bV� �.,.�'1 2 us z' r U PROVIDE d INSTALL SIMPSON �� !M� C� F >S c a P.T.TRIPLE 2xI2-BEAM(FLU5W ABU44 STANDOFF BASE d FASTEN <<y Q9016� fit' 0 W U Q FASTEN FIRST JOIST THROUGH -------- TO GONG.W/5/a DIA EPDXIED ,`��..cg10NP� m 0 W o t p o I SHEATHING AND INTO WALL -� I THREADED ANCHOR ROD 66 ( = O = t^° `* I S,T M RIM W/Ya'x4'LONG �_ _..-------�__--- �Q m SIHP"SDW5 SCREWS AT 6 I.T. a I Ed I O --------_—._ EMBED) PERMIT SET U �z -2 PRE ENGINEERED V �, GIRDER TIZU55 OR PRO IDE I N L 21 CONTINUOUS P.T.2A2 LEDGER -+ DOUBLE Ib'L.V.L. Q �. \Y FAO: T AlN FASTENED THROUGH I BEAM(FLUSH) PROVIDE j'x4'xl0'STEEL BEARING I Q —_= D IST TYP SHEATHING AND INTO RIM ��SET S BED NON- J015T/WALL STUDS W/(2)Y4 GROUT.FASTEN BEARING PLATES TO r x 4'LONG.SIMPSON SDNS a r- III I 16'O.G. CONC.FDN.WALLS W/(2)�DIA III I _ EPDXIED THREADED ANCHOR ROD5 W/ I — III \� k 4'EMBED. IL jI -- i ——— osr iii 5 III ASTEN BOTTOM FLANGE i I I I III I III PLATES W/(2)�'VIA.LA6 I I I Iil lil I Iil I lil 50.2 I i 1 HAIN6ER5 PER TRUSS cJp� 1 I I HAGS PER TRI,65 I iIi I I I iIi I 1 Z III lil 40 502 lil 50� N O III p III W I i I x ILER 5RALL BE RIPPED C _ I i i 2x NAILER SHALL BE RIPPED I �III I I ® X~ii1 I FLANGE WITH 'DIA.THRU I i i FLANGE WITH t VIA.THRU AND COUNTERSUNK iii AND INK R O IO I i _ O CV III FASTEN BOTTOM FLANGE I I FASTEN BOTTOM FLANGE ® Z I '° III PLATES W/(2)J'DIA.LAG I I p III PLATES W/(2)4'DIA.LAG I ` p TRUSS DESIGNER NOTE: �sT TRUSS DESIGNER NOTE:PLUMB �sr , Q S— ING,LINE LOCATION, 1 A ARnHJ&-C- LL- IQ) 2x6 a 16'O.G. DE51FR NOTE2x6 a 16°OBEARIN6 ,G. TRU55 DE516NER 15 RESPONSIBLE FOR `� � .Q I SPECIFYING ALL CONNECTION AND UPLIFT I `Z,40 1 I O OR DOUBLE Ilb 'L.VL.BEAM T TYP HARDWARE.TRU55E5 SHALL N OR DOUBLE Ilb 'L.VL.BEAM T TYP } DESIGN®TO MEET ALL BEARING O O 0 REQUIREMENTS.APPROACHES TO J Z TRU55 OR DOUBLE 118T5' ACHIEVE REQUIRED BEARING ING1 UDE, TRussQL 0' DOUBLE II$15' I LL BUT ARE NOT LIMITED TO,BEARJNS I to Z+X/ OF AMb ENGHANGERS,ADDITIONAL TRU56 PLIES, �—`1�b Z DIFFERENT MATERIALS,ETC I I SEE 6ENERAL NOTE-5 FOR ADDITIONAL ( I 0 INDICATES ADDL LOADS REQUIRQ4ENT5/INFORMATION VIKL)UvdLt11" tvAmI INDICATES �L LOADS LU T OR DOUBLE 164 L.VL. T OR w Q Ib'L.V.L.L.VL. ~ I•qk I.k N I v Ij SIM 51M I 50•I I I SOLIul PROVIDE d INSTALL PROVIDE d INSTALL BEAM POCKET AND P.T. BEAM POCKET AND P.T. I /� BEARING PLATE TO BEARING PLATE TO a VJ ACCOMMODATE BEAM. ACCOMMODATE BEAM. Z PROTECT UNTREATED PROTECT UNTREATED SIM LUMBER WITH BUILDING 51M LUMBER WITH BUILDING o 3 b I FELT 3 6 I FELT 4 �[ 50.2 SOLI 50 2 SOLI O E _ O o. PROVIDE d INSTALL PROVIDE d INSTALL LLO rRE BEAM POCKET AND P.T. IRDER TRUSS OR BEAM POCKET AMC)P.T. IRDER TRUSS OR BEARING PLATE TO BEARING PLATE TO _ I ACCOMMODATE BEAM. p I I ACCOMMODATE BEAM. Q I y PROTECT UNTREATED PROTECT UNTREATED 15z �--- LUMBER KITH BUILDING LUMBER WITH BUILDING 1 FELT O I FELT O LO _ I i-a N I ® I IIx x O� 03 CV � J r-- e e E I t ------------------- -_----------- 17, I I o W r --------------- -- , '------------- -— S0.1 ,A J _ c r— 0 10 10 I SOLI I I SOLI I � r I FLOOR FRAMING-WALK OUT BASEMENT I I FIR5T FLOOR FRAMIN6-E6RES5 WINDOW c E)FIR5T SCALE:I/4'=1'-0" �' A SCALE.1/4'=1'-0° a S Y k w 2 • PLAN NOTE-53 PLAN NOTES CONT., S 1. #J-#K JACK AND KING STUDS SHALL BE 5AME 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 MA►r11FACTURER'S FULL-HEI6HT KING STUD5 WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. 4 Z 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURER'S 2. -INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK 49PRIN6FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, a AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. MLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE SUPPORTED ON EA. DRANN65 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL CHANGE IN FRAMING y END BY A SINGLE JACK STUD 6ANSED TO A DOUBLE KING STUD. METHODMYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.*DENOTE PRE Si RP TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,5LA55,AND ALL k 6. REFER TO GENERAL NOTE-5 FOR FURTHER REGUIREMENT5. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' ?. ALL FULL-HEI6HT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN95 PRIOR TO CONSTRUCTION. a TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED D. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA•O'NEILL w CONSULTING ENGINEERS Structural Engineering-Design .4< W Black Point Lane camwi/0'"N Portsmouth,R1oa87i Consuftmg Engkwrs 403.578.2983 Of NEW Y V. F,Q q I.W.B.,GOORD. 0 l z z g E WON° CO o APA RATED WALL SHEATHIN6, W/ARCH'L m2 `' ? H a o SEE GENERAL NOTES. `��` 09016� ?� ''�►~' ¢ rn o SINGLE 2xb SOLE PLATE O' r`ggtiONP W o w 0 0 0 PERMIT SET U � 2xb WOOD STUDS®Ib'O.G. Q U 14%. Td6 PLYWOOD 5UB-FLOOR. U_ y L ,W U_ PROVIDE AND INSTALL TRIPLE 2xb STUB POST/SQUASH BLOCK MOT J SHOWN)BELOW ALL JAMB AND Q P05T LOGATION5 ABOVE. PRE-ENGINEERED DOUBLE 2xb WOOD FLOOR g TOP PLATE,TYP. TRU55E5,5EE PLANS PROVIDE 2x DIA6. BRAGIN6®48'O.G. Z 056ALE- SECTION THROU6H EXTERIOR WALL-PARALLEL FRAMING Q 3/4'=I'-O" j LU Qe 0 0 Jc 'APA RATED WALL 5HEATHIN6, GkO.,COORD. Q SEE GENERAL NOTES. W/ARGH'L 51N6LE 2xb 50LE PLATE ~2xb WOOD STUDS®Ib'O.G. W E +- C) 0 a) J"T46 PLYWOOD Z Q PROVIDE CONTINUOUS 2x4 SUB-FLOOR. to 'RIBBON'FASTENED TO EA. Z Q FLOOR TRUSS W/12d NAILS J a~. PROVIDE AND INSTALL TRIPLE 2xb U J STUB PO5T/5QUA5H BLOCK MOT Lu -� SHOW BELOW ALL JAMB AND POST LU iU LO1,'ATION5 ABOVE. PRE-ENGINEERED WOOD FLOOR DOUBLE 2xb TOP PLATE,TYP. TRU55E5,SEE PLANS O y K Y Z 2 5EGTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING ° SCALE.3/4"=I'-D" O t O o. t: i°APA RATED T46 �-- PLYWOOD 5HEATHIN6 LAP 9HEATHIN5 r- t2'-0°MINIMJM I'-0"MAX � ` (V c ^` VJ • > w J 2x LADDER FRAMED RAKE PRE-ENGINEERED 'APA STRUCTURAL I RATED WOOD ROOF EXTERIOR PLYWOOD TRU55 S SHEATHING.5HEATHIN6 SHALL PRE-EN61 EXTEND TO TOP OF GABLE WOOD CABLE c END TRU55 END ROOFTRU > 0 SEE ARCH.FORS EXTERIOR FINISHES,TYP. J Lo 3 RAKE LADDER FRAME DETAIL AT TRU55E5 SCALE.3/4'=I'-O" ° a ° 0 a a { z Y a yO S W O °z ° Ir C a a 0 c, U C G H CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design Lane LADDER FRAMED RAKES NOTE orrtsmouth,Point I I LADDER FRAMED RAKES ARE NOT SHOWN I I �'"e�/a�°i� 40LS78.2983 wo .4< Ga+sultirg Enyinetn FOR CLARITY.REFER TO DETAILS 4/51.1 FOR ADDITIONAL INFORMATION OF NEW,, TRU55 DE516NER NOTE V. V. 9� TRUSS DESIGNER 15 RESPON51BLE FOR SPECIFYING ALL CONNECTION AND I UPLIFT HARDWARE.TRUSSES SHALL BE ( ! y DE516NED TO MEET ALL BEARING REQUIREMENTS.APPROACHES TO �` W z 0 I" E ACHIEVE REQUIRED BEARING INCLUDE, �'2 '`� _ H w y N 0�v BUT ARE NOT LIMITED TO,BEARING wf 09 16� ?� ~'^�' Q 2 c ENGHANGERS ADDITIONAL TRU55 O G W U (z - ° PROVIDE DOUBLE ROW DOUBLE JOISTS SHALL GONT 2x8 LEDGER PLIES,DIFFERENT MATERIALS ETC 'J= �PV O0 `u C t p o QF FULL DEPTH"50I.ID BE CENTERED BELOW FAST0,1ED THROUGH SEE GENERAL NOTES FOR ADDITIONAL I I �!C�$10 0 r o c'Q BLOCKUZ DIRECTLY JACK STUDS ABOVE 5HEA IN6 AND INTO BEAM W/ PEI OW WALL ABOVE TAPERED 2x8 ROOF Y4'x 51MP50N 5D5 SCREWS REQUIREMENTS/INFORMATION U = �m v PERMIT SET r,Z ti JOISTS O 16,O.G. O 16' STA66ERED Q(PLUSH BOTTOM)(MIN. �55 b"DEPTH REMAINING) 7kp +b TRU55 BL(�N& BLOCKING, Y Y ° A,, b PROVIDE AND INSTALL SOLID SEE NOTE PROVIDE 2x SLEEPERS IN I 'yF Q Q I s��' BLOCKING EA.SIDE OF ALL RID&E5, I AREA 5HOWN HATCHED A5 - - �- -- _ q3 Y M_ _ -) _ VALLEYS d HIPS AND AT ALL EAVES REQ'D TO ACCOMMODATE 2xg TRI 2 = ===� = = = = =_ = TO SUPPORT AND FASTEN SHEATHING .S > ' PANEL ED6E5.SEE 6ENERAL NOTES , Z PROP05M FLOOR ,_ N 31 ` ELEVATION.COORD.W/ARCHL DRAWINGS j - o = _- = _ FIRST RAFTER/FIRST TRU55 i x ITmm ff IXb Pllr Zxb TR 2x8 rNzper I /; �.•'� IIN �- ML�_ ,Ir `,' b FASTEN FIRST RAFTER/TRU55 T'HR+OU6FI I HE R Rp ^, Z+ SHEATHING INTO WALL STUD5/TW/5Wglf - W/4'k4 a SIMPSON 5D PROVIDE 51MP50N LU528 _ TRIPLE 61 IRIPLEx TRIPLE 2Xb SCREWS AT Ib'O.G.STAGGERED FACE MOUNT FIAJN6ER5 AT I PROVIDE 51NGLE (UNl.E55 OTHERWISE NOTED) _ INK ALL JOISTS i 11.675'L.V.L.RIM - � POST DOWN TO TRIPLEWPACU i LUS25-2 FACE ABOVE EXTERIOR WALL BELOW _1777- �- DES16NER NOTEi r 1 I 2 ; H5ER5 PER TRU55 \ TR 5® 4"O.G. 50.2 j• ,I 2 J z LU �� I o i BL IN6, O �s i iv t}+ A NOTEL1 CN - RE PER O I g i �hQ +~. ---- M. DESI T1rP. lA�. CV 06 2x ILER 5HALL BE RIPPED i PROVIDE AND INSTALL 45'LON6,20 6A Qh fl NRARppq i SIMP50N COIL STRAP FROM ONE SIDE OF BEAM,SEE PLAN cj:� Z -+-- AND FASTENED TO TOP i POST,UP AND OVER THE TOP OF THE BEAM, G i C) � AND DOWN THE OTHER SIDE.FILL ALL _ i x r- BOLT a 24'OL,STA66ERED ; AVAILABLE NAIL HOLE-5 WITH IOd NAILS. =•r�r `- r STOP MIDDLE PLY SHORT OF STEEL BOTTOM OF P05T 51M,SEE GENERAL NOTES Q r` ALL r VIDE 4 INST i TA L TTON A REQUI 0 LL_ N as I I MIER I 51MP50N PG OR EPG POST GAP, g0 DE ITIVE I L.V.L.PI SHALL BEAR DIRECTLY I AND I ON F I 0 LL- E SEE GENERAL NOTES ROOF Z u- O N PRE I GIRDER TRU56 P.T.P05T PRELil t3 O O Z Q. ` SEE PLANS 5 O 'O.G. O V)b O W 0:� Q V) 17 61RDM TRU55 - �� JD�""-S, A TYPICAL DEGK/PORGH BEAM STRAP DETAIL ti _ __ I � -I 11 75' .BE Zx6 I SCALE:3/4-I-0 1---- 4 BL T I �� ?_-. w U Q I NOTE V) 0 iCOO D.SKY1� i ip PLUMBI 1NE LOCATION, _.__ �III __ ,;; xb\ COORD. ARCH/6,G. _ it ENSICW/A t --- _ TR 1.Z5 DEL.11815' 3 L.V1.BEAM ^ - _ O `s+ PROVIDE TRIPLE 2xb -.�._ �+ 1 4 I GO `2 S+ HA ZDWARE PER �. '- QLON TYP. 3j PRE-EN51NEERED + AIRE E � 5 J--1 1100111 IRDER 7 Tj z WALL SHOWN SHADED TH15 WALL 15 THE PARTY WALL BETWEEN UNITS GOOR� ATTIC 4CCM - I TRU55 DIM NENONS DW65BU O DOUBLE IN6, +6 itB75` }x Gq NOTE O 0 �c t: co `+J. I' I 2x4016* 4CA O.G.BEARING I I 0 15 WALL IS THE PARTY ' �r.... PRE I 1 2 50.2 ® 4'O.C. r, N 2 z zO . I 502 I I N PIE — e ! LC)I DOUBLE 11375'L.V.L. TRIP 2xb UPLE5 TRI <6 IPLE 2 B (FLUSH) EAM _1 17I I o if �y TRUSS t �,o �'4 i �- j BLOCKING, I SEE NOTE --- o ARCHITECTURAL LO EMBELLISHMENTS BY OTHERS. c COORDINATE WITH ARCHITECTURAL DRAWIN65 I I I I I I I I e 0 B SECOND FLOOR FRAMING i SCALE: 1.-O" D�V-RAMIN& T -O" PLAN NOTES, PLAN NOTES CONT.r 1. #J-*K JACK AND KIN&STUDS SHALL BE SAME VIMEN51ONAL STIR LUMBER AS ADJACENT STUDS.(i.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEI&HT KIN&STUDS WITH 2 JACK STUDS 5UPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. o 10.ALL WLTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES SIW50N 5TRONC7•-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 5IMP50N HAN&ER9 REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. h CN 3. "LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDEY2'THICK'SPRINGFIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED A5 A&ENERAL GUIDE TO FRAMING.THE EXACT FRAMIN6 LAYOUT, g AND BASE PLATES AT ALL LALLY GOLUMt . MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE SUPPORTED ON EA. DRAHINC75 AND ULTIMATELY DETERMINED BY THE 6ENERAL CONTRACTOR.ANY 505TANTIAL CHANGE IN FRAMING y 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 PRESSURE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL b. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6E0TECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEI&HT COLUMNS WHICH PASS THROU6H FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6UTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED 8. ALL PLATFORM FRAMED P05T5,WALLS,AND/OR BEAM LOADS 5HALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPON51BILITY OF OTHERS AND FULLY COORDINATED WITH THE a CRIPPLE STUDS,'5QUA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKIN6. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 1%7 Black Point Lane Portsmouth,R102871 Canwe O'Neill 4OLS78.2983 Cormuftcng Enpoem of:NEIWV CO w z z LU E 0' &U 2 co 0 T 6ft 439 U"I U) > C Q.- --------------- ------V_- 09 _T —---------- in Uj M E !,7o Fi�,.,1: ----n 03 ad In UA 2 3 0 C 0 t2 PERMIT SET r,z 0 U 011 011 .—LT X J AT KALKOUT BASEMENT OPTION,PROVIDE`STI STRAP HOLD014,15 IN LIEU OF"H2"HOLDOIAINS AT FIRST FLOOR FRAMIN& 4- AN lu -7 f __+12 H2 SK 10 z > LU ADJACENT ADJACENT UNIT UNIT 7 -.0(0 CN .......... TH15 SHE L 15 THE TH15 SH5AP44ALL 15 THE PARTY WAL.BETWEEN UNITS PARTY WALL BETWEEN UNITS 4-_ < 0 L CL 7C) _Q < 0 < LLJ V) CL w LU __j 6i < 0 cool) 0 Al H2 H2 SWS T 0 Ile ----------- Q 44. 0 0 0% J ca ADJACENT Z ADJACENT LINIT UNIT 7 LO CN 0"- C) 04 v 70 C: FIR5T FLOOR 5HEARKALLS ";'5T I3A5EMF.NT 5HEARNALLS-KALKOVT 13A5EMENT OPTION OZ�ALE 1/4 50ALE:1/4"=1'-0* SHEARNALL 5GHEQULE SHIEAR44ALL PLYHOOD SHEETROCK HALL STUDS BLOC'KINC7 NAILINC7 0 HOLDOM NOTE5- 10 TAC7 FACE FACE 0 PANEL EVC7155 0 EDC7E5? PANEL E06E-5 1. ALL THREADED ROD HOLDOIAINS SHALL BE FASTENED TO 0ONC.,RETE FOUNDATIONS NTH HILTI HIT 14Y 200 EPDXY SYSTEM INSTALLED IN STRICT 5NI OUTER INNER 51146LE 2x BLOCKED 8d a&"O.C. AC44ORDANCE V41TH MANUFACTURER'S REMIREMENT5. ---INNER -SIN6LE 2x 2. ALL MLT141Y WALL STV�05 FASTENED TO HOLDOK6 SHALL BE 6AW7M T06ETHER IN ACCORDANCE WITH BUILDIN&CODE AND 6EN5"L NOTES. SP42 NONE BLOC<ED #6 SCREN5 a 4*O.C. 5. WHERE LIPPER WALL IS NOT IN LINE WITH LOPER KALL,*STI"STRAP HOLDONN55HALL BE EXTENDED THROL*H FLOOR 5HEATHIN19 AND FASTENED TO SH3 EITHER E30TH SINGLE 2x BLOCKED 8d 0 6'O.C. BEAMS/BLOMNS BELOKSTRAP MAY BE EXTENDED DOM AND BENT AROL)ND UNDERSIDE OF FRAMIN&AS REGARED.SEE TYPICAL SHEARKALL DETAILS FOR FURTHER INFORMATION. R 4. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OLITS,UNDER&ROLIND UTILITIES,PIERS,FOOTING-6,SLABS,AID ALL OTHER ITEMS HOLDONN 5GHEPULE SHALL BE FULLY COORDINATED WITH CIVIL,6150TECHNICAL,MECHANICAL,ARCHITECTLIRAL AND ALL OTHER TRADES'DRANING5 PRIOR TO HOLDOPqN THREADED CON5TRUVCTION. 10 TAG SIMPSON HOLDOP4N FASTENERS ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4'-Ab'PLYWOOD PANEL CENTERED ON THE PRE-EN&INEERED WOOD RIM TF465.THIS PLYWOOD TIE PANEL WALL BE ON PLAN MODEL# FASTENED TO, TO FRAMINa VlAt-�R CONCRETE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS a 64 O.C.(3 NAILS PER STW).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENSINEEI;M' HOOD RIM TRL65 TOP 0HORD5,BOTTOM CHORDS,AND RIBBON JOISTS W bd NAILS @ bft 0.0.AND TO THE TRI)95 VERTICAL MEMBERS H2 HDU2-5052-5 DOU13LE HALL STUD WS 5CRENS 5/5'PIA. 12' NTH 8d NAILS 0 6'OL.(3 NAILS PER VERTICAL MEMBM.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STLV5 WITH bd H4 HVU4-SV52.5 DOUBLE HALL STUD SDS 5CREH5 5/6'DIA. 12" NAILS 0 6'OL.(3 NAILS PERSTILIV).ALL 50LE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS a 6"O.C.."EXCEPTION:PLYWOOD PANEL SHALL LOCATIONS WITH(15)bd NAILS(5 EACH KINS AND JACK) BE FASTENED TO EVERY RILL HE16HT KINS,STUD AND JACK STUP AT ALL WINDON ANO POOP 5TI 05-2Ox54'LONE, DOUBLE HALL STUD (26)10d NAILS ABOVE AND BELON RIM GENERAL DOTES: GENERAL.NOTES: GAS FURNACE W SPLIT AIR CONDITIONER SCHEDULE LABEL(ID) MAKE MODELUNDOOR['NITS HP INPUT OUTPUT VOLT PH .AMPS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA \MOCP NOTES 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS:ARE D1AGR.ANU\fATIC TO SHOW THE BTUH BTUH MODEL. OWNER'S INTENT:AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT AND 9• BRANCH SUPPLY AND RF•[L'RN GRILI FS SH\I L HAVE VOLUME DAMPERS TO BALANCE F\CH UR AHU-1 CU-1 HELL N9MSE0401712A 1 2 40.000 39.(x)ll 115 1 8.3 15 EDNI4\24L17 NNA624GKA 2.0 16 208 230 1 17.7 30.ALNIP SEE NOTE 1 ACCESSORIES ARE SHOWN:APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT\17T11 JOB DEVICE OLTLET. AHU-2 CU-2 HEIL N9\1SE0401410A 1 2 40.000 39.000 115 1 6.8 15 ED\14X 18L14 NNA618GKA 1.5 16 208 230 1 11.8 20.-LMP SEE NOTE 1 T CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE 1}VAC CONTRACTOR SHALL PROVIDE.ALL 10. .ALL DUCTWORK ELBOWS AND TFFS SHALL HAVE TURNING V.•\N\ES INSTALLED TO MINIM 7_F STATIC W � Q, PRESSURE DROP. NOTES.1.2.PROVIDF AP IT SYSTEMS MS WITH HIGH LOW"PRESSURE SAFETIES.TXV VALVE.CONDENSATE NEL'TRAI ITER KITS.CONCF\TRIC ROOF VENTS&7 DAY PROGR:A\f\LABLE THER\(OST:ATS W z oc j o E� LABOR:AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND:ALI.REQUIRED -V 0 Q I I THE MECHANICAL CONTRACTOR SHALL BAL.AN'CE THE I•R'AC SYSTEM PER TI1E.AIR FLOWS LISTED `�''p ��' TESTING OF IT-IF MECHANICAL-SYSTEMS.THE MECHANICAL CONTRACTOR SHALT BE RESPONSIBLE �'�~ >O rn P-o FOLLOW"ALL RANGE HOOD F_\HA1'ST DUCIIVORK INSTALLATION'REQUIREMENTS.THE RANGE , p W U Q d= FOR PERMIT COSTS. AIR DEVICE SCHFD[I.E °G p W o= O� EXILA[JST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL GALVANI%ED O ~ ° c 2. THE MECHANICAL INSTALLATION SHALL\MEET ALI.THE REQUIREMENTS OF THE AI.THORITY LABEL(ID) MAKE MODEL SIZE NECK CF\f DESCRIPTION NOTES U x 3 0) STEEL OR STAINLESS STEEL DUCTWORK.T1-IE DUCTWORK SHALL I LAVE A SMOOTH INTERIOR �aN v HAVINGJI�RISI)ICT10\.IT SHALL ALSO\FEET THE 2020 MECHANICAL CODE OF NEW l'ORf:STATE. U SURFACE.BE AIR TIGHT.AND BE EQUIPPED WITFI A BACKDROP DAMPER. CD•I HART&COOLEY AG82\f 12\6 7"p SEE PLANS 2-WAY CFILING SUPPLY DIFFI'SFR - ^Z U 2020 RESIDENTIAL CODE OF NEW"YORK STATE.2020 BUILDING CODE OF NEW YORK STATE.2020 FUEL Q GAS CODE OF NEW PORK STATE.2020 ENFRG\'CONSERVATION CODE OF NEW\'ORLK STATE AND 2020 2. DRYER EXFLAUST SHALL BE CONSTRUCTED OF SMOOTI-I INTERIOR 0.01 G-INCH MININIUM TFOCK MET.AI FG-1 HART&COOLEY 421 12\6 7"p SEE PLANS FLOOR DIFFUSER COORDINATE FLOOR GRILLE COLOR FIRE CODE OF NEW YORK STATE. DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION Nil502 RR-1 HART&COOLEY 661 12x12 SEE PLANS WALL RFTURN GRILLE CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER , uu��un 3. THE MECHANICAL CONTRACTOR SHALL EXA\fl\'F THE ARCHITECTURAL DRAWINGS:AND SITE TO RR-2 HART&COOLEY GG1 14x24 SEE PLANS W ALI RETURN GRII IT � F-M-1'ST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION'.PROVIDE COMBUSTION'AIR , t Of NEw FULLY INFORM ITSELF OF:ALI.CONDITIONS SEE PLANS , , �A �• RR-3 H:ART&COOLEY 24x12 - CE1I ING RETURN GRILLE ti O OPENINGS 1F REQUIRED PER THE DRIER MANUFACTURERS INSTALLATION INSTRUCTIONS AND r° 4. Tf-IE MECHANICAL CONTRACTOR SHALL BE RFSPONSIBI.E FOR PROVIDING ALI CONDENSATE DRAINS. � �'��•� APPLICABLE CODE REQUIREMENTS. NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CFII.ING TYPE HARDW'ARF BFFORE ORDERING. At 5. Tf-IE MECHANICAL CO\TRACTOR SHAI I PRO\'IDF A TRAINING W'AI.K TIiROUGfi\\•ITFi TFIE O'A-NER 2.E\AN\MINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. AND GENERAL CONTRACTOR TO DISCUSS ALI,FIVAC COMPONENTS:AT THE CONCLUSION OF THE 13. .ALI.GAS.APPLIANCES SI1kLL BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS. 3.PROVIDF VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCF YFR CFMS LISTED 14. APPLIANCES WITH IGNITION SOURCES LOCATED IN THE GARAGEN'N SHALL BE PROTECTED FROM 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IECK. , PROJECT. DAMAGE AND BE ELEVATED SUCH TI-LAT THE SOURCE OF IGNITION IS NOT LESS THAN\'18 INCHES G. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&M MAIM 1ALS AT THE CONCI l'SION OF THE PROJECT. :ABOVE THE FLOOR SURFACE ON WIMICH THE EQUIPMENT OR APPLIANCE RESTS. F_XIL\UST AND SUPPLI FAN SCHEDL'LF 7. INSTALL ALL EQUIPMENT AND:ACCESSORIES PER THE\(ANUFACT('RER INSTRUCTION'S.ALLOW TFIF 15. COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WIN'DOWS. \(:ANT IFACTI'RERS RECO\EMENDED CI.EARA\'CE ARO[FND.U-1-CO\1PONE\TS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES AND S'l'PYL1".•AIR DEVICES. 1_ABEL(ID)\(:\IMF MODEL CFM S P VOLTAGE PH A\1PS WATTS DISCHARGE NOTES EF-1 PANASON'IC F\'-()5-11\'KS1 80 0 2" 120 1 016 4" SEF NOTE 1.2.3.4 FORESEES OR COMES ACROSS:ANY INSTALLATION CONCFRN\S HE SHALL NOTIFI'TILE:ARCHITECT FOR A RESOLI rI ION. HEF-1 FAN TECH FG 12 FC 600 0.3" 120 1 - 12" SEE NOTE I.2.3.4 8. :ALI,SQl'.•ARE AND RECTANGULAR DUCTWORK TO BE SHE FT METAL LINED OR WRAPPED WITH SF-I FAN TECH FG 12 F:C 600 0.3" 120 1 12" SEE NOTE 5.G.7 INSULATION TO MEET CODE REQUIRFIE\TS.DUCTBOARD OPTIONAL.RO[IND D['CTWORK TO BE NOTES:I.EXHAUST FANS SH.AI-I H A\'F BACK DR:AFT DAMPERS. METAL WRAPPFD WITH INSULATION TO MEET CODE REQUIREMENTS.FLEXIBLE DUCI1\'ORK SH.U_1- 2 , ,• N .PROVIDF WITH A\l\'FCFSS.\RY Dl CT TRANSITIONS&MOUNTING I1:\RDW':\RE. Z BE PERMITTED PROVIDED TIi:AT DI*CT LEN'GTI IS SHALL BF I IMITED TO 14'NIANINIVNI.ALL EXHAUST 3.INSUL.ATF ALI FXH RUST DUCTWORK IN I'NCONDLTION'ED SPACE TO PRF\TNT CONDENSATION 0 4.PROVIDF WIM Al I:XCCFSSORIFS NECESSARY FOR A COMPLETE INSTAI LATLON. so INTAKE DUCTWORK S}1:A1_I BF METAL WRAPPED WITI I INSULATION:AND VAPOR BARRIER TO 5.INTERLOCK WITH 1 OPERATION OF KITCHFN FLOOD > 1 G.PROVIDE WITH CONTROL WIRING FROM CONTROL PANEL IN BASEMENT TO:ATTIC SPACE FOR FLT[JRE DUCT HEATER. LLl \IFFY CODE RFQLHRE\TENTS. 7.PROVIDF WITH CONTROLLER.\IOTORI/FD DAMPFR FAN WITH EC MOTOR AND ALI-OTHER COMPONENTS TO NI AKE A COMPLETE SYSTEM. NOMENCLATURE FI FCTRIC WAl L HF ATERSCHEDULE LABEL(ID)MAKE MODEL CFM 1ITR WATTS VOLTAGE PH AMPS NOTES O -}}- UN)FRCUT DOOR I" W'11-1 Q\PARK C\AIi-1202 65 1.000 240 1 4.2 SEF NOTE 1.2.3 N O ( � NOTES:1.FITRNISII WITfI 1\''IFGRALTIIFR\IOSTAT N U LXf IAUST FAN 2.FURNISH WITH DISCO\'NFCT 3.PROVIDF WITH Al l\TCFSS.ARI HARD W ARF W � 1- co ® FLOOR OR CEILING SUPPLY DIFFIUSf:R 0 V) Lu RI:Tl1RN GRQ L1: Q Q Lu Q MANUAL VOLI^M:DAMPER Z Z Z N O Q V) = di--E) MOTOR OPERA7:D PE l ZONE DAMR U U C (- U Luz Q uj N ri IF RMOSTA•I 0 Q O Z 0 0 L N Q � - � I _ � I Z � N O� N a) E Lo z z ul G)o E c3o' H�fle� cco u� Hy►- jO ( O C W U Q d' 0)O a.j3 W C �O O ~ V a aCi U x 2 3 U ^Z o U Q .�u��uuuud,�V bF'NEwj , 7"t F g 4�. •��-i�f 7" 7" 7" CD-I 75 CFM N 7' O CD-I N 75 CFM w I6-%12 1ST FLOOR 70MF.DAWFR cn 0 RR-1 Z N0 10"0/ONF 200 CFM CN DAM131-R OT B C IZ— T'� 0 00 16\12 U Cl)U C F0 _ a"0 EXII EF-1 I Q UP L- ry a"frxl SF F— II AH ;7"t W L 7°o FRY SI i Z � 16\12 U AIR 111' O W U7 ;-- 1) 12"0 FYI ASS 12"0 Rl IURN CL 7"IIONFYWFLL CD-I w Q di W W DAM R UP O/A DAMITR 50 CFM U m w U fQf� Q N IJ \IIONI-YWFLL W8150 FRFFSII AIR CONTROLLER Z 0 0 = N Q � r- - � I _ � 1 Z N O� N E 1 UNIT"A"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" W O• U-I Z h oc a)O EO 00 00 C 00 U 2.0 TON �H� ,O c o- G W U Q C C OC O W C-= �O H CU-2 V = D 3 1 1.5 TON U ^z U Q �u�wwy E''09 a � + m• 65 CFM 135 CFM CD-1 CD-1 80CFM 80CFM t°a'--••' �: cm FG-I FG-1 115 CFM 135 CFM vi Z 0 � N •7 Lu K1TCI IEN 11001)W/ INLINE EXHAUST '- V) IN ATTIC INTFRLOCK I)OWN5� Z I IAUST FAN W1T 11 MAY} 10"O'l11'Tf IRU �QJ QJ O UP ROOF A�F� 7"O FRESI I AIR 1Z 0 7"0 FRESII AIR UP 10"0 UP TI IRU ROOF. UP TRI IU ROOF Q:� CN 6"0 I XI I UP INLINF HOOD FXI 4"0 FXII DUCT FAN IN ATTIC CD-1 O (I IFF-1 1 65 CFM 00 J � LL 10"0 KITC}IFN 11001) FR[.SH AIR 7' 14�14 FRFSII CD1=X}U1l1ST UP i 7"0 FRFSH AIR DN ¢ CD-I a AIR FROM C) - 4"O FXH DL CT I2"0 RFTIIRN RR-2 L. 65 CFM A}30VF Z DOWN 555 CFM I' O II 1 XMOD LULU - Q �4"0 EX11 DI1C7 DRYI•R J m Z V) \ DOWN 130X — 4 015 � W TEF-1 ®FG-I — m 1— J 1- 75 CFM CI)I 7"+ m w �_ Q Q U " l REST I AIR 7"0 FRFSI I AIR DN 55 CFM m c Ll- N 1h EF•! 14\1.3 MAKE.1'1' AIR GRILLE 00 G"O FRESII AIR RR-1UP•I'ItRU ROOF 650 Cl M Z < 1, � p O IT f� Q I AHu 2 �''1 IONI-'YWI-LL r-- Y815()SYSTf=M Bc n� W8150 CON FROL VJ PROVII)F ACCFSS Z N FOR SFRVICF T� J FG-I Q` � N 75 CFM 7"4 cm W q ,..¢ E WH- C D-I V) 120 CFM 1211 CFM Lo 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN -2 SCALE:1/4"=1'-0" -2 SCALE:1/4"=1'-0" ZZW OO Eco' tu ul �V O 2 inC co U"� jO C O' oLuU aE- 01 O D C W C p o o ~ 2 k 0)m U x t 3 U ^Z o oc U Q �s� NEIy t a' r Ell O w Z oN 10"0 I IOOD J FXI I � J 10"0 BATH EXI1 7"0 FRESI I AIR INTAKI' I O N W/CURB tic CAN TERMINATE W/ IL ROOF CAP TERMINATE W/ROOF CAN � IL 4-- 600 CFM INTAKE CURI3 AND CAP O 00 0-4"DRY VENT O O � J — E Q NOTE ALL ROOFTOP PENETRATIONS U SI IALL BE TI•IROUGH FLAT ROOF AREA Z Z O Q U7 0- = W U F— w L1J U 0 o O—GAS FURNACE WO FRESII AIR INTAKE CONCFMRIC VENT TL'RMINAI'E W/ROOF CAP Z O O " m N Q � - � 1 � I Z C: CN q N� N E 1 UNIT"A"ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE AMPS:200 0 LINEAR STRIP LIGHT --- i_r1 WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE'M.L.O. MOUNT 46'MAX AFF D WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE:1/3 MOUNT T-0"AFF Q SINGLE POLE WALL MOUNTED SWITCH VOLTAGE:120/240 `P MOUNT 48"MAX AFF U N O Z Z W E a' ui A.I.C.:22,000 j oQ O,o Q 3 THREE WAY WALL MOUNTED SWITCH H 0 c N U•Q `P MOUNT 48"MAX AFF U N O ►-„i >o Q 4 FOUR WAY WALL MOUNTED SWITCH Y' 0 W Q K v MOUNT 48"MAX AFF U N O CIR. TRIP NO. NO. TRIP CIR. oc 0 F o o p o NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G. AMPS AREA SERVED NO. cl 120v,MULTI-STATION SMOKE ALARM U = 2 3 OO WITH 9VDC BATTERY BACKUP LIGHTING:BSMT(FINISHED) 20 20 LIGHTING BSMT(UNFINISHED/UTILITY) U rl z co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 WITH 9VDC BATTERY BACKUP EP 3 RECEPTACLES:MEDIA PANELS(BSMT) 20 #12 1 1 #12 20 RECEPTACLES:BSMT BATHROOM 4 — ELECTRIC POWER PANEL AFCI AFCI DEDICATED GFI(1) MP O MEDIA(TEL OR CAN)PANEL LIGHTING:STAIRS,MUDROOM 1st,BATHROOM 1st, ' sue ( ) ( ) 20 20 RECEPTACLES:1st FLR BATHROOM <�'��NEh' a JUNCTION BOX 5 #12 1 1 #12 6 r' FOYER(1st),HALL(2nd),DEN(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) r •P F'••O DUPLEX RECEPTACLE,MOUNT 18"AFF U NO LIGHTING:GARAGE 20 20 RECEPTACLES:ENTRY,FOYER, 7 #12 1 1 #12 8 RECEPTACLES:GARAGE GFI(2)&GDO AFCI AFCI MUDROOM&EXT.GFI(1) =+^ DUPLEX RECEPTACLE.ONE SIDE SWITCHED MOUNT 16'AFF U N O LIGHTING:LIVING,KITCHEN,DINING 20 20 LIGHTING:W.M.ROOM ��o,;'•.�-,m,,..•'�,,r 9 #12 1 1 #12 10 11' GFI DUPLEX RECEPTACLE,MOUNT 18'AFF U N O RECEPTACLES:LIVING,FP,DINING AFCI AFCI RECEPTACLES:W.M.ROOM&EXT GFI(1) ''i,,,;�•'�r.�r'`�;.`'r DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 RECEPTACLES:KITCHEN COUNTER 20 AFCI #12 1 1 #12 20 AFCI RECEPTACLES:KITCHEN COUNTER 12 r 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 14 a TEL TELEPHONE OUTLET.PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 15 RECEPTACLES:DW&GD(OPTIONAL) 20 #12 1 1 #12 20 LIGHTING:RANGE HOOD 16 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING AFCI AFCI RECEPTACLES:RANGE XXX ELECTRICAL SERVICE.REFERENCE MECHANICAL AND/OR PLUMBING N Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING REAR PATIO 20 20 RECEPTACLES.LAUNDRY,HALL(2nd), ZO PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES:REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI DEN(2nd,OPTIONAL) 18 D C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM 20 #12 1 1 #12 20 RECEPTACLES.M_BATHROOM 20 > w KI 12"MAX BELOW COUNTER RECEPTACLES:M.BEDROOM&M.BATHROOM AFCI AFCI DEDICATED GFI(2) � GFP INDICATES GROUND FAULT PROTECTED 21 #12 1 1 #12 LIGHTING BEDROOM#2 CLOSET&BATHROOM(2nd) 20 20 LIGHTING BEDROOM#3 CLOSET 22 WP INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES:BEDROOM#2 AFCI AFCI RECEPTACLES:BEDROOM#3 too GD INDICATES GARBAGE DISPOSAL W O DW INDICATES DISHWASHER 23 RECEPTACLES BATHROOM(2nd) 20 #12 1 1 #12 20 RECEPTACLES DEDICATED WASHER&DRYER 24 FCN — DEDICATED GFI(2) AFCI AFCI Q � R INDICATES RANGE N 2 REF INDICATES REFRIGERATOR 5 LIGHTING:ATTIC 20 #12 1 26 Z(D ( HD INDICATES RANGE HOOD RECEPTACLES:HEF-1&SF-1(ATTIC) AFCI 2 #6 50 FUTURE MAKEUP/SUPPLY Q FP INDICATES FIREPLACE -H D INDICATES DRYER DUCT HEATER(ATTIC) pQ 27 28 Z 0 i W INDICATES WASHER WHA WALL HEATER 20 #12 2 W 0 (W M ROOM) (D Z INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 CU-1 30 GDO W Q W OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC J SIDE OF INTERIOR DOOR (1) CONDENSING UNIT V) Z 4- 31 HWH-1 32 Q W O Q GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 Z U Q) 33 (BSMT UTILITY) 34 O-Q Z C) 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL.BUILDING,FIRE,FUEL GAS,AND ENERGY CU-2 CONSERVATION CODES OF NEW YORK STATE 2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE 2 #12 20 OUTDOOR AC IL~Lu W CONDENSING UNIT Fe U= L ~ LOCAL CODES AND/OR AMENDMENTS 35 AHU-1 GAS FURNACE(BSMT UTILITY) 15 #14 1 36 w J U Q Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED o LLJ N 0 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED VOLTAGE 37 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 38 PHASE AND CIRCUIT NUMBERS 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C THHN/THWN COPPER OR EQUIVALENT SIZED 39 SEA SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 - - - SPARE 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM SER TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS O 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS 0 ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH m 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR N GROUNDING METER STACKw.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 PANEL WIRED PRIOR TO WIRING OR ROUGHING IN PER SERVICE PROVIDER TERMINAL BOX 120I240 200A 1P 3W REQUIREMENTS 120/240 V O M L 0.TYPE 1 ^` 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE � VJ AND AMPERE RATING TO SUIT EACH FUNCTION 400 A Lo 1-P 3-W NIT'C2 c: N (1)2"CONDUIT 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL O WITH(3)#3/0 CU J O� 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' rl� N VJ � 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL UNIT A: CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL I= O '— SERVICE GROUND UNIT'Cl'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 V) 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE --7 CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF Lo 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2)2"CONDUIT WITH 1#3/0 CU EACH -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-12"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING.FOR CLARIFICATION CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND(IF#3/0 SERVICE TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES DEDICATED -OR- APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS #Y CU GROUND iIF#600 SERVICE( TEL = TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH &CU GROUND TO CONDUIT WITH"C # 1 OND DATE OF EQUIPMENT INSTAI LATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1 CAT5E OND CABLE 3 x8 GROUND ROD SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS ,NSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES zzu, a►o Em W M q O C y C co V H j NO C p c W V Q F 0 O 0 0 0 O 0 _ C V N U V Z °C U Q u►°mua * ; VY w .........u. / o( ZS ZS a � \ TV D 1 1 i FINISHED I BASEMENT 0 w aTEL 0:� °C. SZ .Q Z o --- o �� C HM � l O 00 MAKE-UP AIR MP-TEL EF # \ O O (D CONTROL PANEL 1 y� � Os co N / MP-CATV BATH I_Z I� � AHU � EP E CL Lu UNFINISHED oeI UTILITY � I 0 W N cn Q W W SEe C 1 N J q ` o u o i i � I I UP i � r `p � z I � i co ► O I I O UNEXCAVATED f— r— • I L0 7 c: N o� N O r- E UNEXCAVATED N C) L0 1 UNIT"A"BASEMENT PLAN E-1 SCALE:1/4►►=11-Oil 1u ui Z W co U Q N O E coo' LOS N� >ON d 0, 0 W V Q Q 01z OG p W c-_ mo Q ~ ° �v Cu u = t 3 U ^Z o 2 U Q 11 WP �'_ - � EF ' MASTER1 IT BATH —_ o DINING QD EF n Q Tv Y ROOM , \\ TV> =9c `Z5 c: MASTER N \\ KI \ BEDROOM IT � ac TEL\ IN THE ATTIC ABOVE N I \ OPTIONAL FIREPLACE __ a /O - LOCATED IN THE ATTIC HEF TEL D w / OPTIONAL GARBAGE / \ } _ uj GFP \ i / DISPOSAL FP J 6 0 ' / - - \ / LIVING � sF o WALK-IN �� Z 11 I I G ROOM e�� CL Os c° Q i CL O qKIfC HEN INOPTIONAL DEN O +- 1 \ 9 DW� \� �.01 / 0 00 i \ // OPTIONAL _ REF\\`\ -�KI ti _--- \\ /i w LAUNDRY I i DEN Q O QZ ;-- E EF� \ �� \ �FP OPTIONAL � / I I / / O _N f33 D ELECT DRYER / i U _ Q / CL =�GFP LU ® 1 —— v s O to \ (n I CL II \ HALL PANTRY Lu \� \\ ►\ Os c° LINEN �/ I U L Lij Q F- BATH I -7Q \ / Q 0 V) MUDROOM \I I FURNACE TTO EF // 1 �/ b. / 0 + Q- / BATH I DOWN I �69 UP J 1 £ i r c / c*9- I \ I O AHU LOCATED IN I i DOWN WALK-IN I / 9e THE ATTIC CL I \ n / WALK-IN Z % I lO // `{ j CL CO �3 O I I O 6 I 1 I SWITCH TO CONTROL OGDO / \ \ ��/ �LIGHTS IN ATTIC-� N c° TEL> Q / a TEL GARAGE \� BEDROOM#3 Z � NC) c� FOYER ��`—�,� BEDROOM#2 49 d / TV D a TV Q • WP� � �� vm 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 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# MANUFACTURER MODEL VENT SOIL/ COLD HOT REMARKS s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB " WASTE WATER WATER 1 n -———————- v VENT PIPING VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, let AI PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" 1 _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM a ® SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH = PLANS FOR TRIP LEVER LOCATION W a VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, N dw 0,CO Lw LW LAUNDRY WASTE PIPING PLAN W z oc j o o� -——-Lv-——- LV LAUNDRY VENT PIPING _ _ 1 _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 0 H 1— 0,0 o, P-lA WATER CLOSET KOHLER K-3998-0 3 2 /� SEAT,SEE ARCHITECTURAL ELEVATIONS& oc c LU o 0 0 0 Iw IW INDIRECT WASTE PIPING PLANS FOR TRIP LEVER LOCATION u _ 3 Iw cWW CLEAR WATER WASTE PIPING WHITE VITREOUS CHINA W/OVERFLOW ^Z ° 1p TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" 1�" POLISHED CHROME FAUCET W/POP-UP DRAIN. a U SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE WHITE,PEDESTAL W/OVERFLOW.POLISHED wa►"'d'°"°bw, cw cw DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" 1 1 of NEIV 14, CHECK VALVE f— CHROME FAUCET W/POP-UP DRAIN. F Y0 HW HW DOMESTIC HOT WATER PIPING ._.......,'�,.'�` WHITE VITREOUS CHINA W/OVERFLOW,CHROME z "e NDCW NDCW NON DOMESTIC COLD WATER PIPING � P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" r BALL VALVE STEEL COVER FAUCET W/POP-UP DRAIN. , UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, +'''w;•` ,,:`� u6 NATURAL GAS VALVE FLOOR SLAB :,::�ur �� 291& BALL AND DRAIN VALVE � � KITCHEN K-3183 x 15�4 x 7 S� DEPTH,PROVIDE GE P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2" 2-1 GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, INLET tk DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW YZ PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES d6 OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ 1 _ %4 TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z i TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR O Y2=3" OXBOX ONE _ _ > Y3=_ 12" P-5 MACHINE VALVE SIOUX CHIEF 696-24138E 2" 2" �" �" PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB w TRAP PRIMER &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& 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, O KOHLER CP 2" 2" Lu Q FLOOR DRAIN K-1150-0-LA BATH SPOUT,SHOWER ARM W/FLANGE AND J 0 oED OPEN END DRAIN P-O NO SCALE K-304-KS-NA SHOWERHEAD. O— CV NOTE'PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z< METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE P-6A SHOWER - - KOHLER K-TS11076-4 2„ 2�� 1�„ SHOWER ARM W/FLANGE AND SHOWERHEAD. Lu } PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. 0 � PIPE CAP OR PLUG 1 �� W THERMOMETER P-7 SLOP SINK FIAT FLA KOHLER K-15270-4-CP 2 2 �" UTILITY SINK FAUCET W/LEVER HANDLES W Q —mot PIPE CONTINUATION w Q) VACUUM RELIEF VALVE HW s—j J LLu O PIPE UP THROUGH SLAB ABOVE FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER J Q- BLADDER TYPE Z Z Z PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANKN HOT WATER TO SYSTEM 0 Q V) SUPPORTED FROM CL PIPE RISE/DROP BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS w = J F- STRUCTURE U Q Q OC W&T WASTE AND TRAP w J-) U co CLEANOUT COLD WATER I AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - N AREAWAY,CAST IRON STRAINER,VANDAL $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET PROOF SCREWS CW W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB - _ _ _ �4„ _ 1/4 TURN,POLISHED BRONZE,FREEZE PROOF UNION(TYP)—�— — WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT By BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE VATH EXPANSION TANK,SEE DETAIL Z RELIEF VALVE ELECTRIC FULL SIZE DRIP PIPE TO VIF VERIFY IN FIELD WITHIN 6"OF FLOOR HOT NTS NOT TO SCALE WATER 120 GAL O HEATER CFH CUBIC FOOT PER HOUR iv Q DRAIN VALVE N SF SQUARE FOOT LOW LIMIT OF WORK W LINO UNLESS NOTED OTHERWISE 6"AFF FLOOR �— V&C VALVE&CAP Lr FM FORCE MAIN Z N 2(INV XX'-X") INVERT ELEVATION ELECTRIC HOT WATER HEATER INSTALLATION DETAIL P-0 NO SCALE J N GENERAL PLUMBING NOTES E 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING FUEL GAS AND V) ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS �J 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE GAS PIPING TO UNIT INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS -� +� C2M BY PLUMBER LO 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES.SHOCK I I ________ I I GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR A BY PLUMBER SERVICE THE BUILDING 4 ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF Y-0"BELOW GRADE I I' 'I I❑ UNIT C2M LEFT I UNIT A UNIT C1 RIGHT :-E]~—GAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM PIPING SMALLER TO SLOPE PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I II I TO EACH UNIT BY 7 ALL SANITARY PIPING TO RUN BELOW FLOOR ALL VENT PIPING TO RUN ABOVE CEILING UNLESS PLUMBING CONTRACTOR OTHERWISE NOTED 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES I I 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE 1'-6"UNLESS OTHERWISE NOTED -_-------_-� 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-C1 RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED ZZ Lu NO Ec0 W Q O,O Gn co U v N ;NO [p G W V Q E O w Q W C� 4 p G . 0 r- O p c v UI Q U x �c m G IX Z V 4"AREAWAY DRAIN (DAD Q PIPE TO FOUNDATION DRAINAGE SYSTEM ��waiun ' "GAS ra��G OF NEW (220 CFH) �'�,4Ppf f •�4 _a• —�4a;1y:4 GAS DOWN TO BELOW GRADE _ G cw vi Z 0 11/4"GAS DROP 3/4" > (220 CFH) w r_ o! (2)2..BV—moo-————— I TVV (2)1/2"HW (2)1-1 CW ry CD 4"RADON BELOW SLAB BY GC y 21IV8T ~ O (9)16"HW 1h"HW LLJ N 120 GALLON ELECTRIC P-6 i�"CW 5-; V) HOT WATER HEATER Z9 2v LU HWH-1—� I HW � "GAS DRO 3"S � co 3"S Hyy 11 (220 CFH) /2"CW 3/4"G(80 CFH) Hw II _c P-1A 2vS O r n llll�-__4 _ 494444444 ��V C11 1 cwcw — I I 1flCW ZS� 0;' W cw c TO PEX L 02)1h"CW3".V cw (2)2. 4"RADON -J - Q I P 2 MANIFOLD � � Y4"G(80 CFH) HVAC UNIT jEL�FW� .. Hw 0 �_� COORDINATE PEX PIPING TO NOT 0- Lii LLJ RUN OVER ELECTRICAL PANEL ON u -'�f-2"FM THIS WALL `n Q wp V) 0 HW PEX MANIFOL 1"HW VALVED DROP SIMPLEX SEWAGE EJECTOR 1"CW VALVED DROP SE-1 CW PEX MAINFOLD SEE DETAIL 3"S 1 2"W 4 3 /4" Z 0 0 y UU c Q � r- • - r- L Z c N 1,CW /J1� N 3 /1 U 3/4"C W •— 1"CW DOMESTIC WATER SERVICE C3 UP TO ABOVE GRADE BY SITE CONTRACTOR FP SERVICE (SHOWN FOR COORDINATION ONLY) 0 3 c O UtL J 1"CW DOMESTIC WATER SERVICE 4,. FP SERVICE REFER TO CIVIL DRAWINGS—� FOR CONTINUATION 1 UNIT"A"BASEMENT PLAN P-1 SCALE:1/4"=1'-0" Lu W Z� O'o H co U v H H >c2q, C P c W V Q m pL Q W C� )p 0 ~ CL _ v N V = t; , V Z Q U Q muuaw,t OF NEjy t S NOTE 2"V d r t ON UNITS W/WALKOUT BASEMENT, h"cw 'sT; aiia WALL HYDRANT SHALL BE LOCATED ON 3 S LEVEL BELOW,3'-5'ABOVE GRADE 2 V " —�• a "•�' �`� Y2"W 4 ."HW t 3"S� 1 WH • • P-1 2"V Q • • 3 S �� o o —S �3 "HW �• • /4 CW P-6A L— FD-B 2"W&T o h„cw 2 W P-213 P-213 h"CW 2"W 2'VV h"HW h"HW Z o ••• •• O �� Y2"C W ��fl"CW > CW 2"W&V 2"W&VLu HW I I h"HW f1"HW U UUU 2"V 2"V • 0 36"HW P-3 i 2"BV • 2..w Z 0 36"Cw • 9 —14"G(25 CFH; O O 1"G(95 CFH) �CW TO FIREPLACE r 1 N "HW TO DISHWASHER LU v) PIPE 2"W FROM •• V) Z � DISHWASHER TO SINK 1 G Y2" 2'W& CW TAILPIECE 95 CFH) 1V4"G 21W V C45 Q co 1"G(60 CFH) P-4 (155 CFH i 36"HW 1A"G(25 CFHi f2 HW F- � O G G ,,,, G 3"S-� S I I I I 11A"GAS(220 CFH 2"LW&V FDA P-7 0 2"LW � (13)1�2 CW h..Cw • P-5 ''nn II � CW ��r 11TTW111 %"HW • V O - +) f2"HW I �4"G(40 CFH) • %1"G(20 CFH) Z Z LL Y2"G(20 CFH) P-1 I11 (9)1f1"FiW 4"RADON ` 4"RADONJ��————————-J 32S"V (2)2..V—_= : Lu (2)2"V 0—1 21N 2'W&T L_——— �I III cw I /Z CW 3Z-HW P-6 • w N Q f2 cW C) X"CW o�---1 , �W 2"V i ,z"HW h"CW 1..2..V I I CW �irx^Cw 3"S • P-1A P-2 P-2 Y2 Cw U� 2'W&V 2"W 3"S 2'W8V 's6t b Y4"G(40 CFH) ••• •••�—h.,HW �X"HW 2.W&V o Z 3 S 2'W 2'W&V fY-cw 1 TYPICAL FOR 2 TYPICAL FOR 2 %4"G(40 CFH) \\\-3 (40 CFH) O O L Q � — � 1 Z � � � N cw J N DOMESTIC WATER METER MINIMUM 12"AFF W/SHUTOFF VALVE •— START OF PLUMBING WORK \\\ N DOMESTIC WATER SERVICE DOWN TO BELOW GRADE BY SITE CONTRACTOR —/T Lo /4 Cw WH 2 UNIT"A"SECOND FLOOR PLAN 1 UNIT"A"FIRST FLOOR PLAN_ P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=11-0" z z Ui E coo' Lu M 0'o c co u IV 0 C4 c 0, >0 cn:z Lu U < V; m Lu C 0 -2 Z5 :2 OL 0) u u r-z im 4( 1911"m �IF ty 2"V 95 2'V—0--- ----4 .t2 IWO 1-3-V PIPING RUN IN ATTIC SPACE /111"2'V 2"V z 0 2"V— uj t2 0 L-.0 C`4 0 CN z < j CC) 2"LV-41-——— cl- t2 0) 3 o -0 4"RADON--N 4 VTR— o E 4"RADON VTR 2"V C 12-1 z 0 V) r-3"V PIPING RUN ;-- co IN ATTIC SPACE 0- FX F- U 2"V V) < < uj U t2 V) L-I- -1,(2)2'V z 0 0 CN Lr) Z c: N C3 C)� ::D CN E Lill Lo UNIT"A"ROOF PLAN ��-3 SCALE:1/4"=1'-Oil tar r GDE w,E SM aLB emi I N G F1 V RM NT 5 16*T1Er r wilma n a EP;, s Mw=M ID DEW O 11 T 9,J I+s 119 f 1 05 1,1,s - r uaRniBo Y 1 5 .JASMINE LANE - UNIT A � -1�,17 LA,�LANE Sll O 1, 13 1s "� -14,16,18 IAVENOER LANE ---�- 91s O W I i� CLU TS�'C-15,117,9 LAVVENOER INIE N UJ RYE B R 0 O K 9 N Y■ WATER SUPPLY �11s I 1S -9,11,13 IAVENOER LANE X ®P► mO 113 M CLLfsr>•R'c•-3,5,7 LAVENOEP_W © (� STATIC PSI, 50 PSI 1m� 15 111 ql CLUWR Y-2.4.6 V,VDW LANE `l, RESID PSI: 40 PS Im inits l i b+s i-a T am aL�sT�R*0' ROSE•-10,12,14 M © �, Q 10W: 1050 GPM 116 ` fn It��—� = p p CLUSTER 7-3,5,7 ROSE LANE ''�'L'`` 11/®' ®fie 04 It's n CLU51ER V-16,18,20 RN A* C" W 117 112 p CLUWR'r-9,11,13 ROSE LANE ' LLA.Q 112 EN 115 1 CLUSTER w-2123,25 401l(StlCxt E LINE O,n f15 1�lei Itmalrt 1nP1 CL60 Y-911 13 ItIONE'fSl1CIlE LME ,'V Iv�uaD�artD wlxllo flip 91z tall W Z \\\ \\\ w"(V°1'�s) A� i10 V7 a�•�•_15.7 PRIMROSE LANE W 1 •\\\ pCLUSTERI[ 8,10,12 PRIMROSE LANE 1225 123 16 µ 1n J \\ \\ P mum=wn �'KK'-11,13,15 PRIMROSE WWI P � p ii�;�u„�r� ausrE>z�tN'-21,23,25.KS1�E.A►ME L�J �,.. , .% P / 119 CLL60'ss'-13,15,17,I,WIN-F LME NFPA-13D GENERAL NOTES '~ \\ \ a 11 PIPE \\\ INS EMost=1111 WDDSEII ajli pT -7,9,11 JAWNE-W \\ \\\ As DE M�E 0NLtpur 11s �-1,4,6 AW LANE otvE ta1o1E OF OE aluslDaa utR s1, �P 11s IH SYSTEM DESIGN-RESIDENTIAL AREAS WET SYSTEM - \\ 1 q�■e�\\ \\ 14 113 1 pD CLUM w-1,3,5 JQNE LME SPINKLER$151EM IS A HYDRAULICALLY CALCULATED ICY SYSTEM OFFSET MANGER�./ �\\ �\\� 1j 90B n1 N �'-4,6,9 Y1I8E.RRT COURTPIPING HAS BEEN SIZED U9NG A LIGHT HAZARD DENSITY OF.05 GPM OVER MOST REMOTE 4 SPRINKLERS rr-1 15 1311 A COMPARTMENT USING RESIDENTIAL SPRINKLER U LER HEADS \\\ \\\ f� n \�, 1119 OFFSET MANGER / CLUM •-3,5,7 MULBERRY COURT M MA)CMUM SPRINKLER HEAD SPACING-324 s0-fl- HOOD TRUSS OR BEAN \\\ WOOD SCREW e18.i, SYSTEM DESIGN PER N.F.P.A/13D(2010 EDITION) \\\ WOOD TRUSS OR BEAM J \\\ a n 1 15 OSIIC 16•11110011111111111D PIPE MATERIALS — p Is AL PIPE AND FITTINGS ARE SLAZEMASTER cvvc 11 fit R OFFSET HANGER DETAIL HALF STi9AP HANGER DETA/L 16 14 �f 1 O3 CONTRACT INFORMATION Nrs N.TS r — ----— p P WORK UNDER IRS CONTRACT CONSISTS OF ME FOLLOWING - • DESIGN AND INSIALL A WORKING SPRINKLER SYSTEM PER N F P A--13D 2010 EDITION `� w SI TE PLAN OO MOM ID iK -� -DRAFT STOPPING 94ALL BE PRONGED BY THE OWNER IN ACCORDANCE WITH THE I.C.2003 EDITION. O ID�� 1 -BATHROOMS LESS THAN SS SQFT 5>iA._ N oIIP.IANCE WITH THE RECWIRENIS OF NFPA-13D ' ALL BATHROOMS ARE NONCOMBUSTIBLE 9EET ROCK I11TH A 30 MN THERMAL BARRIER (1 1• �� `E1�11C iK GOE rluc C N.T.S. o -CLOSETS LESS THAN 24 SO.FT.94ALL BE N COMPLIANCE LATH THE REOJIRDMENTS OF NFPA-130 *V a GOE*Lit MD1 an emr � M� CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROCK WITH A 30 MIN THERMAL BARRIER. — CR -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EQUIPMENT j Lam_ 1' 1 I i q 1 I L F I i/, ) O NOTES TO THE OWNER It `D I , /i CA E _ I FiIISIIED I- / PER NFPA I Y I B SEMEI I� ..e 6 9•MAINTENANCE --- 6 9 1 THE OWNER SHALL BE RESPONSIBLE FOR THE COND T,O'.OF A SPR NK_EP S•STEM AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION 6 9 2 SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED N ACCORDANCE W TH NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE OF ' 1 ,. 0-f0 - . O WATER-BASED F RE PROTECTION SYSTEMS r A 6 9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRIN-.LER SYSTEM IS THAT OF THE ol , - I ®' ,• ` OWNER OR MANAGER.WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION 1 1 FOR FURTHER IN=OP.MATION SEE NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MA'.TEr•A'ICE B I V OF WATER-BASED FIRE PROTECTION SYSTEMS . - - - { ADDITIONALLY I r + 'L 1 YOU MUST MA NTA'.SUFFICIENT HEAT THROUGHOUT THE PREM SES TO PREVENT THE WET SYSTEM FROM FREE71NG N 4 2 YOU SHALL''JFORM TENANTS OF PROPER CAPE NECESSARY TO MAINTAIN - r' ' - THE SYSTEM '! c t� 3 F THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY oo THE SYSTEM WILL HAVE TO BE UPDATED.ACCORDINGLY < •ol +- I M o oo - --7 ° - BAH H - Ll lit*Wr Moots.'W STAEED 8111 1BV1 wt4 DI11 CAM A e11R111 TA M Seto+ � 0 1e o� I �— , q .. � _J of WIIrILIa lain'Nr OWE Gam roc rnarn r�l Milfae fDr�, — , WWt W I'm 9r1Dt so Ilium wo a FMIMo w1[ �,� �. _ 2' rjb r 2-0 L� i6 -Sh ool r ZOMBI MIL vjmm r DOSE Ot071 Mum ASMY IM - / 50M BM RY WILT 1W M"A BIT&R.LW O 9Ts0IL5 ---- I - I J 60 1- / r Am M:sL 9MTW CCA L OED(MTECIai ASSELRT MIN Bp8 SCIlW eM Y 1/LVES 11W 0)"A 01001111,iA1pE111 STIIIM r as Min 15mitt111F'DOSE DIM 41ECTOt AMRY BIDE SaarEO 60MY IWO TW COON+A WEIEtt LWO SKIM F —7 VALC MM'Tr WM ei1.1DNt.WIVE DQ min A WERei1 WF 9 Sala+ STAILAI ut ver,Lu lam Nr mm Dam mt Cairn Rn ulaw inI !- T Q C) WX TYPE RDB 3M WU IRMA GKKE A I•TE9/dt4ti w1t X 14 - U. 2 0 a soe / L E}'CAVA.TEC I + p�,i �� LU 011[8-6_ ti ' �B of wv=Mm0'rN warm BmElrelu wv[DIE IaNWI A Trlaw tNRF Selz: Or our TD APPLY SPR nm j _ - 1/ i tY X11 MBE.'24r WX Dam ZX CWM IIW HAMS WM 2'Ira Sam TTi1TEA WVILT tx ` a „ ,- K W 1 11PE IIOB SM ULTR ITBSSIIa Gila a IMAM M w,E a I Ur VI:Lrtt Min Nr=*txaD 2Dc amm to Riwaii Imi Mc TIPS RDB WO 111M PMR GNA a TES1MM WLVE / - � u Of NGAtLt 1aaD 7!e'StJarm a•^tsel:w1E iFLU oORNi A MRTOML tA1PEA SNIW _ !N 4 O /' �1 IEx.C.AVATED 3, �r.,r Mcvut am V cMDO+m tnllaDFx rtmutTTl ! \\ r ZA VOX*15MTW 11ol11E DECK t1L R17 AMR-In MW eMMY eLR TIN MK O A eaETW UMFTR WIM / • 13L.StIALI.i oo. i ELEV =r B UNIT"C2" UNIT'A" UNIT"C1" Q FLOOR ELEVATIONS BASEMENT TO FIRST FLR =9'-6° BASEMENT FL OOR FIRE SPR/N/KLERSVSTEM RISER DETAIL FIRST FLR TO SECOND FLR.= 10'—r N.T.S. F/REPROTECTi©jiiPLAiv SCALE.'14".=1=0" 1.A!OrDE acaUoms are to pe field measured p•o•to tabr,cat,on Whether o•no:indicated on the drawinos tine following items are to be Dro�d SYMBOL LEGEND SPRINKLER HEAD LEGEND id SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN JOB INFORMATION and ins'a iation by the sprinkler contractor Head Cabinet spare heads and nead wrench per NFPA 13 - �__• PROJECT:KINGFIELD DEVELOPMENT MEIN + -:=.J:°_ :_=1 •: °_J•2: :__•:9::11.::.::•:, ':='I.E •' :- 2 Al dimensions shown are end to end -Provisions for flusning connect,ons and draining of al p De OF YO REVISIONS: DATE: p M CiENg 9 [Rom] 13 E_�: CONTRACTA:DODO 3 Hign temperature heads are to be field installed where requ red -inspector s test connectior shal be provided for each syste•- P �� a 'f- , _ ADDRESS:INTERNATIONAL DRIVE 4 H.a peE and Hangers zre ro be Installer pe NFP=13 J E"I E__=1 -_�._TI-_-_,:= Q _J•2.c.:•:::1:= ::_.::_•._-::_===r :_;1 BROOK STATE:NY ZIP:10573 Hydraulic idenUTicatlon plates&NF°P 13 require.^:signs �, GENERAL REVISION 7`26 17 CITY:RYE 5 Gr dded vie:systems shall provide a retie'valve per N--PA 13 + y w i E"°B 01 -•-•1�•:c -- CLIENT:THE WARJAM GROUP PHONE: 761.250 :7_I'.i-3:= ::J.:::::g..'_I:�1•.i=L':...I.....:7 CONSTRUCTION:N, LTD. - Q CO S CTIO'WOOD p At nev.p ping Is to oe hydrostat+--aily tested a:no:less Ina,23)ps, His the ouilding owners reSDOnSIb lilt V to provide adequate neat to,a areas ne �� z ® ADDRESS:S INTERNATIONAL DRIVE•SUITE 1 14 -,-� fo,2 hours or at 50ps In excess of the maximum,pressure ouilding protected by a we type sornkler system and for a wale f I ed Sion,t p pe a jes � 2 � "'' OCCUPANCY:NFPA 13D BROOK wrien the maximum oressure to be maintained is m excess o'150os and system risers to d type systems s ` r" "o-/� �==1= '=J•:.:== �.r.-_5;:_:'C. g'= ==1 =' _ _ CITY:RYE B OK STATE:NY ZIP:10573 dry YP O'gr2 SYSTEM TYPE:WET 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT C6457 r� T A quick opening device is redu�red when dry system Volume exceeds AN pressure shall be maintained on all dry type systems by an aop•ovec auiomzt C air �OpHOF[$S�OaP 1'' DATE:0 312 7/2 0 1 7 P:860.632.8053 F:860.632.8054 50D oailons pe'NFPA 13 compressor or plant ail system specifically approved for anc caoao a Of automat Ca' H'=�=_'I" FIRE SPRINKLER CONTRACTOR CONTACT OA 13_apply as requirec maintaining the required ai•pressure s.'-'I:: PORT CHESTER DESIGNER:CHRIS JUDD PHONE:(860)39B-502 WWW•MACKFIRE.COM 0. AHJ:FIRE MARSHAL E-MAIL:CHRIS�MACKFIRE.COM LIFCENEEE: ---:F'-4C291 MA:SC-'20494 RI:COD547 © 01 7=:•P•_!_J3l c TVYA.TMi5 SHEET:- T[T-A_THIS JOB: KI N F1 V PM NT Oow z 15 JASMINE LANE - UNIT A 0 opt RYE BROOKS NY. C WQ o c•+ �a. cry W I U.a °L 00W z w 0 T- -- cc _' �I WD DEC? -- S 1E BLUESTOt IE P _ I. PAVER --� - - - - ROOM� �� / :o8 L 9-6 J t _ / 01 - LIVII IG nCDV ROOM i 9 , a 9'-a• s�F r " • 2'CONTROL VALVE AND All UNDTR�RDUND PIPPING ' O`�- '• O ttr IS BY OTHERS MACK FIRE PROTECTION'S CONTRACT HYDRAUI.IC DESIGN l ; / 9BEpN$AT 2'FlRE SERVICE WATER LINE LEFT INSIDE ('At�•..Tet•n�• / THE BASE11EN1. Nam e !I /; HYDRAULIC DESIGN CRITERIA -o a t' ; --- , ;s#j 1 r uDFRt>ia X In zw vim LK Wm Density 05 -t ND IMia Tt[BMWIlaDt(�� ' 1!(tP FlOY RE q C Spacing VARIES r awn*V1 WN slum W R WD t / •''- f IOa 1 602 �B '^ .Q -t WE 114E WER I1Dt 4eI0+(BP ) K Factor 4.9 + Hose Allowance i o , _,• - n CL I C L /� D• 9 ' r WOMM FK SJ10E�LK UP This System is Designed to Discharge / \• r� ,• 1 at a Rate of Ab GPM per sq ft / I - w n BS1Itr of Floor Area Over a Remote Area of /////////i //// _ PA�I IT►?Y =•5 ,• 2 Sprinklers when Supplied with Water of the Rate of 34.7 GPM at 42.2 PSI at the FP 015DWO NODE S" IV / • _ T- to -0' -�, o 'M_DPOOM / W 10 11E F - SED)o ROOT + iol IT ,• - r tNXWM FIE SUM WER ua 000 No am Tit emu RON ter tW =OYEP Ir r ONX VttE IM VOW taRR SSIF . 9'-D' I TITS 1TFF ttuFR IlOI SfTOI te!'L�Et6 I' r LNUVAW IN SEA WER uYE to i r\ BEIWE fflll fi` A GARAGE Doa T LOO)DO tD IN SOM WER u[oaK a I AND wlo RE MU ROOT ter cram - BUT ISIATDI IUD 11 RICE VP DIEM OR TIC JIM OMY MAUNIT A R sealaE1R tr�'ia mst tl D�I�SAMW I� ' UNIT"CZ" FREE FROM Ia"m RW U FIRM Rt ROW � � _ � �=rrl KW Its [W R WD�— --�--- UNIT"Cl" t�aK wRw 0 RIEIIm TEltFtl IN � � �/ rrt TYPE ttI0 Rail An01 ter t�1 aErne au AM IN Fa W sRmw i r uoE�n�o rm smva WEn uc RED"CaX Ieultol — I M WAS OEIMA(Err mats 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING IS BY OTHERS MACK FIRE PROTECTION'S CONTRACT BECk AT 2'ARE SERVICE WATER LINE LEFT INSIDE r,Ir laic ntW THE BASEMENT RMDWk "DX OILK DXE4111 FUM MOM FIRST FL 0OR FIRE FIRE PROTECT/ON PLAN INSULA T/ON DETAIL FOR ALL SPRINKLER SCALE.-14 IN OR ADJACENT TO UNHEA TED_ SPA CES_ N.T.S. 1.All DIpE locations are to be held measured prior to fabncat:pn vJ`tetner o•not Indicated on the drawings the follovn SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATIONng items are to be provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN ono installation by the sp nk er conlrac!dr Head Cabinet spare heads and head\vrench per NFPA 13 ! ti-_ _:,:•• PROJECT:KINGFIELD DEVELOPMENT F NEW y + J_•_= ::I'.' :Jr:.: :..:ii'1.:::_ '.:_.,st._: :._:�•_. -J 2 At dimensions snpem are end to end ?rovisions for flushing connections ono draining o:all pipe O O REVISIONS: DATE: ADD �� VOENEp 9,F C+��] _.:-�� _. CONTRACT#:0000 ADDRESS:INTERNATIONAL DRIVE 3 High temperature heads are to be field.installed\vne:E requ�•ec -Inspector's test connection shalt be provided for each system � ES Q , _ - .. : _:._ GENERAL REVISION 7'26'17 RCITY:RYE BROOK STATE:NY ZIP:10573 4 P.I o pes one Hangers art to be Installed pe't�=?:?3. ! a [..) l:• 7 Jr_'.:: J•:.:_. :I: =: .':_•._:'._:"c::r : =f...a .I:: ydrauhc iden Ifcatioh plates 8 NF.a 13 required signs yr„ n - a CLIENT:THE WARJAM GROUP PHONE:(914)761.25D 5 Gndded\ve.systems shall provide a repel valve per N.PP 13 , v, =-='�"•-'�'•""` G y n u io-ol - CONSTRUCTION:WOOD LTD. O 6 At nee.0171ng IS 10 OE nydrOstatlCatl\(e5ted at no:IESS Thai L/J�5 t F ire Dl1ltding 0\'lnerc responslbdity to provide adequate heat to at areas in the t2 f - ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1 14 for 2 hours or a�0os�r excess of the maxlmun:nressurE cu id 1g i)otected b;a\ve,type Sprinkler system and fo•al\eater filled supply pipe valves 2 "'='= OCCUPANCY:NFPA 13D :vhen the maximurT o•essure to be maintained is in excess o''50as and system+isers to cry type systems s a�g72` ='I?_•= 'J•:"='::;-I: - ,...5-=t >>_.___i•::.. CITY:RYE BROOK STATE:NY ZIP:1 D573 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT C6457 7 A quick open no device is required vmer dry systern vo.urne exceeds boa o�P •$/$ 7_'."=': SYSTEM TYPE:WET N q q Ai pressure shall be maintained on all do type systems by a^approved automatic air goFrss� DATE:03l2712017 P:860.632.8053 F:860.632.8054 500 gallons oe,N=�A 13 como•esso•o plant an system specifically aporoved to•ant caoab a of automat°tally •� a==�= 1'=._ FIRE SPRINKLER CONTRACTOR CONTACT B NFPA 131 iooiy as ectilred na n !ne required air pressure O ] :I:= '::•=J:=il-I i; PORT CHESTER DESIGNER:CHRIS JUDO PHONE:18601 398 50Z WWW.MACKFIRE•COM IL l� 01 =1=:'•I•:J',_J?l.;•5 Taros TMI5 SHEET:• TTrA.THIS Joe:• AHJ:FIRE MARSHAL E-MAIL:CHRISaMACKFIRE.COM LICENSEE: CT:FI.4C291 MA:SC-'20494 RI:000347 , oz KIN F1 V RM NT w 1 5 JASMINE LANE UNIT A"'C= I m100- N wQ RYE BROOK, NY. w OHYDRAULIC DESIGN //� CA I r'A RI:A v V �HEDRI 46111 R ZHr:nx�xMr o � V- HYDRAULIC DESIGN CRITERIA HYDRAULIR ( C DESIGN '�v�F•+'tn1'' I v Q yt•r 114n 11 uuR i...r....� J A4\')1•R Bl:r,RtxlAl Density OS Spacing VARIES 15 K Factor 4 4 HYDRAULIC DESIGN CRITERIA Hose Allowance HYDRAULIC DESIGN W - - -- - -- Density 05 (U�.\RF,\i This System is Designed to Discharge Spacing VARIES Sl t t i1,1 t 11 t x.OR at a Rate of .05 GPM per sq ft K Factor 4.9 00:t R Itl•DR(K)Nt of Floor Area Over a Remote Area of Hose Allowance 2 Sprinklers when Supplied with Water _ _ - -- - - HYDRAULIC DESIGN CRITERIA of the Rate of 32.2 GPM at 46.8 PSI This System is Designed to Discharge at the FP 05DWCE MIX Y at o Rate of 05 GPM per sq It Density .05 r of Floor Area Over a Remote Area of VARIES Spacing 2 Sprinklers when Supplied with Water K Factor 4 4 4.9 -- _ at the Rate of 2b.3 GPM at 36.3 PSI Hose Allowance - / at the FP M901WO NV V System is Designedto�pischgrge of a of Floor Area Over a Remote Area of _ J 2 Sprinklers when Supplied with Water at the Rate of 28.1 GPM at 39.8 PSI - of the FP DGDWCE MODE S' oe -'J_0-NSA-_ - - r Se S7 T o MASTER / �GD / BATH � S MASTER HYDRAULIC DESIGN ® BEDROOM �\xl•n at it t trND II.Urlx I I M I WAY 1 HYDRAULIC DESIGN CRITERIA ✓ , WALf-11\1 r Density Spacing VARIES I - - K Factor 4.9 , C i l8 f1aOM ♦ \\ e Hose Allowance DEI I r•�Ir g.�. This System is Designed to Discharge t �., �ei,�i � HALL 0=-Jva, of o Rote of 05 GPM per sq It - _ of Floor Area Over a Remote Area of _ 2 Sprinklers when Supplied with Water A i at the Rote of 34.4 GPM at 45.1 PSI - iI �• of the FP 05DWICE IU"T 4 1116, LAUIIDRY fi yt i LIIIEII - - STAIR. I A ' BATr- '4-4. - I ' STAK1)AR-. CL Ile r JAL?-1111 // r 1• L'r I � /� � _ t / '. 3•tt.- I tJ r I 1 o _ - - - r 1. t / c �_ LINE 0r y I EE:;POOM#% � EEDPOOM#3 "`L' � / I � BC_Gv / I ` •• I i i / r NOTE - - - ,%, ALL SIDEWAI,SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED Al 0'-7'BELOW THE CEILINGrj J UNIT"C2" UNIT'A" UNIT"C1" 1 SECOND FL OOR FIRE FIRE PROTECT/ON PLAN SCALE.'14".=1-0" 1 All pipe locations are to be field measured prior to`abncat on Wnetne;or no ina catea or the drawinos the lollovn SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATIONng Ile ns are to be provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN and instafation by the sprinkler contractor Head Cabinet spare neaas ano nezd wrench pet NFPA 13 2 At dimensions shown are-end to end Provisions fo•flusn'n ..onnecuons zne dralnin of z F 14EI1r y ' -'-•.J.•:�:...•.I :J•:.: ilr_l•_:: -=''==1_`- =:�' _=_y PROJECT:KINGFIELD DEVELOPMENT 9 9 p pe O REVISIONS: DATE: :._•l =,:_. CONTRACT#:DODO ADDRESS:INTERNATIONAL DRIVE N 3 High temperature heads are to be fie installed where required insDecio=s tes'con•iecton shall Lie provided for each system '� a 'f 4 P.1 oes and hangers are to be tnsta led e:Nip,�3 - �.Q + t.+l E__•ia.i::•.:ar==.;:_ :: _ GENERAL REVISION 7'26 17 CITY:RYE BROOK STATE:NY ZIP:10573 ::: ; P 9 P •Hydrzu:�-i;ien:•cz+on plates S tJr-.^a 1.,required signs ��, o t - �' -J`---':-:::.1:'-�-:•.:::::_•._=: r;:••.. •'-= CLIENT:THE WARJAM GROUP PHONE:(914)761.250 5 Gndded wet systems shall provide z relief valve oe•NFPA 13 , a, u' f106 2D-01 ''� == CONSTRUCTION:WOOD LTD. 6 At new plying is to be hydrostatical•�tested at not less thal•200psI li IS thf D.rlldin �v;ne s ° ADD g _sponsicilitl to orovide zdecuatr nett fa,a a•eas in the ? ® ]_t:-�.= =.J•:_ t:.l..=C _r_�..::7 __;i ■ ■ _=:._- --.---.. ADDRESS: INTERNATIONAL for 2 hours or at 50 si in excess of the mazlmum pressure buildin t e f - DRIVE•SUITE 114 p p g p o•ected oy a we n•pe spnnkfer systerr•and to.ai tva er fill_d s.lpn�y pipe valves 2 - - -- OCCuaaNCY:NFPA 130 v.,nen the maximum pressure to be maintained Is in excess o'1500s and system tsers to or ,pe s}stems s ` r" -o-/� a==� � -' J• = J.r==_ :_:°l3'..h'=••-.'I = :•: CITY:RYE BROOK STATE:NY ZIP:10573 P � 'Y. �c aTe�2 Pam' - •'�'1?""•"�'`�"' SYSTEM TYPE:WET •5 INDUSTRIAL PARK PLACE,MIDDLETDWN,CT C6457 M T A quick opening device is required when dry system vo Lime exceeds Ai pressure shall be maintained on at a�•ype systems by an approved auiomat,c at! �'OgoFess\O� �'�� 1',' DATE:0312 7/2 0 1 7 FIRE SPRINKLER CONTRACTOR CONTACT P:860.632.8053 F:860.632.8054 500 gallons oer NFPA 13 ccmPresso•or Man*air system speci`ca,aooroved to,and capaole o'automat caiiy �==tom'p: 8 N"oA 13D apply as required •-'almta n. the requirec at,pressure C ] ry=::iY 1-J. DESIGNER:CHRIS JUDO PHONE:(860)39B•53: WWW.MACKFIRE.COM CL PP Y q y ' AHJ:PORT CHESTER O o1 =1-_'•r•�J:J5'1;' TC*A,THis SHEET: TO*Al THIS JOB: FIRE MARSHAL E-MAIL:CHRIS2MACKFIRE.COM LICENEEE: CT:FI-4C291 MA:SC•'2:494 RI:000547 , FIELDWORK COMPLETED: June 23, 2022 FILED MAP REFERENCE: Sub di vision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot:89 Known as 15 Jasmine Lane Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.59 Legend AC— Air Conditioning Unit ©— Sewer Cleanout CRW— Concrete Retaining Wall ® — Curb Stop Water Service ® — Electric Box 0 — Electric Manhole — Gas Vol ve -- Light Pole ©— Tel ecomm un ica tion Box 88 ®— Transformer Pad O- Wo ter Valve 6'5 6"E � N51.2 -� ° 85.01 o� o Las r 70 00 Area= 2 451 Sq Ft. 11 11 Go ILn FC 9 co bo LAr V� _ •• Fro rn _73 To date, no Title Report or Abstract of Title has 11 11 _ °, w o a been provided. This survey is subject to a Ln ° O .. 00 current, up to date Title Report. 7n Z I JUL 2 5 2022 oLA ..._ ... Property corner monuments were P Y e not placed as �, o �M L ,G r-- C,_)f- Cb part of this survey. o * S51*2(0_'Z)1D `° 85.04 ? 1 0 This ma mo not be used i p y n connection with a � o � "Survey Affidavit" or similar document, statement cb 90 J or mechanism to obtain title insurance for an `� A s Built SurveyY tD N subsequent or future grantees. . 15 Jasmihe Lane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is Unit46.9 o v* lotion of Section 7209, sub—division 2, of the New York State Education Low. Prepared for According to NYSAPLS policy adopted January 23, Sun H Inc. 1993, the alteration of survey maps by anyone other than the original preporer is misleading, sltuste h confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors shall not alter surveymaps, survey plans, or To wn Of Rye P � Y P � survey plats prepared by others. Westchester County, New York N S T E �" � 20' Dste�• .wry 8, 2022 _ * s*� ENGINEERING, SURVEYING & GRAPHIC SCALE `e �� LANDSCAPE ARCHITECTURE, P.C. 01 40 20, , 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225-9690 • Fax (845) 225-9717 A New York State License No. 050 749 www.fnsite—eng.com DOCUMENT CO 2022 In si to Engineering, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 89.d wg