Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
BP21-003
TCO # FEE DATE INSPECTION RECORD DAT6� „ \I,\ FOOTING �L 1 FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER ELECTRIC LOW -VOLT ALARM �AR ZL AS BUILT (� FINAL w�liniShed MSEmelt OTHER APPROVALS I ARB BOT P8 ZBA OTI IER 4-aa!5/tzul/v(f ldlo9 � clqlao:PLa M P91-00e)1Mock /�a�-®81o� �jorlse 6/ec4rica/ Cools14J4044�s THIS BUI1DiNG MUST BE POSTED WfIH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; d FR PRIOR TO THE ISSUANCE OF A C/O, AS REQUIRED BY NY STATE LAW. FINISHED BASEMENT NOT '� APPROVED FOR USE AS A SEPARATE APARTMENT OR I DWELLING UNIT I AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION )Q� 630p ct/q/ao A,2, FF VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK No: 22-126 Certificate of ®coup urp This is to certify that �6 Alea, )3 P f az4ners J,,Lc of, R �- 0O k- y having duly filed an application on �( ( 20 0?a requesting a Certificate of Occupancy for the premises known as, l JaSIP J t7& Z,4qJ2-6 , Rye Brook,NY, located in a uJ Zoning District and shown on the most current Tax Map as Section: AQQ a25 Block: Lot: 1. and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No. O?/-003 , issued J )49, 20 02/ , 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: R-3 10fie- FCkMl IV Construction: for the following purposes: AA / 1ey e .bas'err��r� Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other pen-nits 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 heights 1 be made,nor shall the building be moved from one location to another until a permit to accomplish such change has e o g Inspector. SEP - 9 2022 Building Inspector,Village of Rye Brook: Date: �yE fi, 1 O U. (t tV4 ya 40 /YMnnftwm aW VILLAGE OF RYE BROOK MAYOR 938 Ring 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 September 9,2022 SC Rye Brook Partners LLC c/o Warjarn Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 2 jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.46 Mechanical Permit#21-008 issued on 1/12/2021 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit, has been satisfactorily completed. Sincerely, o;--- ---- Michael J. Izzo Building&Fire Inspector /to Qy tCG 4.°yJJ v 4L L'4�yJv 404 annitwmaW 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 September 9,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 2 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.46 This document certifies that the work done under Mechanical Permit #22-030 issued on 3/2/2022 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to D 0 M / t;Fc_ ;.- For office use nl BUILDING&F` �IRTMENT PERMIT# [E D AUG 3 0 2022 VILLAS 1E OF RYE"g OK ISSUED: - 938 KING STREF���YE BROOK,)NiW YORK 10573 DATE: — -VILLAGE OF RYE BROOK 4 9 -06�80�% FEE: PAta>I: BUILDING DEPARTMENT �' ' 'o �vw .r of or __ APPLICATION FOR CERTIFICATE OF OCCUPANCY,CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION s♦sssrssr►sssssrr►s►rs►sssssrsrssrarrsrsrrsrssrssrsr►srrr►►►assssssrsrrasss♦asrrasrrrrsarr►►♦ssarrr►rrr►rrs►rrsssrrsrsrsrsrss Address: Z J ASM f l�S� (,k k- t" 'Z a"VL J to-73 - 14 t (T 40 Occupancy/Use: Parcel ID#: (Z� • ( 1'14� Zone: I.l 7 Owner: 5C ZYk BeyO/L 11PA T tIMO& LL C A dress:J+ WkfSf gvj GOrrC Ll`1 32S �1�,�i �L�ct�l� P.E./R.A.or Contractor: Sw0 RZ Im kI,OPWk1#__11r Adlres��-_AM.4�ke 3zsIBC�1 Wf a Person in responsible charge: �f(�{,I,Drlyl (L(�G►�L A dress: 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 YOM COUNTY OF WESTCHESTER as:P p (f��p(M � ,C�L( being duly sworn,deposes and says that he/she resides at -37 WkN k,W 11k OD (Print Name ol'Applicant) (No.and Street) _ in 5alYifW ,in the County of Y Fr Of in the State of �1 ,that (CitytTowni 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 :-%,2 1 P3 P.00 for the construction or alteration of: xTrAeYta 61nS Lk Fw"I L,y -D w(e( f N� _�ASk'v4xr 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 3 ram+ Sworn to before me this J_� c-(�_ day jj of , 20 2 day o ,20 2_. Signature of Property Owner 1 Signature of Applicant t��t�� M� (�,,tt�t,tESS 6vrwar�t I'z1E�1z--, Print Name of Property Owner Print Name of Applicant e�_- a a. A S' Notary Public Notary Public Ckk"e A byd C'kWW A>tioyd 01 Notary!dfic,fto of Now York Naary►tr6k 30*of MW York S,I'2021 No,OIW6166W Na 0IM61"W - Quaf&d in Wanes r County Qw`iM is 1Ntrtrbe u Cmaty Commission Expires May 21, -2-3 Commiai0e F.apiees May 21,AM boa 3 QyE BRC�v� 1. 1982 BUILDING DEPARTMENT P BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - n 1n� 7� 7 ADDRESS : +� �✓ \ _ DATE: `' PERMIT# l Zi - �Cp2> ISSUED: _L� SECT: BLOCK: LOT: LOCATION: I L �J—R -r"�� 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 QyE BRC�v�. cu � 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 :— Z J Pr�l �-�/�t`� DATE: PERMIT#��7—I��ISSUED:SECT: 1 'BLOCK: LOT: 1 Lj �a LOCATION: �5�����— �l�t�_i �;c�/� OCCUPANCY: t":�, ❑ 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 QyE BRC�k• 1. cu � 1982 BUILDING DEPARTMENT Qf 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 - - - - - - - - - - - - - - - - - -- - -'�— / / D r ADDRESS: 4 1 N Z-- DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: c��nl —(L ti' 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 �yE BR(��. 1. cu � 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: 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 QyE BRC�k 1932 BUILDING DEPARTMENT {�BUILDING INSPECTOR Ju 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 - - - - - - - - - - - - - - - - - - - - 1 ADDRESS: -77 ��-1-� \ t'- DAfE: Z ZZ- Z-Z PERMIT#T3P Z t -"O0 3 ISSUED: t SECT: 1-.4'.,ZS BLOCK: LOT: 1 '4 LOCATION: --A l L. ) "j SS'— \ OCCUPANCY: '2!I ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION // REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: OUGH PLUMBING ROUGH FRAMING INSULATION NATURAL GAS , I a �l t _ �Lp� S L.P. GAS ❑ FUEL TANK FIRE SPRINKLER FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER � § � § � a u rA � � \ \� k / / 3 - * / � y 00 H = m * & { § 8 Q / k k { 2 . u 2 ken bi } \ Q) cz U \ $ / / co § � ° k \ '\ C�5 r « 2 7 W } � t-4 . ^\ k / •S U .. .. m ` k � Z. QyE f3R(�k. 1982 BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK //.❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : �i �(�, i _ ��- DATE: Z Z PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: 'lC-cl-- f L �!J G� OCCUPANCY: Z f ❑ VIOLATION NOTED THE WORK IS... ^ACCEPTED ❑ REJECTED/REINSPECTION ❑ ;,SITE INSPECTION REQUIRED FOOTING FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �E BRC�v�. 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.org - - - - - - - - - - - -- - - - - - - - INSPECTION REPORT - - - - - - -- - - - - - - - - - - - - ADDRESS : DATE: PERMIT# �} `'� ISSUED: l �WLCT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑. ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING d FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION o- NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�uk z �. BUILDING DEPARTMENT ❑BUILDING INSPECTOR XAssiSTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING ST1tEET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - -- - - - - - - - ADDRESS :- DATE: PERMIT# ISSUED: SECT: IZ�,Z�BLOCK: LOT:�� LOCATION: V \ ` OCCUPANCY: �\J ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION �)+ n REQUIRED D FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR(��. cu � 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK tl CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - (- - ADDRESS : 1 b 1 w cA DATE: PERMIT# ISSUED. SECT. BLOCK. LOT. LOCATION: ��7 � ' OCCUPANCY: U ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTINGS ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��, o`` tim • 1962 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 Uebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- -- - ADDRESS: 4�' ' A' yVtk �-A DATE: -5 2 2 � L �� PERMIT# l� ISSUED: 1 Z Z SECT:Z'l ? � BLOCK: LOT: ` LOCATION: GCS V -�_ � �- OCCUPANCY: 2 I ❑ VIOLATION NOTED THE WORK IS... Er 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 ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑-/,FINAL Q/ OTHER 777 �yE BRC��. Q�i� ��O•c 1982 BUILDING DEPARTMENT BUILDING INSPECTOR �0 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.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : r `� �'^ �� DATE: 5- Z` Z PERMIT# Z ` ISSUED: SECT: BLOCK: LOT: LOCATION: `v 1'' �'�� -R r" - � ✓ Ll OCCUPANCY: z n ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION i REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS F ❑ FUEL TANK ❑ FIRE SPRINKLER �- ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE DRa? O� 2� 1982 Q � BUILDING DEPARTMENT [I BUILDING INSPECTOR �KASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �t]CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www UebrooLorg - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - --- - - - - - - - - ADDRESS :— !1 Si DATE: t l t PERMIT# ? ` '�`-�-� ISSUED: t� l Z `? SECT:\? i z BLOCK: LOT: 1. LOCATION: _L ' �._O 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 p OTHER r �yE BRC�j�. O� ym • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR f 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 2 � L -�-I DATE: I 2C v — 1 PERMIT# ISSUED: \' 2,1 SECT: i� I BLOCK: LOT: LOCATION: ' �� 5 OCCUPANCY: ❑ VIOLATIbN NOTED THE WORK IS... 12/ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION \ REQUIRED Q` FOOTING " • "'! �1 Or Y S`C� 'b FOOTING DRAINAGE f ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRC��, O� Zm • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK f❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www rxebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: C PERMIT# ISSUED: SECT: BLOCK: I LOT:!(I LOCATION: OCCUPANCY: 4- ❑ VIOLATION NOTED THE WORK IS... u ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��, cu � 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.aebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: �l 6 1� DATE: PERMIT* - CX—)C" ISSUED: ECT: L -�BLOCK: LOT: LOCATION: l 1 OCCUPANCY: i ❑ VIOLATION �� \HEM O ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION 2 UNDERGROUND PLUMBING Qjrp-�� NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE 13RaP . 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR 0CASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www Uebrook.ors - - - - - - - - - - --- - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - -- - - - - ADDRESS . `I �J `�6 6-) 1 ,CA DATE: PERMIT# r 0v\ \,l v� ISSUED: ,I IM SECT: (2�i 2�BLOCK: LOT:_��_ { LOCATION: 1 S OCCUPANCY: \ ❑ VIOLATION NOTED THE WORK IS... ❑/ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION %/ REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION I3 UNDERGROUND PLUMBING'3,,�{y 1 NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING Wi'V ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER E BRC�,�. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ,PABSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS ;I �" 1, i ► `� DATE: � I �` 4 PERMIT# C✓ ISSUED: �) SECT: ' F� ?""BLOCK: ' LOT: IDS LOCATION: �J� t OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING J "DOTING DRAINAGE U 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 - '4�E Raj 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK f� ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.ors - - - - - - - - -- - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— G- ' 1 DATE: PERMIT# ISSUED: dt-A-2 \SECT: BLOCK: LOT: LOCATION: 1 �-� � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... [ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ` c ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS 1 L-c>_ ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER I Bk �� 2m 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR �SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS 2 G ! h �= 4��� DATE: 2 2 d ICTL PERMIT# (Se -2 ^` ISSUED: \ �Z SECT: Z��� LOCK: LOT: LOCATION: ` S -S�2 OCCUPANCY: -2-1 V ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ 1SITE INSPECTION REQUIRED D-* FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION tt -- ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING i ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER I O �D O N clq tn 0 � -; rr Q z � o � zo � n ( � m� 4 3 Alt E= co oo O � W �p V1 z U W .7 � • w i0*4 Ci» fil rW Z o V ~ CN 00 en Uc = o o `'7 E Q � c C6 a. 4 C9 BUIL ING DEPARTMENT VILIGE OF RYE BROOK tAPRI2021 938 KING STREET RYE BRO( ,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 FAX(91, 939-5801 BUILDING DEPARTMENT wwvayebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY -003 EP#: Approval Date: APR 1 5 Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,04-12-21 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. t.Address: 2 Jasmine Lane SBL: 129.25-1-1.lAe Zone: -PLID 2.Property Owner: SC Rye Brook Partners,LLC Address: SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage xKx*xxxxxx**Kxxxxx*********xxxxxxxx**xx*xxx�xxx,�*xxxxxxxxxKxxxxFxxxxxx***x,�xxx*xxxx*x*x*xxxx******xxxx**x STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of 220 day of 2 Signature of Property Owner Si7/'ae of Applicant ), INv Print Name of Property Owner Print Name of Applicant Notary Public Notary Public 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 DING RMIT NO. TEMP k —7DATE ! 14 CITY OR VILLAGE ZIP CODE _ TOWNSHIP STREET AND, NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? MCT Q BLOCK OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS. nn ,1� HOME TELEPHONE NUMBER J cr- CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH NIZF7 FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1"FL. 2-FL. VILL 3'FL. REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS,INC.IS NOT LISTING,LABELING.UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT.OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW:J ADDITIONAL F] EXPOSED Fl CONCEALED L MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD[] UNDERGROUND L] AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT STREET ADDRESS TELEPHONE NO. LICENSE NO.WHEN APPLICABLE s 00 00 vi � s7 r a A. z z c a y W Q let a ti It UN 00 o z � pCi L� 7 W U x 00G� MM � � � 0 w A `� w a v; • W W z ? A d E r z U w ►— � c7 H A � c,7 A o �, I-r wi v z d oA R D ED BUILDING DEPARTMENT AUG - 2 w 2022 VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 l VILLAGE OF RYE BROOK (914)939-0668 ! B!11I_DIN r--_PARTMENT www.ryebrook.ort? ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required � J n FOR OFFICE USE ONLY BP#: 21-003 EP#: C� — I W 4- Approval Date: AUG 3 20 l Permit Fee: $ Approval Signature: V�"l Other: ******************************** ***************************************************************** Application dated, 6-24-22 is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 2 Jasmine Lane SBL: 129.25-1-1.46 Zone: P U D 2.Property Owner: SC Rye Brook Partners I I [' Address:_5 International Drive Phone#: 914-481-1531 Cell#: 914-761-2500 email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye NY 10580 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortinona enterpriseelec com Company Name:-Enterprise Electrical Con llting Address: 3881 Danbury Road Brewster, NY 10509 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage 5.31 Party Electrical Inspection Agency:_State Wide Inspection Services, Inc STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino -being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to ore m his day of 20 day of 0 Signature of Property Owner Signa a of Applicant Denis M. Fortino Print Name of Property Owner Name of Applica t Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified In Westchester County Commission Expires January 29 � STATEWIDE INSPECTION SERVICES, INC. Service With bilegrity 181 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOBAPPLICATION tel845.202.7224 • • 1•21 SWISNY.com I SWISTraining.com Office Use Elect.Permit# �- Date Bldg Permit#� Utility ID# f- 00 3 Final Certificate# City/Village /LI�Q)� Zip ' J`>� Township County Address '1j/1 f f�,. )�/ ,/]� � : Cross Street Seclleq� �i Block w Lot/ (/1 �f ✓ w cry' IV. Owner Name/Address(if different than abovE�� � v(�� )Q✓1/-L r—���S Contact Number Basement 1 st FI. Vr2nd Fl.. ❑3rd FI. ❑More Than 3 FI. [—]Garage ❑Attic ❑Outside D<esidential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect nderground 011evv ❑Reconnect �; `� ' of yp ✓ f i ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information /IJ - �ti fit✓�� I�oJSC' %Ljcs RI A2-2022 VILLAGE OF PYE BROOK BUILDING D:7=°ARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with arry other Inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Na ` �� /L ";{,` Date Signature Address ,u / City/State �� Zip Code /d� v License# ( Phone# `- 61 —7 v r ' State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 845 202-7224 Phone 914-219-1062 Fax STATEWIDE INSPECTION SERVICES Email: office@swisny.com Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Properties PO Box 713 2 Jasmine Lane Rye, NY 10580 Rye Brook, NY 10573 Located at: 2 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-164 129.25 1.46 Certificate Number: 2022-4628 Building Permit Number: 21-003 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 2 Jasmine Lane, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic,Garage, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 12th day of August 2022. Name Quantitv Rating Circuit Type Receptacles 63 Switches 32 Incandescent Luminaires 12 Under Cabinet LV Lights 02 Recessed Luminaires 42 Gas Range 01 Dishwasher 01 Exhaust Fans 04 Gas Furnaces 02 Electric Heater 01 Dimmers 23 Disconnect 01 200AMP Electric Water Heater 01 HVAC System 01 Sump Pump 01 . r Name Quantity Rating Circuit Type Panel 01 42 225AMP GFCI 14 Smoke Detectors 04 C/O Smoke Detectors 04 Microwave 01 Refrigerator 01 Disposal 01 State Wide Inspection Services did not perform a Rough inspection (Rough Performed by WREIS). A Visual inspection and Final inspection were conducted only. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 : N o o o � N N t~J N M ~ LL. f� F w FT [ro 00 PLO 1-4 � ►—� g i � ZV) 40 H Ono �oE 0 N W C + co zSIC O t h+� 00 (� O z U Z 0-0 xmmk.i � �. 0-4 a Z o < Awe � Z U a a zo � Z z U 3 v41 S. w a x U D ECEJWE �E aR�� DEC 2 9 2021 BUIL E' MENT VIL E OF RY.E,. OK VILLAGE OF RYE BROOK 938 KIN NY 10573 BUILDING DEPARTMENT R}'.l r RYl✓13•. , (914)9 :6� 939-5801 vetdoorla PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: p./— V 03 PP#: -� a05 Approval Date: Permit Fee: $ / /' 0,Pd—, Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, /02 oZ 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 in conformance with all app'cable Federal,State,County and Local Codes. 1.Address: �Jti�'� r Q U"r%- re( ) (ft' x �1n,1 �!;r SBL: 5- (o Zone: D�� 2.Proposed Work:4 _ � "Vy �rh� tU�[� ' �'hi h 3.Property Owner: SC L6'00L Q(Oivcc LLC, Address: y West: i ' /L. ,<4� Phone#: Cell #: GIB 1 LI - LC5 f email: C, �0 (��cY�ra►kq ILT 4.Master Plumber: ` 1 ! LEI 'I(. Address: V Lic.#: 00G Phone#: Cellemail: #: emai i►z e V\ 'bfLt4 )CYI Y1�v: Yr� Company Name: IJ&\/_(VSi(_'l� Qrnb,Yl1, Qrl"T Address: 1Olq t} 11H, S-1&* 5 �.1eytyeE_ YJY `q5 ) INDICATE FIXTURES&LINVES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 Ist Floor 1 2nd Floor 31 Floor 4'h Floor 51 Floor Exterior n d 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 1l 3/21/19 • c STATE OF NEW YORK,COUNTY OF WI?STCflESTER ) as: Pau I Nebretsi .y ,being duly sworn,deposes and states that he/she is the applicant above named, (print name ofindividual 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 BY umlpl►'IQ C'on-4yacky for the legal owner and is duly authorized to make and file this application. (indicate nrehitect,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 asset 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 Ryc Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of (t ri I 1 20 day of / 20 o;L0 Signal f rty Owner S;,-rla lira Print Name of Property Owner Print Name of Applicant Notary Public IL A iloyd Notary Pu li Public,Stltie of NW York Na 01W616007 Qu".. in 1Yowbester County Commission Expim May 21,=-9 0:1.3 This application must be properly cornpleted in its entirety and must include the the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant_ WENDY J ASBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB0378708 Ouelified In Orange County MY Commission Expires 07.30.2022 -2- 3l3r/19 i a, OD s N sY a a¢, c c o 1.(A ..001cri WIAF �, Gzl • o ECU o .. o � Cz Orn 'o Z i 3 y F 0 % 6 c Z M.y W C r oo = > ° vet F w .t O d ° ►.� a x N �° N in or w oo en hn � . a 00 c O a z oo CYS� Z � WF i rr W Q c W 00 ICI f+l M � � U � a O i'! � d '' ' •° R y e Z v F ° � aa y r., � w x z F c c � �� � o �► F" y > d U U u 4 sA I cm e c � - N o o 0 a a vC0. BUILD�U ` ARTMENT �� 1 VIL .1 E OF RY OK TE RtIICfiG 938 KING z ET RYE BR ,NY 10573 N�� g 2�2� (914)93$ JL_e*- 039-5801 VILLAGE OF RYE BROOK ww*. BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: Approval Date:JAN 1 1 1 21 RP#: aI-003MI#: � O P Application Fee:$ Approval Signature: Permit Fees:$ Disapproved: Other: Application dated:_S—31—► } is hereby made to the Building Inspector of the V illage of Rye Brewk N Y 1br the issuance ofa Pennit to install a Fin; Suppression System as per detailed statement described below. 1. Job Address: a s,.:...� "I-le-_ 1 ►�jy Parcel I.D.: 1Lq 1S-1 - I .t.FL _%one: UM- 2. Proposed System(Describe system in detail including suppression agent): _ 3. Number&Types of Fire Sprinkler I leads: L4 3 4. N.Y State Construction Classification: 5B N.Y.State Use Classification iZ 5. Cost of Installation:$ 1-2, 41g) (Cost shall include all labor.materials.fixed equipment.professional fees,and materials and labor which may be donated gratis.) 6. Property Owner: S RBIe_ V-�roolL Part-r,er3 Address: n ° �Cpere�-r p��.a�T,NY aao�-an`t3 Phone# Cell# — email: _ Applicant: MpkL\L Address: 15 trd=te01 Fig ,K_ p1c,r Phone# 0�5} (Boa)f.3a_BDFJ S Cell#�-4�t1� email: Architect/Engineer: jZ. W Address: 5 A Ro;n _i4o7? A oataq- Phone# Baas _Cell# General Contractor:_�ur� CZ[3 ���e to }-_moo. �yAddress:?;�,�,., ,�� p��uL. Da, '%l t is 1 a56L1i Phone# 945 855- 'tOO Cell# f email: f 2.8.t 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. STATE OF NEW YORK,COUNTY OF WF,STCI IESTF.R 1 as: r�_ t ,being duly sworn,deposes and states that he/she is the applicant above named, (pnnt'name orindividudl 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 _�AaL&k 're- PeAva*-sa_l 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 betbre me this Sworn to bet6re me this µ" day of , 20 day of 1 , 20 1-:�, _ Signature or Property Owner Signature orApplicant 12vyvw�do FFirv.ov�cL Print Name or Property Owner Print Name or Applicant Notary Public Notary Public MICHAEL SILVA NOTARY PUR1, rAy COMMISSION Fv ' 12.RJ6 = O ` CV N N W p, a v a °- to: C M C " r+ °0o w z ^^ L �T n7 y o� 11 Ln 00 CN acW7 mz b0 Z � aoU UZE �Ez� o (> �� OC/�H > _ o - U 94 00 a17 •r. "� ao � w� a � � �► t/� o z v W ' ►-� W � o � c t � W a ~ `n 0 .tw .5� :2 c V V C. �4 4 N A � z A � O G � � _ .n'• • C, x o b 5 C- a °' �I U W > .w . � C.. ►-1 Cq f�4 2 v�i � C .2 b _ BUILDINt 9P*.RTMENT jD VILL ' E OF RY>'$�OOK FEB 2 8 2022 938 KING ET RYE BRQoik,NY 10573 4 -0 VILLAGE OF RYE BROOK • �; BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: 14)9 az V3p MAR - 2 2022 Approval Date: 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#C 105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment ofFees/Unit: RFSIUENTIAI._ $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 s hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal df 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. 4(0)ne: 1. Address: 2 J Q S inIr C Q elC SBL: (07 9��S ` `'- 1 2. Property Owner: S'C 1 f b r o c 1_ Address: Phone#: Cell#: email: 3. Contractor: -Fo'f L c L Address: Pd �1� k 1?-rU 7 Phone#: J63-at 3f 4 )) 1 Cell#: email: anejio Q NJC /em 4. Applicant 1 I J AO%t , V-• Address: Phone#: Jb3 • 3%-119 S Cell#: email: 5. Scope of Work:New Installation�>L)•Replacement( )•Removal( )•Other( ): 6. List Equipment: (off 5 rV v n e c e # i/ 7. Location of Equipment: ��/eme, 8. Meth of Installation/Removal(list all equipment needed to perform job): �K� fi► fy t� f�A C 1 8/12/2021 STOP NEVI YORK,COUNTY OF WESTCHESTER ) as: If ame in ,being duly sworn,deposes and states that he/she is the applicant above named, (print o individual signing gas 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 76(<<����for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this k day of ,20 day of 20 ?2 Signature of Property Owner Si a of Applicant Ir,, � r 1 Print Name of Property Owner Prin ame of Applicant TRISHA MARTINEZ Notary Public NOTARY PUBLIC-STATE OF NEW YOR otary Public No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 8/12/2021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Ur to 96% AFUE, Single Stage, PSC Gas Furnace EA Ur 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) • 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 r, • Factory set blower ON delay • RPJ' primary heat exchanger • Stainless steel secondary heat exchanger • High temperature limit control prevents overheatingIllustrations and photographs are may represerxatrve g � Some product models may vary. • Direct ignition with Silicon Nitride ignitor • High uaI corrosion-resistant, prepainted steel cabinet tWARNING EASIBa TO INSTALL AND SERVICE • Direct vent(2-pipe). single-pipe venting or ventilated combustion Failure to follow this warming could result in personal injury, air death,and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm) high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easydoor removal and secure installed. Failure to follow this warning could result to personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflow/downflow/horizontai (left/right) installation ENERGUIDE of s 10 • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal A—ad ".,(� applications with accessory (order separately) • Concentric vent available r u cFq r t F\Ee • Self diagnostics with super bright LED • Slide out heat exchanger and blower assembly LIMITED WARRANTY • 79% 82% ill 97+ . • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limited ,it 11IL1111101 cFanFieo warranty For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Uee ol tM A.Al carop.e TM Mauras r rc •e a ...AM rar•Darficpa*ri n the progr— Fa other applications. de.ewrallon d o.rafio.tl1 to:dr WWUa1 pr,ara.. 0o to•near•htb.rlo r-9 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) N9M E0261408A 40,0 00 9&0% 95.01% 400-775 35 x 1 -3116 x 29-1/2(689 x 361 x 750) 120(54) N9 0401410 40,000 96.0 95.0% 625-905 35 x 14- /16 x -1/2 x 361 x 123(55) N9MSE0401712A 4Q0 00 96.0% 95.0 650-1050 35 x 1 -1/2 x 29-1 2 889 x 445 x t34( 1 NiSiMSE0601410A 60.000 95. 9 .0 675-113 x 14- /16 x 29-1/ (889 x 361 x 750) 127(57 N9MSE0601714A 60,000 96.0% 95 0% 650-1420 35 x 1 -1 x 29-1 (889 x 445 x 750) 144 65 9 0801716 80,000 —96.0% 95.0% 816-16 5 x 1 -1 2 x 29-112(889 x 445 x 750) 154(69) N9 S 0802120A 80,000 96.0% 95.0% 1335-1970 35 x 21 x 29-1i2(889 x 533 x 750) 162(73) N9 1002114 100,000 96. 915-1545 35 x 21 x 29-1/2 889 x 533 x 750) 169(76) 9M 1002120 100. 000 96.0% 95.0 1345-2065 35 x 21 x 29-1/2(889 x 533 x 750) 169(76) N9MSE 1202420A 120.000 96.0% 1320-2105 5 x -1 x -1/2 9 x 622 x 75 ) 186(84) N9MSE1402420A 1 140.000 96.0% 94 4 1290- 035 35 x 2 - x 29-1/2 889 x 622 x 0) 190(86) Specifications are subied to change se nrout notlta. 440 11 4403 05 12/3/18 NXA Performance Seri HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT • Scroll compressors on select models • Filter-Drier supplied with every unit for field installation •Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins • Coated, weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra protection LIMITED WARRANTY* Thm prods" hag bean `�'•d aw frwxrwc ow to meet ENERGY STAR artem for vwpy alioen y when • rraCh° ysth epprophate oal _,hpata HOYYever. 5 year compressor limited warranty vow raMgerarr d"and papo err now are,adcd • 5 year parts limited warranty (including compressor and to aclaam rt•O ctpecity and ellaarxy Irstalldtm ofM p,od,d anorld,dlaw ft mar4Asa1Lxers rafngwaM coil) chergiry and ak flaw irminxborrs Farkm to omAnn r paper dwge and-flow may reduoo artergy ellda -With timely registration, an additional 5 year parts limited ara~en Oquvrwo He warranty (including compressor and coil) * For owner occupied, residential applications only. See , warranty certificate for complete details and C �` US ad restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark macates a manufacture s participdior n Iha program For verrficavon of cerhf ffflon for indMa al Droducts. go tc www ahndueaofv a,; Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship/Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth In. (mm) Weight lbs.(kg) NXA618GKA 1, 18,000 11.8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3/16 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 211,12 30,000 16.8 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5/16 x 35 x 35 204/165 (719 x 889 x 889) (93/75) NXA642GKA 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 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/127) SDeaficabons subject to change without nonce 421 11 6201 05 5/17/19 MiTek MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 M 314-434-1200 Re: J2100705 D E C E� " ED Kingfield Unit 99 C2M RF MAR -3 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT V \ " The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by P.D.J. Components. Pages or sheets covered by this seal: 150434264 thru 150434264 My license renewal date for the state of New York is December 31, 2022. F NE�V Y P �J E N E. F O t r � n W m W q February 24,2022 Fox, Steve IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1.These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO.Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs.MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Job Truss Truss Type Qty Ply Kingfield Unit 99 C2M RF UNITS:1.0 150434264 J2100705 H01REP HALF HIP 5 1 ENG:LFM Job Reference(optional) P D J Components,Inc., Chester,NY-10918, 8.430 s Aug 16 2021 MTek Industries,Inc.Thu Feb 24 12:42:44 2022 Page 1 ID:t7pQdaRyWPEutNRhltrJ WyCAcL-UgHwtKvWu603AZnVOYNJYXMysEMPIJTV5xMHSgzhwTP -0681-115 8-7-4 1534 21-4-2 2755 0-6-8 1-11-5 6-8-0 65-0 6-0-14 6-45 REPAIR: bxId= scale=l£1.0 SEE NOTE I BELOW 1.bx3 II 4xti — 7.22 7- 5 614 7 1 bx12 13 4 10 OX14 i r 3 IL1i tY 1L 11 lU a 3x4 — $ t! 8x12 text$ = lb 1b 4x4= 5x6 = 6x8 = 4xtl A.UU 1-ll-b fz- 0- lb-J-4 Z1-4-Z 2/-8-8 -ll-b b-B-U b-B-U b-U-14 b-4-b APPLY 2 X 4 X 6'SPF/DF/SP NO.2 SCAB(S)TO EACH FACE OF TRUSS CENTERED AS SHOWN.ATTACH WITH(0.131"X 3")NAILS PER THE FOLLOWING REPLACE 2 X 4 X 2-8-0 NAIL SCHEDULE:2 x 4'S-2 ROWS:SPACED @ 4"O.C.STAGGER NAIL SPACING SPF/DF/SP NO.2 FROM FRONT FACE AND BACK FACE FOR A NET 2"O.0 SPACING IN THE CUT TO FIT TIGHT. TRUSS,USE 2"MEMBER END DISTANCE. Plate Offsets(X,Y)—[2:0-0-13,0-6-6],[2:1-2-3,0-2-0],[3:0-5-1,0-2-8],[4:0-6-0 Edge],[5:0-5-8,0-2-0],[8:Edge,0-1-8],[10:0-3-0,0-3-0] LOADING(psfl I t;LL 3U.0 SPACING- 2-0-0 C S 1. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DO 1.1 5 T C 0.89 Vert(LL) -0.13 11-12 >999 240 MT20 197/144 Lumber DO 1.1 5 B C 0.86 Vert(CT) -0.22 11-12 >999 180 T C D L 10.0 Rep Stress Incr YES W B 0.76 Horz(CT) 0.11 8 n/a n/a BCLL BCDL 0.00t t;oaeitst;2ulalrrAvl4 Matrix-a Weight:160lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc BOT CHORD 2x4 SPF No.2`Except* pudins,except end verticals. 2-12:2x6 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-10-0 oc bracing. WEBS 2x4 SPF No.2'Except' WEBS 1 Row at midpt 4-10,5-9,6-9 3-12:2x6 SPF No.2 2 Rows at 1/3 pts 7-8 SLIDER Left 2x6 SPF No.2 2-4-13 REACTIONS. (size)8=0-3-8,2=0-5-8 Max Horz 2=356(LC 7) Max Uplift 8=-362(LC 7),2=-304(LC 10) Max Grav 8=1731(LC 25),2=1819(LC 26) FORCES.(lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-4277/832,3-4=-2645/426,4-5=-1640/324,5-6=-913/232,6-7=-913/232, �! of: NE{�,Y 7-8=-1673/366 BOTC 25, HORD 3-12=263/1256,4-11=-23/93494 1 00117 330,5--109169!2,5191-797/181, P�'��vEN �O O�� WEBS 6-9=-987/246,7-9=-354/1603,3-11=-852/342 NOTES-(14-15) r— 0 Q 1) Repair Condition:web has damaged section 2-8-0 long starting 2-0-0 above joint 9. n W 2) N/A f11 3) N/A 4) Wind:ASCE 7-10;Vutt=130mph Vasd=103mph;TCDL=3.Opsf,BCDL=3.Opsf;h=30ft;Cat.11;Exp B;Enclosed;MWFRS(envelope) A gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 �A O,U7716 5) TCLL:ASCE 7-10;Pf=30.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 9�FEss��NP� 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=1 O.Opsf. O WARNING-Veny design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-7473 rev 5/192020 BEFORE USE Design valid for use any with MTek®connectors.This design is based only upon parameters sham,and is for an individual building component,not a . truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web anddor chord members only.Additional temporary and permanent bracing l� ek is always required for stability and to prevent oolapse with possible personal injury and property damage.For general guidance regarding the M I l 18023 sw ' Ridge Rd fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Buildup Component Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 (8 LG Life's Good D v VIE MAR -3 1011 BIL G OF ILDING RYE BROOK DEPARTMENT OWNER'S MANUAL DRYER Read this owner's manual thoroughly before operating the appliance and keep it handy for reference at all times. ENGLISH ESPANOL DLE3600*, DLG3601* DLEX4000*, DLGX4001* DLEX4200*, DLGX4201* DLEX4500*, DLGX4501* III 1111111��lIII �IiIII III1111I MFL70442647 www.lg.com Rev.03_070620 Copyright©2020 LG Electronics Inc.All Rights Reserved. 2 TABLE OF CONTENTS 3 PRODUCT FEATURES 44 SMART FUNCTIONS 44 LG ThinQ Application 4 SAFETY INSTRUCTIONS 47 Smart DiagnosisTm Function 5 IMPORTANT SAFETY INSTRUCTIONS 48 MAINTENANCE 9 PRODUCT OVERVIEW 48 Regular Cleaning 9 Parts 49 TROUBLESHOOTING 9 Accessories 49 FAQs: Frequently Asked Questions 10 INSTALLATION 49 User Support Videos 50 Before Calling for Service 10 Installation Overview 10 Product Specifications 56 WARRANTY 11 Installation Location Requirements 12 Clearances 14 Leveling the Dryer 15 Reversing the Door 16 Installing the Side Vent Kit 17 Stacking the Dryer 18 Venting the Dryer 20 Connecting the Inlet Hose (Steam Models) 21 Connecting Gas Dryers 23 Connecting Electric Dryers 28 Special Electrical Requirements 28 Final Installation Check 29 Installation Test(Duct Check) 31 OPERATION 31 Using the Dryer 32 Check the Lint Filter Before Every Load 32 Sorting Laundry 32 Loading the Dryer 33 Control Panel 36 Cycle Guide 40 Cycle Modifier Buttons 40 Option Buttons 41 Special Functions 41 Steam Functions (Steam Models) PRODUCT FEATURES 3 PRODUCT FEATURES Easy-to-Use Control Panel m z Rotate the cycle selector knob to select the desired dry cycle.Add cycle options or adjust settings with the 0 touch of a button. r 2 Easy-Access Reversible Door The wide-opening door provides easy access for loading and unloading. The door hinge can be reversed to adjust for installation location. Steam Functions (Steam Models) LG's steam technology allows you to inject fabrics with a swirling jet of hot steam to refresh clothes, reduce static, and make ironing easier. Simply select the Steam Fresh TM cycle, or you can add a Steam option to selected cycles. Flow SenseTm Duct Blockage Sensing System Indicator The Flow SenseTm duct blockage sensing system detects and alerts you to restrictions in the installed household ductwork that reduce exhaust airflow through the dryer. If you see the alert: Clean or repair the ducts to remove the restrictions. Keep your ducts clean to help increase efficiency and reduce long drying times caused by blocked ducts. _..,, Smart DiagnosisT"' Should you experience any technical difficulty with your dryer, it has the capability of transmitting data via your telephone to the Customer Information Center.The call center agent records the data transmitted from your machine and uses it to analyze the issue, providing a fast and effective diagnosis. 1L.G ThinQ Download the new LG smart phone app to set options, self-diagnose and troubleshoot problems with the appliance, and other useful features. This function uses Wi-Fi. O�sIG �FRTIF ® CERTIFIED \�O 4 SAFETY INSTRUCTIONS SAFETY INSTRUCTIONS READ ALL INSTRUCTIONS BEFORE USE Your safety and the safety of others are very important. We have provided many important safety messages in this manual and on your appliance.Always read and follow all safety messages. This is the safety alert symbol. QThis symbol alerts you to potential hazards that can kill or injure you and others. All safety messages will follow the safety alert symbol and either the word WARNING or CAUTION. These words mean: QWARNING You may be killed or seriously injured if you do not follow instructions. Q CAUTION You may be slightly injured or cause damage to the product if you do not follow instructions. All safety messages will tell you what the potential hazard is, tell you how to reduce the chance of injury, and tell you what may happen if the instructions are not followed. © WARNING- Risk of Fire Install the clothes dryer according to the manufacturer's instructions and local codes. •Clothes dryer installation must be performed by a qualified installer. •Do not install a clothes dryer with flexible plastic venting materials. If flexible metal (foil type)duct is installed, it must be of a specific type identified by the appliance manufacturer as suitable for use with clothes dryers. Flexible venting materials are known to collapse, be easily crushed, and trap lint. These conditions will obstruct clothes dryer airflow and increase the risk of fire. •To reduce the risk of severe injury or death, follow all installation instructions. •Save these instructions. ©WARNING FIRE OR EXPLOSION HAZARD Failure to follow safety warnings exactly could result in serious injury, death or property damage. •Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. •WHAT TO DO IF YOU SMELL GAS - Do not try to light any appliance. - Do not touch any electrical switch; do not use any phone in your building. -Clear the room, building or area of all occupants. - Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. - If you cannot reach your gas supplier, call the fire department. •Installation and service must be performed by a qualified installer, service agency or your gas supplier. SAFETY INSTRUCTIONS 5 IMPORTANT SAFETY INSTRUCTIONS Q WARNING rn To reduce the risk of explosion, fire, death, electric shock, scalding or injury to persons when using this product, follow basic precautions, including the following: _ INSTALLATION •Before use, the appliance must be properly installed as described in this manual. •Connect to a properly rated, protected, and sized power circuit to avoid electrical overload. •To reduce the risk of severe injury or death,follow all installation instructions. •The appliance must be installed and electrically grounded by qualified service personnel in accordance with local codes. •Disconnect the power cord, house fuse or circuit breaker before installing or servicing the appliance. •When moving or installing the product in a different location, call qualified service personnel for installation and service. •Keep packing materials out of the reach of children. Packaging material can be dangerous for children. There is a risk of suffocation. •Moving or installation of the appliance requires two or more people. •This appliance is not designed for maritime use or for mobile installations such as in RVs,trailers, or aircraft. •Store and install the appliance where it will not be exposed to temperatures below freezing or exposed to outdoor weather conditions. •This appliance must be positioned near to an electrical power supply. •Do not, under any circumstances, cut or remove the third (ground)prong from the power cord. •When installing or moving the appliance, be careful not to pinch, crush, or damage the power cord. •Do not install the appliance in humid spaces. •Destroy the carton, plastic bag, and other packing materials after the appliance is unpacked. Children might use them for play. Cartons covered with rugs, bedspreads, or plastic sheets can become airtight chambers. •Adhere to all industry recommended safety procedures including the use of long sleeved gloves and safety glasses. •Never attempt to operate this appliance if it is damaged, malfunctioning, partially disassembled, or has missing or broken parts, including a damaged cord or plug. •Do not install a clothes dryer with flexible plastic venting materials. If flexible metal (foil type)duct is installed, it must be of a specific type identified by the appliance manufacturer as suitable for use with clothes dryers. Flexible venting materials are known to collapse, be easily crushed, and trap lint. These conditions will obstruct clothes dryer airflow and increase the risk of fire. 6 SAFETY INSTRUCTIONS •Place the dryer at least 18 inches above the floor for a garage installation. •Do not use sheet metal screws or other fasteners which extend into the duct that could catch lint and reduce the efficiency of the exhaust system. Secure all joints with duct tape. •Use only rigid, semi-rigid or flexible metal 4-inch diameter duct inside the dryer cabinet or for exhausting to the outside. Use of plastic or other combustible ductwork may cause a fire. Punctured ductwork may cause a fire if it collapses or becomes otherwise restricted in use or during installation. •The exhaust duct must be 4 inches(10.2 cm)in diameter with no obstructions. The exhaust duct should be kept as short as possible. Make sure to clean any old ducts before installing your new dryer. •Rigid, semi-rigid or flexible metal ducting is recommended for use between the dryer and the wall.All non- rigid metal transition duct must be UL-listed. Use of other materials for transition duct could affect drying time. •Ductwork is not provided with the dryer, and you should obtain the necessary ductwork locally.The end cap should have hinged dampers to prevent backdraft when the dryer is not in use. •Gas dryers MUST be exhausted to the outside. •The dryer exhaust system must be exhausted to the outside of the dwelling. If the dryer is not exhausted outdoors, some fine lint and large amounts of moisture will be expelled into the laundry area.An accumulation of lint in any area of the home may create a health and fire hazard. •Do not install near another heat source such as a stove, oven or heater. •Keep area around the exhaust opening and adjacent surrounding areas free from the accumulation of lint, dust, and dirt. *The appliance must not be supplied through an external switching device, such as a timer, or connected to a circuit that is regularly switched on and off by a utility. OPERATION •Repair or immediately replace all power cords that have become frayed or otherwise damaged. Do not use a cord that shows cracks or abrasion damage along its length or at either end. •If you detect a strange sound, a chemical or burning smell, or smoke coming from the appliance, unplug it immediately, and contact an LG Electronics customer information center. •Never unplug the appliance by pulling on the power cord.Always grip the plug firmly and pull straight out from the outlet. •Do not use an extension cord or adapter with this appliance. •Do not grasp the power cord or touch the appliance controls with wet hands. •Do not modify or extend the power cord. •If the product has been submerged, contact an LG Electronics customer information center for instructions before resuming use. •Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. •Keep the area underneath and around your appliances free of combustible materials (lint, paper, rags, etc.), gasoline, chemicals and other flammable vapors and liquids. •This appliance is not intended for use by persons(including children)with reduced physical, sensory or mental capabilities, or lack of experience and knowledge, unless they have been given supervision or instruction concerning the use of the appliance by a person responsible for their safety. SAFETY INSTRUCTIONS 7 •Read all instructions before using the appliance and save these instructions. •Use this appliance only for its intended purpose. •Do not abuse, sit on, or stand on the door of the appliance. m •Do not allow children to play on, in or with the appliance. Close supervision of children is necessary when Z the appliance is used near children. •Do not tamper with controls. _ •In the event of a gas leak(propane gas, LP gas, etc.)do not operate this or any other appliance. Open a window or door to ventilate the area immediately. •Under certain conditions, hydrogen gas may be produced in a hot-water system that has not been used for two weeks or more. HYDROGEN GAS IS EXPLOSIVE. If the hot-water system has not been used for such a period, before using the appliance turn on all hot water faucets and let the water flow from each for several minutes.This will release any accumulated hydrogen gas.As the gas is flammable, do not smoke or use an open flame during this time. •Fix the drain hose securely in place. •Do not put oily or greasy clothing, candles or flammable materials on top of the appliance. •Do not use fabric softeners or products to eliminate static unless recommended by the manufacturer of the fabric softener or product. •Do not reach into the appliance if the drum is moving. •Do not dry articles that have been previously cleaned in, washed in, soaked in, soiled with or spotted with gasoline, dry cleaning solvents, vegetable oil, cooking oil or other flammable or explosive substances, as they give off vapors that could ignite or explode. •Do not use heat to dry articles containing foam rubber or similarly textured rubber-like materials. •Do not store plastic, paper, or clothing that may burn or melt on top of the dryer during operation. •Always check the inside of the appliance for foreign objects. •Gas appliances can cause minor exposure to four potentially hazardous substances, namely benzene, carbon monoxide, formaldehyde, and soot, caused primarily by the incomplete combustion of natural gas or LP fuels. •Properly adjusted dryers will minimize incomplete combustion. Exposure to these substances can be minimized further by properly venting the dryer to the outdoors. •Do not place items exposed to cooking oils in your dryer. Items contaminated with cooking oils may contribute to a chemical reaction that could cause a load to catch fire. To reduce the risk of fire due to contaminated loads, the final part of a tumble dryer cycle occurs without heat(cool down period).Avoid stopping a tumble dryer before the end of the drying cycle unless all items are quickly removed and spread out so that the heat is dissipated. •Do not let children or pets climb inside the dryer drum. •Do not put living animals such as pets inside the product. •Do not put any part of your body, such as your hands or feet, or metal objects under the product. •Do not let your hand get pinched when opening or closing the dryer door. STEAM (Steam Models) •Do not open the dryer door during steam cycles. •Do not touch the steam nozzle in the drum during or after a steam cycle. 8 SAFETY INSTRUCTIONS MAINTENANCE •Do not repair or replace any part of the appliance.All repairs and servicing must be performed by qualified service personnel unless specifically recommended in this Owner's Manual. Use only authorized factory parts. •Do not disassemble or repair the appliance by yourself. •Remove any dust or foreign matter from the power plug pins. •Disconnect this appliance from the power supply before cleaning and attempting any user maintenance. Turning the controls to the OFF position does not disconnect this appliance from the power supply. •Remove the door before the appliance is removed from service or discarded to avoid the danger of children or small animals getting trapped inside. •Unplug the appliance before cleaning to avoid the risk of electric shock. •Clean the lint filter before or after each load. •The interior of the appliance and exhaust duct should be cleaned periodically by qualified service personnel. GROUNDING INSTRUCTIONS •Improper connection of the equipment-grounding conductor can result in a risk of electric shock. Check with a qualified electrician or service personnel if you are in doubt whether the appliance is properly grounded. Do not modify the plug provided with the appliance; if it will not fit the outlet, have a proper outlet installed by a qualified electrician. •The appliance must be grounded. In the event of a malfunction or breakdown, grounding will reduce the risk of electric shock by providing a path of least resistance for electric current. The appliance is equipped with a cord having an equipment-grounding conductor and a grounding plug.The plug must be plugged into an appropriate outlet that is installed and grounded in accordance with all local codes and ordinances. •This dryer must be plugged into a properly grounded outlet. Electrical shock may result if the dryer is not properly grounded. Have the wall outlet and circuit checked by a qualified electrician to make sure the outlet is properly grounded. Failure to follow these instructions may create an electric shock hazard and/or a fire hazard. QWARNING Fire Hazard Failure to follow safety warnings exactly could result in serious injury, death or property damage. •Do not install a booster fan in the exhaust duct. •Install all clothes dryers in accordance with the installation instructions of the manufacturer of the dryer. SAVE THESE INSTRUCTIONS PRODUCT OVERVIEW 9 PRODUCT OVERVIEW Parts rn z G) r Power Cord F<If � = Reversible 1 1�1 Terminal Block Q door (gas models) lc��11�� o Access Panel (electric models) Control panel Oo 0 m � i a i o i � o 0 a Lint filter o 0 0 Gas connection n O Leveling feet (gas models) Exhaust Duct Outlet Accessories Included Accessories 1;) Y connector (Steam Models) Optional Accessories Hoses Drying Rack Pedestal Stacking kit Side vent kit (Steam Models) (sold separately) (sold separately) (sold separately) (sold separately) Kit No. 383EEL9001 B NOTE •For your safety and extended product life, use only authorized components. The manufacturer is not responsible for product malfunction or accidents caused by the use of unauthorized components or parts. •The images in this manual may be different from the actual components and accessories which are subject to change by the manufacturer without prior notice for product improvement purposes. 10 INSTALLATION INSTALLATION Installation Overview Please read the following installation instructions first after purchasing this product or transporting it to another location. n �1 i Check and choose the Level the dryer Vent the dryer proper location Connect the inlet hose Connect the Gas dryer Connect the Electric dryer (steam models) DLEX4200',DLGX4201',DLEX4000', DLGX4001',DLEX4500',DLGX4501* UDOWER TNp �� b �► • DLE3600*,DLG3601' UPOWER T.N. E Saw' Gas dryer Electric dryer Installation test Test run Plug in the power cord Product Specifications The appearance and specifications listed in this manual may vary due to constant product improvements. Dryer Models DLE3600*, DLEX4000*, DLEX4200*, DLEX4500*, DLGX4501* DLG3601* DLGX4001* DLGX4201* Description Dryer Non-steam Steam Dryer Steam Dryer Electrical requirements Please refer to the rating label for detailed information. Gas requirements NG: 4- 10.5-inch(10.2- 26.7 cm)WC LP: 8- 13-inch(20.4-33.1 cm)WC 27" (W)X 30 1/8"(D)X 39"(H),51 3/8"(D 27"(W)X 30"(D)X 39"(H), 51"(D with with door open) door open) Dimensions 68.6 cm W X 76.5 cm D X 99 cm H , ( ) ( ) ( ) 68.6 cm(W)X 76.1 cm(D)X 99 cm (H), 130.5 cm(D with door open) 129.7 cm(D with door open) Gas : 136.03 lb(61.7kg)-139.34 lb(63.2kg) Gas: 140.4 lb(63.7 kg) Net weight Electric : 121.9 lb(55.3k 125.3 lb 56.8k 9)- ( 9) Electric : 133.4 lb(60.5 kg) Drying Steam Cycle - IEC 7.4 cu.ft. (8 Ib/3.6 kg) capacity Normal Cycle IEC 7.4 cu.ft. (22.5 Ib/10.2 kg) NOTE Model numbers can be found on the cabinet inside the door. INSTALLATION 11 Installation Location Requirements QWARNING m •Read all installation instructions completely before installing and operating your dryer. It is important that Z you review this entire manual before installing and using your dryer. Detailed instructions concerning r- electrical connections, gas connections, and exhaust requirements are provided on the following pages. co QWARNING To reduce the risk of serious injury or death,follow basic precautions, including the following: •Use long-sleeved gloves and safety glasses. •The appliance is heavy.Two or more people are required when installing the dryer. The installation requires: •A location that allows for proper exhaust installation.A gas dryer must be exhausted to the outdoors. See Venting the Dryer. •A grounded electrical outlet located within 2 ft. (61 cm)of either side of the dryer. See Connecting Electric Dryers. •A sturdy floor to support the total dryer weight of 200 lb (90.7 kg). The combined weight of a companion appliance should also be considered. •No other fuel-burning appliance can be installed in the same closet as a dryer. •Additional clearances might be required for wall, door and floor moldings. •Companion appliance spacing should also be considered. NOTE •The floor must be level, with a maximum slope of 1 inch (2.5 cm)under the entire dryer. Clothes may not tumble properly, and automatic sensor cycles may not operate correctly if the dryer is not level. •For garage installation, you will need to place the dryer at least 18 inches(45.7 cm)above the floor. The standard pedestal height is 15 inches (38 cm).You will need 18 inches(45.7 cm)from the garage floor to the bottom of the dryer. •Do not operate your dryer at temperatures below 45°F (7 °C).At lower temperatures,the dryer might not shut off at the end of an automatic cycle. This can result in longer drying times. •The dryer must not be installed or stored in an area where it will be exposed to water and/or weather. •Check code requirements that limit, or do not permit, installation of the dryer in garages, closets, mobile homes or sleeping quarters. Contact your local building inspector. 12 INSTALLATION Clearances 14"max.' E— 118. max.' 1 (356 mm) mm)n:18"min.' m) (457 mm) HO O 1"*4 30-30 5"'1 I 1 IE 30.30.0-1 5"" (25 mm) 1/8" (127 mm) (25 mm) 1/8" (127 mm) (761-765mm) (761-765mm) A 3" 176 mm) 48 in?' (310 cmI O O 0=� (0 mm) o®0 39" 1177O (990 mm) 24 inr O (155 cm 2) 1" 27"� � 1' 3"' (25 mm)- I�(686 rn; I I (25 mm) mm) 1" I 27" 1. 6 5 Closet Door (25 mm) � I ( mm) Vent Requirements Installation Spacing for Recessed Area or Closet Installation The following clearances are recommended for this dryer.This dryer has been tested for clearances of 1 inch (2.5 cm)on the sides and rear. Recommended clearances should be considered for the following reasons: *Additional clearances should be considered for ease of installation and servicing. •Additional clearances should be considered on all sides of the dryer to reduce noise transfer. For closet installation, with a door, minimum ventilation openings in the top and bottom of the door are required. Louvered doors with equivalent ventilation openings are acceptable. Closet Ventilation Requirements Closets with doors must have both an upper and lower vent to prevent heat and moisture buildup in the closet. One upper vent opening with a minimum opening of 48 sq. in. (310 cm2) must be installed no lower than 6 feet above the floor. One lower vent opening with a minimum opening of 24 sq. in. (155 cm2) must be installed no more than one foot above the floor. Install vent grilles in the door or cut down the door at the top and bottom to form openings. Louvered doors with equivalent ventilation openings are also acceptable. NOTE •There should be at least a little space around the dryer(or any other appliance)to eliminate the transfer of vibration from one appliance to another. If there is enough vibration, it could cause appliances to make noise or come into contact, causing paint damage and further increasing noise. INSTALLATION 13 Installation Spacing for Recessed Area or Closet, with Stacked Washer and Dryer y m �r G) Bm (n (310 txi�) P6 O do77 V (t968 mm) p 24 in?' O t55 - (76 (25 mm) (140 mm) (25 mm) (686 mm) (25 mm) * Required spacing ** For side or bottom venting, 2-inch (5.1 cm)of spacing is allowed. Installation Spacing for Cabinet For cabinet installation with a door, minimum ventilation openings in the top of the cabinet are required. * Required spacing 7 7. ,,� (178 mm) (178MM) 11 (229 mm) .A. IF O 0• � 0 -►I Imo- �I 1= ♦<- 5"* 31-301/8" 1"- 1" 27- 1. m)(68(127 mm)(761.765mm)(25 mm) (25 m6 mm)(25 mm) 14 INSTALLATION Leveling the Dryer 2 Use an adjustable wrench to turn the leveling feet. Unscrew the legs to raise the dryer or screw in the legs to lower it.Adjust the leveling NOTE feet until the dryer is level from side to side and *Adjust the leveling feet only as far as necessary front to back. Make sure that all four leveling feet to level the dryer. Extending the leveling feet more are in firm contact with the floor. than necessary may cause the dryer to vibrate. •To ensure that the dryer provides optimal drying performance, it must be level. To minimize vibration, noise, and unwanted movement, the floor must be a perfectly level, solid surface. t � 1 Position the dryer in the final location. Place a level across the top of the dryer. ® Level Leveling Feet •All four leveling feet must rest solidly on the floor. Gently push on the top corners of the dryer to make sure that the dryer does not rock from corner to corner. NOTE •If you are installing the dryer on the optional pedestal, you must use the leveling feet on the pedestal to level the dryer.The dryer leveling feet should be fully retracted. INSTALLATION 15 Reversing the Door 2 While supporting the door, remove the 2 screws on the door hinge. Remove the door. Tools Required •Phillips screwdriver m •Large flat blade screwdriver(recommended for hinge screws if they are tight or your Phillips screwdriver is worn) _ •Small flat blade screwdriver(for lifting out parts) Q WARNING 3 Turn the door upside down and line up the holes To reduce the risk of damage to the dryer, in the hinge with the holes on the opposite side property damage or personal injury, follow of the cabinet. Reinstall the door with the screws basic precautions, including the following: removed in step 2. •Support the door with a stool or box that fits under the door, or have an assistant support the weight of the door. .Avoid dropping the door. •Unplug the dryer or turn off power at the main circuit breaker before beginning door reversal. •Always reverse the door BEFORE stacking the dryer on top of the washer. Door Reversal Instructions Q WARNING The instructions here are for changing the door swing .Be sure to support the weight of the door before from a right to a left side hinge. If the door has been installing the hinge screws. reversed, and it is necessary to change it back, use care when following these instructions. Some of 4 Install the two decorative screws, the latch, the illustrations and the left/right references will be and two latch screws removed in step 1 on the reversed, and you will need to read the instructions opposite side from which they were removed. carefully. QWARNING •Be sure to support the weight of the door before removing the hinge screws. ))ISO Open the door and remove the two decorative screws, two latch screws, and the latch on the catch side with a screwdriver. Save these for step 4. 5 Check that the door closes properly. o®a o 16 INSTALLATION Installing the Side Vent Kit 3 Preassemble a 4-inch (10.2 cm)elbow to the next 4-inch (10.2 cm)duct section, and secure all joints with duct tape. Be sure that the male Q WARNING end of the elbow faces AWAY from the dryer. Insert the elbow/duct assembly through the side opening and press it onto the adapter duct. To reduce the risk of serious injury, death or Secure it in place with duct tape. Be sure that property damage, follow basic precautions, the male end of the duct protrudes 1.5 inches including the following: (3.8 cm)to connect the remaining ductwork. •Use long-sleeved gloves and safety glasses. Attach the cover plate to the back of the dryer with the included screw. •Use a heavy metal vent. •Do not use plastic or thin foil ducts. •Clean old ducts before installing this dryer. Your new dryer is configured to vent to the rear. It can also vent to the bottom or side(right-side venting is Cover Plate ' not available on gas models). An adapter kit, part number 383EEL9001 B, may be Elbow purchased from your LG retailer.This kit contains �vz'(sa mm) duct components necessary to change the dryer vent location. Remove the rear exhaust duct retaining screw. Pull out the exhaust duct. Option 2: Bottom Venting Retaining Screw 2 Press the adapter duct onto the blower housing and secure it to the base of the dryer as shown. P Adapter Duct.- Rear Exhaust Duct 0 ---------- Option 1: Side Venting Bracket 2 Press the tabs on the knockout and carefully remove the knockout for the desired vent opening (right-side venting is not available on 3 Insert the 4-inch (10.2 cm)elbow through the gas models). Press the adapter duct onto the rear opening and press it onto the adapter duct. blower housing and secure to the base of the Be sure that the male end of the elbow faces dryer as shown. down through the hole in the bottom of the dryer. Secure it in place with duct tape.Attach the cover plate to the back of the dryer with the Adapter.Duct included screw. Bracket Knockout Cover Plate O Elbow INSTALLATION 17 Stacking the Dryer To ensure safe and secure installation, please observe the following instructions. Stacking Kit Installation Make sure the surface of the washer is clean This stacking kit includes: 1 and dry. Remove paper backing from the tape z *Two (2)side rails on one of the stacking kit side brackets. GG) •One(1)front rail •Four(4)screws 2 Fit the side bracket to the side of the washer top Tools Needed for Installation: as shown in the below illustration. Firmly press the adhesive area of the bracket to the washer •Phillips screwdriver surface. Secure the side bracket to the washer with a screw on the back side of the bracket. Repeat steps 1 and 2 to attach the other side bracket. Q WARNING To reduce the risk of electrical shock,fire, explosion, property damage, serious injury or death,follow basic precautions, including the following: 3 Place the dryer on top of the washer, fitting the •The weight of the dryer and the height of dryer feet into the side brackets as illustrated. installation make this stacking procedure too Avoid finger injuries; do not allow fingers to be risky for one person.Two or more people are pinched between the washer and dryer. required when installing the stacking kit. Slowly slide the dryer toward the back of the •Do not use the stacking kit with a gas dryer in washer until the side bracket stoppers catch the potentially unstable conditions such as a mobile dryer feet. home. 0 I l •Place the washer on a solid, stable, level f floor capable of supporting the weight of both appliances. •Do not stack the washer on top of the dryer. a=a1 •If appliances are already installed, disconnect them from all power, water, or gas lines and from draining or venting connections. 4 Insert the front rail between the bottom of the dryer and the top of the washer. Push the front rail toward the back of the washer until it comes in contact with the side rail stoppers. Install the two remaining screws to secure the front rail to the side rails. i • 18 INSTALLATION Venting the Dryer Q WARNING Q WARNING •Ductwork is not provided with the dryer. You should obtain the necessary ductwork locally. The vent hood should have hinged dampers to To reduce the risk of fire or explosion, electric prevent backdraft when the dryer is not in use. shock, property damage, injury to persons or death when using this appliance,follow basic •The total length of flexible metal duct must not safety precautions, including the following: exceed 8 ft. (2.4 m). •Do not crush or collapse ductwork. •Do not allow ductwork to rest on or contact sharp Ductwork objects. - � Maximum •If connecting to existing ductwork, make sure it is Number length of 4-inch suitable and clean before installing the dryer. Wall Cap Type of 90'Elbows diameter rigid •Venting must conform to local building codes. metal duct •Gas dryers MUST exhaust to the outdoors. Recommended 0 65 ft.(19.8 m) •Use only 4-inch (10.2 cm) rigid, semi-rigid or ® 1 55 ft.(16.8 m) flexible metal ductwork inside the dryer cabinet 2 47 ft.(14.3 m) and for venting outside. to •To reduce the risk of fire, combustion, or 3 36 ft.(11.0 m) accumulation of combustible gases, DO NOT exhaust dryer air into an enclosed and 4 28 ft.(8.5 m) unventilated area, such as an attic,wall, ceiling, crawl space, chimney, gas vent, or concealed a:4"(10.2 cm) space of a building. Use only for short 0 55 ft.(16.8 m) •To reduce the risk of fire, DO NOT exhaust the run installations dryer with plastic or thin foil ducting. 1 47 ft.(14.3 m) *The exhaust duct must be 4-inch (10.2 cm)inCP 2 41 ft.(12.5 m) diameter with no obstructions.The exhaust duct 3 30 ft.(9.1 m) should be kept as short as possible. Make sure to clean any old ducts before installing your new b: 2.5"(6.35 cm) 4 22 ft.(6.7 m) dryer. •Rigid, semi-rigid or flexible metal ducting is recommended for use between the dryer and NOTE the wall.All non-rigid metal transition duct must •Deduct 6 ft. (1.8 m)for each additional elbow. Do be UL-listed. Use of other materials for transition not use more than four 90' elbows. duct could affect drying time. •In Canada, only those foil-type flexible ducts, if any, •DO NOT use sheet metal screws or other specifically identified for use with the appliance by fasteners which extend into the duct that could the manufacturer should be used. In the United catch lint and reduce the efficiency of the States, only those foil-type flexible ducts, if any, exhaust system. Secure all joints with duct tape. specifically identified for use with the appliance by •Do not exceed the recommended duct length the manufacturer and that comply with the Outline limitations noted in the chart. Failure to follow for Clothes Dryer Transition Duct, Subject 2158A, these instructions may result in extended drying should be used. times,fire or death. �tchester R [ C EOVE } oti�corn AUG 13 2021 VILLAGE OF RYE BROOK George Latimer BUILDING DEPARTMENT County Executive Sherlita:miler,Dill Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13326-21-DCDA Application for Backflow Prevention Device Kingfield Development 2 Jasmine Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf .. NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlowna.westchestergov.com . Respectfully, Q* Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager—Suez Water Michael Izzo, Bldg. Jnsp. — Ryq Brook.,/ File .. ) RECYCLE Department of Health 25 Moore Avenue Mount Kisco,NY 10519 Telephone: (91 1)86 1-7296 Fax: (91-1)813-1G91 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. I 13326-21-DCDA Facility: Kingfield Development City, Village, Town: County: 2 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. B. THAT a cel llfieU back,flow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the Jtate 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: AN% DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner NEW YORK STATE DEPARTMENT OF HEALTH Bureau of Public Waterolpoly PrDrectionReport on Teat and Maintenance Empire SteEs Plaza-Corning 7ovier Roo R..m r*id E Albany,NV 12nn of Backflowr Prevention Device Please use a separate form for each device. For the year Initial test-�omDiera enfire Form —) Annual rest-Compl9ta Part 4 only PaWtc tYaEar Swpty lxount vo. Courtly Block Lot cS��CG i Wati-�c:ko.J1a� v, rr'' Lxation of Device �1 Facility Name_S�rr�4 71 P�. swat air rip Device Manufacturer Type 0 Rn Afodel7 Size(in inches) Serial Number Information (ins DCV )�!_ `• C �i Check Valve Na•I Cbsek Valle Mo.2c Dif mntiat Preasum Relief Line Pressure b� 1M1 Vince Test Leaked Leaked o Date Opened 3t psid before Closed tight _C,baeSl�ghk-Q-- Q S ` s repair Pressure drop across first check valve �(fU M D Y psid fHsCrdis lepub and Repaired by Name noterlats umd Licit CIA �Lla a�lA Date repaired: m M 0 Y Final fast Closed tight © Closed tight Opened at psid Date te 1 1 Q a 1-1 Pressure drop across first a S N li M D Y check valve�•a psid Water Meter Number Meter Reading Type of Service;(check one) 9 Domesti 9 ti 9 Other Remarks(Describe deficiencise;bypasses,outlets before the device,connections between the device and point otantry."lasing or inadequate airpaos,etc-) Cerd6cauen:This dovkm ® meets, 0 coos NOT meet,the requirements of d table ntairtm evice at the time of testing I hereby certify the foregoing data to be correct Pnnt Narne Cortified Tostor No. SIS N a EVWVVW Dave Property owners{or was agent)certification that test was rmed: Prim Name Title Telephone Certification that installation is in accordance with the approved plans. fre be epnpi*W by the design engineer or architect or water suPWler.) I hereby certify that this installation is in accordance with the approved plans. Name Russell Palucci Title Engineer Data b I nYs DOH Log p License Number 78721-1 Phone(845 )337-6040 m d y ��� s -aN Representing rime Solutions, LLC C;onsulting Engineers Describe minor inclallation changes Address 140 Princeton Drive city Shelton State CT M 8ign©ture i DD L� � %/ IE -N ' sano one eomp.ateo copy to Lie cleaiignsted romth dtaparimeril raproso ntat'vo anc ono wiry to tna Gaye or the'rip" let Notdy ownor and watm suppgor lmm oral edtataty if device falls:o;i l ropasrs cannot�mmodwlot 9 3(9At) AUG 3 0 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT Envelope Leaka a Test R E C E NE D Testing Company: Technician: AUG 3 0 2022 Name: ProChek Name: Frank laconett VILLAGE OF RYE BROOK Address: 100 Mill Plain Rd Credentials: BPI BUILDING DEPARTMENT Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 3966-1 Jasmine Ln Rye Brook NY Name: Address: 2 Jasmine Ln Address: 2 Jasmine Ln Rye Brook, NY Rye Brook, NY Geo-Tag Data: Latitude.- Longitude: Timestamp: Measured Leakage: 2.27 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 3966-2 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,225.4 (+/- 1.8%) Effective Leakage Area: 70.0 in Building Volume: 32,436.0 ft3 Enclosure Surface Area: 3,447.0 f12 Coefficient (C): 102.2 (+/- 13.3%) Exponent (n): 0.635 (+/- 0.037) Correlation Coefficient: 0.99833 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 68 °F Post Indoor Temp: 68 °F Pre Outdoor Temp: 78 °F Post Outdoor Temp: 76 °F Altitude: 100.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-08-11 09:13:41 2000 • Depressurize — c w 1800 ` 700 a 600 a 500 100 00 300 200 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg_(Pa). Adj Bldg_(Pa), Fan (Pa), Flow (cfm). Config Baseline 0.6 -60.0 -58.9 -59.5 -52.9 1,315.6 Ring A -54.0 -52.5 -53.2 -47.9 1,254.1 Ring A -48.0 -47.2 -47.9 -42.7 1,185.3 Ring A -42.0 -41.1 -41.8 -35.9 1,089.9 Ring A -36.0 -36.1 -36.7 -30.5 1,005.6 Ring A -30.0 -28.2 -28.8 -211.4 861.0 Ring B -24.0 -24.6 -25.3 -174.8 783.7 Ring B -18.0 -18.3 -19.0 -116.7 641 .4 Ring B Baseline 0.8 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: SBL: L — t ,Ll G Zone: Use: Const.Type: Other: Submittal Date: 11 Z Revisions Submittal Dates: Applicant: S•G• —TZ-, r t QQ Nature of Work: V (�.A - W �-►►,, Reviews:ZBA: J AN 1 1 2021 pg. BOT• Other. K FEES:Filing. 7S > BP: l `L—3�, b , ( ) (_,�'APP: Dated. _,/ Notarized: -" SBL: ✓ Truss Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan: Other. ( ) ( ) ,SURVEY:Dated: Current: Archival: Sealed: Unacceptable: ( ) LANS:Date Stamped Sealed: ✓ Copies: ZElectronic: Other. (v� 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. (,.Y ( ) PLUMBING Plans: Permit: Nat.Gs LP Gas: N/A/: Other. (, (,/FIRE SUPPRESSION:Plans: f Permit: ✓ N/A: Other. (� ( ) H V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. (•�' ( ) 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: REQUIRED EXLSTING PROPOSED NOTES APPROVED Area: Hate JAN 1 1 2021 Cirde• Frontage Front: Front: Sides Rear. Main Cov Accs.Cov Ft.H Sb: S .H Sb: S,FA: Tot,in: ELim—p: Paz am Stories notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: 7i �A&v`ti t t-A T:7 Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction SQ.Ft. • New Construction Cost • Building Permit Fee Basement= -7�'t 2 sq.ft. x $65.00 = $ S( . '-l:y0. x$I5.001$I,000.00= $ `7'7Z Z--D " I,Fl. = sq.ft. x $22S.00 = $ k 12 S. -x$I5.00/$I,000.00 = $ Z ?mot . —4,9 2nd Fl. = sq.ft. x $225.00 = $ Z 2 s, z Zs-. X$I5.00/$I,000.00= $ 3 3 7-3.33 Attic= sq. ft. x $225.00 = $ x$I S.00/$I,000.00 = $ + Total Sq.Ft. = 3`! sq.ft. Total Cost = $ 7 (9 2 c9 3.D. Total B.P.Fee= $ l y�7 O•`{ E' °Includes Attached Garage if Applicable. Total Amount Paid = $ Total Amount Due= $ 1-1 Ole(. JAN 1 1 2021 Date: Signed: � This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. Notice of Utilization of Truss Type, Pre-Engineered Wood, or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: &IAti Sf1w1,is CUe_DT5ti�i 1t5Ihr A"H tn2GTl� ak' - r t� Subject PrODertv: p�.JQSYYIIty, SBL: one: ___E,1O Please take notice that the subject; 33 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; Pf Truss Type Construction (TT) E�Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders & Beams (F) ❑ Roof Framing (R) &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, I and NYCRR§1265 for One&Two Family D llings. Date De. Prof nal ;C-�Z�Z �. Datc ope caner Datc ary Public (7) TRISHA MARTINEffWYORK NOTARY PUBLIC-STATE OF N No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 CERTIFICATE OF LIABILITY INSURANCE DATE(MM1 Y) ACORO'° ��- oTroer2020ozo 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. It SUBROGATION IS WAIVED.subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT 0) Aon Risk Services Northeast, Inc. NAME PHONE Boston MA Office ac.No En (666) 283-7122 ): (AIC No): (900) 363-0105 CD53 state Street EMAIL - 2 suite 2201 ADDRESS: 0 Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIL 0 INSURED INSURER A: Navigators Insurance Co 42307 SC Rye Brook Partners, LLC INSURER 0: Guideone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity IL 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 T LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM DO YYYY MM DD Y LIMITS X COMMERCIAL GENERAL LIABILITY U99000069 Ub/JU/2UZU Ll/Ul/2021 EACHOCCURRENCE $5,000,000 $100,000 PREMISES Es oo rrence MED EXP(Any one person) EXCI tided PERSONAL 8 ADV INJURY S5,000.006 ,Qt GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE 55,000,000 PRO_POLICY X JECT LOC PRODUCTS-COMP/OPAGG $5,000,000 co OTHER g n AUTOMOa1LE LWORM COMBINED SINGLE LIMIT n ANY AUTO BODILY INJURY(Per person 1 Z OWNED SCHEDULEDAUT BODILY INJURY(Per student) d/ AUTOS PROPERTY DAMAGE m NIRED AUTOSTOS NON-OWNED ONLY At nOS ONLY (Per ardent) O UMBRELLA LIAB R 1000SM7M / 0 1110112021 EACH OCCURRENCE U x EXCESS LLU CLAIMS-MADE AGGREGATE S51000.000 DED RETENTION WORKERS COMPENSATION AND PER STATUTE I IOTH. EMPLOYERS'LIABILITY Y/N rrE;v PPCPPIFTOR PARTNER EXECUTIVE E.L.EACH ACCIDENT n".E_4FVBF.R EXCLUDED, yss, N/A n (mandatory oesory in NMI E.L.DISEASE-EA EMPLOYEE albe under DESCRIPTION OF OPERATIONS below E L.DISEASE POLICY LMR DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Additional Remarks Schedule,may oe anac I•ec rt more space Is redulrsd) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. village Of Rye Brook AUTHORIZED REPRESENTATIVE 938 King street =r Rye Brook NY 10573 USA tXLOfi a�'IGIArfG cJ6'.�LtiC1Cd c./1�GfA�.74 ✓/JKL �' (c)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 Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business A plying For: (Legal Entity Name and Address): Building�ermit SC Rye Brook Partners,LLC 1100 King St Ste 114 From:The Village of Rye Brook NY Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that 1 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 fomtis approved by the Chair of the Workers'Compensation Board to the government entity listed above. XZll Signature: _ � Date: - 1 Z '77" . / o D MOBve d Eztl'mPt[o�C ,fe Numbera n t o n 20 ' :NYS Work also-Boiitrd. CE-200 01 no 18 '4� CERTIFICATE OF LIABILITY INSURANCE ��IM� ' 04/1312020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT FEDERATED MUTUAL INSURANCE COMPANY NAME, HOME OFFICE: P.O.BOX 328 A CNE.No Ext):888-333-4949 FCLIENI CONTACT CENTER n/c No):507-446-4664 OWATONNA, MN 55060 ADDRIESS,CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE "IC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-M ADE OCCUR PA i (Ell.E RENTED ence $100,000 MED EXP(Any one parson) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL a ADV INJURY $1,000,000 FX0 R P 'L AGGR E LIMITO- APPLIES PER: GENERAL AGGREGATE $2,000,000 POLICY JECT ❑LOC PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 a c iden X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED B AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident) NON-OWNED HIRED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE ci n X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED I RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ER X PER STATUTE OTH- ANY PROPRIETORIPARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICER/MEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 11 yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 D DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK,NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4� O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD PORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name 8 Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL MIDDLETOWN.CT 06457-1501 1c NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to ld Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 04.3814418 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b. Policy Number of Entity Listed in Box"1 a" 6042338 3c Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included (Only check box if all partners/officers included) 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"la"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: IQ_� 0411312020 (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 AC R" TE(MM/DDrYYYY) CERTIFICATE OF LIABILITY INSURANCE [2172022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME OTT AGENCY HONE E t (845) 895-8873 PO Box 659 Ac "° Wallkill, NY 12589 ADDREssottins200l@yahoo.com INSURER(S) AFFORDING COVERAGE NAICN INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER 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 POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/VYYY LIMITS X COMMERCIAL GENERAL LIABILITY � I EACH OCCURRENCE S 1 000 000 CLAIMS-MADE I X:1 OCCUR PREMISES Ea occurrence $ 500 000 A X X MPU7919F 1/21/2022 1/21/2023 MID EXP(Any one person) $ 10 0 0 0PERSONAL B ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE S 2,000,000 POLICY E PRO- JECT LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER $ AUTOMOBILE LIABILITY Ea accident S 1,000,000 ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED B1U7919F 1/21/2022 1/21/2023 B AUTOS ONLY X AUTOS BODILY INJURY(Per accident) S HIRED NON-OWNED x AUTOS ONLY x AUTOS ONLY PROPERTY DAMA Per accident $ $ X UMBRELLA LIAR X OCCUR B EXCESS LIAB CUU7 919F 1/21/2022 1/21/2023 EACH OCCURRENCE S 5,000,000 . CLAIMS-MADE AGGREGATE $ 5,000 ,000 DED RETENTIONS WORKERS COMPENSATION S AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE YIN WCU7919F 1/21/2022 1/21/202-1 B OFFICER/MEMBER EXCLUDED? ❑ NIA EL EACH ACCIDENT S 1,000 ,0 (f yes torydes ri NH)eu E L DISEASE-EA EMPLOYE $ 1,000,000 If yes describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT S 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 1C1 Additional Remarks Schedule may be aaached A more space Is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE ©1988-2015 ACORD CORPORATION All rights reserved. ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD YORK I Workers' CERTIFICATE OF ---. 1s ; 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 Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 3b. Policy Number of Entity Listed in Box"1a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period ntm/,)n92 to nvzv?ros 3d.The Proprietor, Partners or Executive Officers are included.(Only check box if all partners/officers included) Q all excluded or certain partners/officers excluded, This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print namg,of authorged representative or licensed agent of insurance carrier) Approved by: ,(/✓�- c�(XY `I "1 (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 9W VV FILE copy INTERNATIONAL DRIVE RYE BROOK, NEW YORK ER UILT/FIN SIC RYE BROOK PARTNERS, LLC QUIREpAL SURVEYV PRIOR To AL INSPECTION 5 International Drive, Suite 114 onr Rye Brook, NY 10573 NYS Uniform Fire Prevention Uniform Building Code: 2020 Building Code of New York State 2020 Residential Code of New York State 2020 Fire Code of New York State i 2020 Energy Conservation Code of New York State j p k ~\ 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 U II 2017 ICC 117.1 Accessible & Usable Building and Facilities IL Project Criteria: Use Group: R-2 2 JASMINE LANE 4 JASMINE LANE 6 JASMINE LANE Construction Type: 5B Area: 10,274 sq.ft. Volume: 90,141 cu.ft. FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING(MUST BE POSTED 00 �—' 7 Thurston Avenue Structural Consultant WITH A PERMANENT CONSTRUCTION PERMIT# Newport, RI 02840 Camera/O'neill Engineers TYPE IDENTIFICATION SIGN; S13L# t7% ' . s - L - I 1-I ilillilljll CordtsenDesign.com 117 Black Point Lane 401.619.4689 Portsmouth, RI 02871 DATE APPRO JAN 1 y FR MEPAP Consultant PRIOR TO THE ISSUANCE OF A C/O R.W. Sullivan Engineering Aq R��i 11 rn v ry CTnrr I alai __ _ _ _ _ DEC " 2 qn?oR B' '�' "-�`VV• �UtLD1NG tP SF'CLRg VH' a of R e Brook,IVY 529 Main Street#203 9 y C O R D T S E N Boston, MA 02129 VILLAGE OF11 RYE BROOK DESIGN BI,�I�.C�IIVG DE ARCHITECTURE BROOK FL1 313.17 G 312.42 G311.25 G311.83 FLl 307.67 G 306.92 52 55 FL 297.17 FL1 301.67 G 300.92 G 305.75 G 306.33 54 53 C 1 FL1 2 FL 1 294.67 G 296.42 G 29975 G 300.33 57 C2 A SIGNAGE: FL1291.67 W/o G 293.33 . 58 57 56 C 1 23 25 XI- SALES OFFICE t /q � X2-SALES PARKING- W/O G 291.92 61 60 59 C 1 C2 19 2 X3-SALES PARKING-> G 290.92 62 A 17 CLUSTER w X4-SALES PARKING,- 63 DR C2 1 s X5-SALES PARK ING t 64 g R 1 I 13 TER X Z Z W �o E co X6-DO NOT ENTER 9 CLUS N C�? act o °u,Q X7-DO NOT ENTER BR ,,, c D L 5 7 CLUSTER f c W U 1 3 A CLUSTERZ HONEYSUCKLE iA E - YL 33 00~ OQ m� O CLUSTER A F19 FL1 313.17 U = z y a N CC CLUSTER BB A 17 Z R 32 G 312.42 Z o CLUSTER 50 FL1305.67 Z Q gate to be nc f 15 p L G 304.92 locked at all hoinli k fe D n times 22 N, A y 1S ZL 31 FL1312.17 I FLl 294.67 m G 311.42 chainlink 18' S1 g R � c 13 n gate 0 27 79 G 293.33 R D � YR 30 C. 20 c N BL F 1 5.67 A m FL 293.67 80 g R A 3 .92 13 49 G 305.92 0 t W/p r C2 Z y 1 ZL 29 FL1311.17 20 G 292.92 46 M 9 Z R 28 G 310.42 70 48 FL1306.67 D G 25 81 G 294.33 305.92 C l n 0 N 1 1 /�O G 305.92 C2 r N m > �' m Z c 7 YL 27 FL1310.17 FL 1 294.67 D R > 18 m -' �^ W/O 18 0 0 n 82 FL 1 295.67 1 306.67 A r G 305.92 ,` G 309.42 G 293.92 84 c 23 A G 294.33 305.92 45 `�' y C l 47 5 Z R 26 m Z 9 n n N m Z 305.92 C 2 16 25 FL1 309.17 r G 294.92 3, 0 44 n FL 1 295.67 D R p D C l 83 r 3 G 308.42 z W/p 86 16 p Z 21 7 43 G 304.a2 �, I YR 24 O G 294.92 O r^ p C2 mo N 14 note: w n FL1 296.67 40 42 FLl 305.17 maintain entire length of N, n 19 tD O C 1 O G 304.42 international drive free m c G 295.92 n 5 A FL 296.17 gL 7 BL 85 304.92 r c from dirt&debris at all 04 W/O 87 14 A m times // \A 00" Z 0 G 295.42 °o A 12 70 G 303.83 Ge, `ate e 1 305.67 O p C l O c e+ ��� Q 0 CT 304.33 39 41 note: o ��c o J c 3 NO TRESPASSING ec ��o� o0c N `^ 88 G 297.42 C1 signs on all gates `ob two` 1� L1J 91 m C2 ® li , c o NOTE: FL1 297.67 DR '�° 7 10 4 FF 306.50 ey0 r 5`ao � \` FOP.DIAGRAMMATIC PURPOSES ~ op W/O 12 C2 04.33 38 sales Cif /o cS ONLY. REFER A CIVIL G 296.92 FL1 298.17 parking F c.° DRAWINGS FOR ALL RELATED i n 89 G 297.42 SITE WORK. Q 15 A /Gs� A directional � Q A const.sign LEGEND: � FL 1 298.17 BL c ;° G 297.42 O 8 1 A- "A"UNIT I- 0 W/O 92 10 c C 1 O 37 BL Xl BR-"B RIGHT"UNIT U G 297.42 90 FL 303.67 O BL-"B LEFT"UNIT LU +- 1 C� 13 G 2.92 CI- "C"UNIT.MASTER UP F_ 0 0 S .o C2-"C"UNIT.MASTER DOWN Z = Z Z DR-"D RIGHT"UNIT � / 94 G 296.42 6 �2 DL-"D LEFT"UNIT �_ V 5 Q. C` F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT w 93 DR 8 a% & C 1 <Gs YL-"Y LEFT"UNIT U Q Q FL 298.17 11 C2 /�� loco 36 rF� O FLl 303.17 ZR-"Z RIGHT"UNIT LU �U 0 W/p FLl 297.17 co 4 O ZL-"Z LEFT"UNIT G 297.42 95 G 296.42 Coco 301.42 A +stop sign C 1 G 302.42 W/O-WALKOUT 6 O 27 O O97 O� ls� A G 295.83 FL1 302.17 35 C2 2 +stop sign flag man+ ^2 G 302.42 C l G G 300.83 4 /`� G 296.42 A 4 �� �iy C 1 34 @ L"�O C(G 25 C 1 O 96 FG 301292 A s 7 G 300.83 1 F srF1 O FL 1 297.17 98 �' G 293.42 ® C<Gsl < 3 =_ G 295. C 2 2 100 +stop si C 1 �lp6 tiF F L l 294.17 4 '6 -�- y 5 C2 G 293.42 @ A 21 BL O99 Z 101 G 302.42 5 C�Gf G 300.92 ? W OG 295.83 3 A G 292.83 FL 1 303.17 C2 4 tF�C 1 1 _ x E C� /-� G 302.42 4 C 1 FL1 301.67 _X Q <G�l C 1 102 0� O 12 G 300.92 - 0 16'x50' ���� c�`ec G 302.42 C 1 �lG`�rF� 12 anti-tracking 1 �c`� VJ G 289.42 pad �. �o 8O A G 300.33 - Z c' 10 �G w 103 cGe G 301.92 A O C 1 0 F- Q 0 FL 1y2900.17 �, gate �S�\ G 289.83 Aos/$roil/en O F C 1 pit` FL1 302.67 8 e �/' 7� G 289.42 8 cr 78 FL 1 291.17 G 301.33 C 2 = ^v`` O G 288.83 104 A G 289.83 10 ? W m gate for construction C 1 14 G 298.42 6 entrance&exit to be 77 G 289.83 W FL 1 288.67 1 OS titi I S - unlocked&open during G 287092 C 2 5��� construction activity only. A FL 1 291.67 C 1 FL 1 299.17 & at all other times this gate 13 76 G 290.92 ._ G 298.42 109 c a must be closed&locked C 1 15 = �Gsl O72 � A D L 1 1 g L G 291.83 03 G�� G 297.83 FL 293.17 Q �� J 2 Gp 7 70 G 291.83 �� C 1 O � PP 9 70 G 292.42 FL1 294.67 �JS $�P C 2 blacktop C( C 1 69 G 293.92 ono x 5 106 �STF�'ii 7 A O 66 lavender lane to O G 297.83 J� A 107 G 289.42 p R�M � C 1 be paved 2nd 17 R week of 9/20 3 FL1 290.17 0 S F Cl 3 B R C 2 FLl 299.17 GG C 1 W/O C,/U C q N USTFRG 7 1g G 297.83 L 108 G 289.42 2 STe, F G r A G� G 288.83 C l a C. C1 USrER FE 4 G 298.42 V1, :� DR 7s A a VJrFRtiti '� �� C 1 G1 10 O C 2 6 C(LISTER fF 6 7 OFL1 288 67 G 290.33 CLUSTER DID 21 C 1 Z FL1 299.67 W/O FL1 291.67 73 20 G 298.92 .6 G 287.92 W/O Q D 4 2 G 298.42 G 290.92 G 290.92 D f` DR O A4 DL 71 BR FL1299.17 �, FL1293.67 W/p 22 - W/O 67 65 G 298.42 C2 Z G 292.92 ` FLl 294.67 FLl 295.67 23 W/p G 298.42 G 293.92 W G 294.92 UNIT G2 MD LEFT ,_,. UNIT A UNIT GI MU RIGHT g'-2° G CONSULTING ENGINEERS PROVIDE a INSTALL51MP50N �. -0' -p'� ,�-O,�-0 StrutturalEngineenng-oesgn � 36_,• 202 Clock Tower Square AB"5T BASE a g' g' GONG.FT&.REINF.W/#4 g GONG.FT6.REINF.W/#4 g g Portsmouth,RI01871 .�s X C mere/O'Neill 888 308 7S41 FASTEN TO GO NC.W/5/a DIA. �` �`� BARS 0 12'O.G.E.W.,BOT. % BARS 0 12.O.G.EA,BOT. -�_I Consulting engine.,, EPDXIED THREAC ED ANCHOR ROD(b'EMBED) O O I I O- 1 J - L - _ 13'-SK' 15'-4►5' 10"DIA.REINFORCED pF NEW y SONOTUBE PIER,TYP. 2'- �� 3'-2' 50.1 BELOWMIN.6RADE)• 3'_2• I'-4° 12'-d5' tT� 1�• 12'-3' 50.1 I�• �P n V. 6'-10, 12'-4' 12'-4•_30q1T -o •o -o q�/ v ¢ Z z E '� GONG.FT6.REINF.W/#4 'o'.A .A t ��: ::.' lu to (D O a A .o GONG.FT6.REINF.W/04 .o A rt,l to O ■ ° ` BARS 0 12.O.G.EA,BOT. g g' r-r-: _ _00PROVIDE BLOGKIN6 0 I6'O.G. Q d w > e c1-4 I'-4 ' 6 e BARS 0 12'O.G.E.W.,BOT. 6 6 l - m N PROVIDE d INSTALL gT g � , r � ` ��,^,E; <- BETWEEN FASTEN FIRST(2)WALL �5'-II' I-4 51 N ABU66 STANDOFF b O O O \• C su U C o STUDS AND FASTEN TO LONG. iq-I I COORD.W/ARCHL I d FASTEN TO GONG. I ,- ; I ,- I _•pt.f` oc o tL 0 t o 0 FDN.WALL W/HILTI TYPE X-U q 5' W/5/8"DIA.EPDXIED L -- L -J L L---J �'--.' O - "a C POWDER ACTUATED FASTENERS 5° ANCHOR ROD(6' - - AT 16"O.G.STA66ERED 50.1 EMBEDS 10 DIA.REINFORCED ° 3'-2 10'DIA.REINFORCED V = �m -p [B.O.F_-14'-0°]------- ------- _----- [B.O.F.-14'-0°] 3_2. 50NOTUBE PIER,TYP. 3'_2. SONOTUBE PIER,TYP. 3'-2° , z 6 -- ---------. ------ q (BDY-.MIN.3'-b' (B.O.F.MIN.3'-b'BELOW 11 • BELOW GRADE 6RADE) a -------- -- ------------- --- --------------- - - ----------------- -- [8...- -0°] - _ __ _ _ _ I 4 50.1 (B.O.F. 14' 50.1 2-W --- ----- --- ------ - -- -[-10'-2) L.- ------ ------ I TA.SHELF T.O.SHELF -� - I [-I0'-2'] 7 T.O.WALL ai'-I' I 0 DOOR 1 PROVIDE BLOCKING 0 16'O.G. TA.STEM 50.1 N T.O.STEM I - ___ -7 I GOORD.W/ARCH 1_ tq'-8 °I TA.WALL [-q'-7') 51M - [-10'-2'] o T.O. I = I q q BETWEEN FASTEN FIRST(2J WALL [-10'-2'] O GONG. T.O.WALL I I SIM 50.1 5' 50.I FDN�WALL LTI AND FASTEN TTYPE X-U I! TA.STEM 0 DOOR I 5" POWDER ACTUATED FASTENERS I i 4• FT&5TEP5 - o [-10'-2] I � I ,- [-q'{i') I -- (B.O.F.-14'-0°] ------- - [B.O.F.-14'-0`] AT Ib'O.G.STAGGERED --- _ OI I cod• rr , r -� Y ILL I ---- --- -- ----------- -- --- ------------ mI I I 35°�L. I m PROVIDE#4x48' ._' ------------ -- - --- tz Ilk TA.WALL STEPS I --- ---- ------------------- - - - --- -- -- ---------------------- -- ----------------- -- ------ PROVIDE(4)FULL I T.O.WALL I`" DIASONALREBAR � -------- - - -- - -------- - -- - ------- - - --------r -- I HEIGHT 05 VERT.BARS IrE2 AT RE-ENTRANT T.O.SHELF FT6.5TEP5 I AT WALL STEP Lt -_jL- [ -�4] {' I SLAB CORNERS. I t�i _j 0-D WALL e _ I I I tt3 I •l I J+ T.O.STEM 0 DOOR T.O STEM I Is z i I zo . I T ti [�.�.) [-10'-2-1 [-q'-b•) T.o.WALL 14 Ib'-IOY: 3'-d5' 14'-IU.° T.O.SLAB O I 6.STEPS � 50.1 I� ; ELEV.-q'-b' O I 'v O SIM [-5'-10') I `4 O Z Y = - I to o� I T.O.WALL T.O.SHELF 10"WALL m 4 J o I [-0'-5►'4'] 502 {. I SLAB DETAIL [.SHED -O,I I PROVIDE d IN5TALL 1'5' -- I ly w - I I so.1 ro.sTEM oI • I'-lo'FT5. 'SPRIN6FIELD GAP AND I z O 1 I 3 I BASE PLATES AT ALL PROVIDE(4)FULL TA.WALL STEPS [-q'-6•) I I HE16Hr 05 VERT.BARS O 7 S• I ii I LALLY COLUMNS,TYP. - u I I Doc r r --I3g• �. 10"WALL o l I �J AT WALL STEP > O 4 NORMAL WT.GONG. I - 5 FT6.STEPS w SO.I I I j I r-lo'Fr6. SLAB -ON I } ^ w SEE �'< 50.1 O I E IIf ` PROVIDE a IN5TALL)V GAP AND O z I PROVIDE a I TALL 15' L--J I I BASE PLATES AT ALL H55 ;0 ' - I 'SPRIN6FI 'GAP AND ° ( I'-10' 12'-69Y I COLUMNS,TYP.BASE PLATES O I 3-- 14'-1036 I r- O • BASE AT ALL SHALL BE 5UBMITTED W/STEEL LA-LY ,TYP. I CV 10'WALL I I SHOP DRAWINGS r_ __, TD.BWALL EAM m 12"THICK GONG.FT6. 0 T.O.WALL I I I POCKET !` - REINF.W/#4 BARS 0 z 10°WALL 14• 1'-10'FT6. 1; [-0'-4°) I - 12'O.G.EA,BOT. I Y _ I I I [4414°) Q I'-10'FT6. L - �I COL I r THICKENED SLAB, I I TA.SLAB �,.• I I J CL ��'I�, I I I SEE DETAIL i I ELEV.-q'�' I I [B.O.F.MIN 3'-b' _ I I 5 --- ! BELOW GRADE) Z i 3 i o I I I I I SLAB DETAIL r m Q N 50.1 {' I_O I I TYP I 50.1 18'-O'Y; I b°WALL F- Q � I 1 5LAB DETAIL I I I 3 1 4'NORMAL W.CONC. E I 50.1 D PROVIDE NAL REBAR Q I I 50.1 T.O.WALL I '• ( 5LA5-ON-GRADE. AT RE-ENTRANT I I [-0'-�4) I 1 SEE DETAIL TYP I z 1 • - I I PROVIDE CONT.04 O Z I _• I 4'NORMAL WT.GONG. SLAB CORNERS. � � I � I I I TA.WALL 3 I � L.L_ I ,. SEE DET-6ARIALDE T O.WALL O T.O.WALL I I I O BEAM POCKET I 2,-5Y1 BAR CENTERED AT i- 0 BEAM - 1 TA.WALL { I [-1'-N'4) 50.1 I TOP OF WALL AND '^ I POCKET - I ( CONTINUOUS BEVELED CL o ! [-0'-�4°] I -- I 2x3 SHEAR KEY AT LU -J i I I T.O.WALL 0 BEAM WALL BASE ----- ----- ------- - 20-2 T'-10 I U Q POCKET[4-6 4) I T.O.WALL I w Q PROVIDE d INSTALL BEAM I T.O.WALL - I I I POCKET AND P.T.BEARING PLATE I s'] ___ ____ - - -- -- [B.O.F.-10'-10'] - ---- I I I 0 BEAM I I ' L- -1 1) -1--I- ' TA.WALL POCKET 1 vUi AS REQUIRED TO ACCOMMODATE r - -- - - --- - • I ® 6 T 0 BEAM �-- IJI BEAM.PROTECT UNTREATED I b I I OG 50.1 POCKET I I PROVIDE(4)04 VERT. PROVIDE a INSTALL BEAM - PROVIDE#4x48 I i [-I' 4] SIM [-I'-b►'4] m LUMBER WITH BUILDING FELT I POCKET AND P.T. 50.1 ----- ------ --------- I I [B.O.F.-10'-10`] DIA60MAL REBAR BARS AT PIER BEARIN6PLATETO SIM ( I I -- -- --------------------- AT RE-ENTRANT J - ----� I p ACCOMMODATE BEAM. SIM I .. •. 17 PROTECT UNTREATED - I I I SLAB CORNERS. I LL: LUMBER WITH BUILDING IN THE EVENT OF ARATE I :i I 5 I 10'WALL - ---- ------- -_------_- I I _r --' I Q '. FELTPOURS,PROVIDE t TALL 05 I 50.1 O O j I r - 1 I-10 FTC. I I 10 I m x 30'LONG DOI°EL O 12"O.G. I = IDE a INSTALL T.O.WALL 5 VERT.DRILLED d EP XIED INTO I POCKET AND P.T. PROVIDE a INSTALL I O BEAM I 50.1 I BEAM POCKET AND P.T. POCKET I I r-O I I 1 �1 FDN.W/6"EMBED. i I SLAB DETAIL % I I IN6 PLATE TO BEARING PLATE TO DATE BEAM. -4- 12'THICK GONG.FT6. O I SIM 10'WALL 50.1 .• I I ACCOMMODATE BEAM. •• I I I I Q ! I SLAB DETAIL I SIM T.O.WALL I WITH BUILDIN6 I I •: I I'_?15• I n1 REINF.W/#4 BARS 0 I I TEGT UNTREATED PROTECT UNTREATED ! � i- C 12'O.G.EA,BOT. I LUMBER WITH BUILDING I I " O 2'-5Y.' I I-10'FT6. ! I ®BEAM I { T I i 8 WALL W b p� FELT,TYP. I •. I [B.O F.MIN 3'-b' I I 50.1 4'NORMAL WT.GONG. I SLAB DETAIL /\ ] 1 I I 50.1 [-I'414'] i I I I I'-8'FT BELOW GRADE __► 10'WALL i <: a' 3 ~ SEE DETDET{AT PROVIDE a INSTALL I I 50.1 .j c. 4"NORMAL WT.CONG.� _ BEAM POCKET AND P.T. 71 = 5 I I /\ ` I'-10'FT6. I SLAB-ON-6RADE. - 50� I BEARIN6 PLATE TO T.O.WALL -J -----J 3 SEE DETAIL ►- _ ! %T.O.SLAB ACCOMMODATE BEAM. 1 0 BEAM li 1 4"NORMAL WT.GONG. F- 50.1 6'WALL ( ELEV.-1--0-0 Q I SLAB-0ON-GRADE. ! 10'WALL = n l ! PROTECT UNTREATED I O POCKET ,I• t7i SIM •_ p ? 6ARA6E DOORS LUMBER WITH BUILDING [-I'�4] m SEE DETAIL g ,. I PROVIDE(4)#4 VERT. Z in T.O.SLAB FELT 4 I I BARS AT PIER 1 ic•• T.O.WALL IV ELEV.4-0"0 6ARA6E DOORS O! I ►- LL I'-10'FT6. I w ^^`` • - I 50.2 W I m o_ T.O.WALL p T.O.SLAB I tD - u I [-O'-5►'4'] I I m TA.WALL I ELEV.-1'-0"0 6ARAISE DOORS v ! I 5 0 L-- a IN THE EVENT OF SEPARATE I [-0'_5y4� I d { I 1 I I IN EVENT OF SEPARATE 1 50.1 PROVIDE INT.#4 BAR T.O.WALL tD I POURS,PROVIDE d INSTALL� P PROVIDE d INSTALL#5 ENTERED AT T OF WALL I [-0'-5►'4� T.O.WALL x 30'LONG DOWELS 0 12'O G. I I L -�4 i x 'LONG DOWELS 0 12'O.G. I O A ND CONTINUOUS 2x3 I � VERT.DRILLED a EPDXIED INTO �--- ----� DRILLED a EPDXIED INTO SHE KEY AT WALL BASE IN THE EVENT OF SEPARATE T.O.WALL FDN.W/6'EMBED. I O 4- I POURS PROVIDE a INSTALL 05 tll I r' W/6'EMBED. IN THE EVENT OF SEPARATE I ^^`` [-0'-�4 POURS,PROVIDE d INSTALL 05 1 W x 30"LO%DOWELS @ 12'O.C. I ri -------- I U 5 VERT.DRILLED d EPDXIED INTO $ T.O.WALL x 30'LONG DOWELS 0 12'O.G. I 10 WALL I r il � I I 6'WALL I tp VERT.vRILL®a EPDXIED 1Nro v SO.I FDN.W/b'EMBED. T.O.WALL '� 50.1 ®� 3 FDN.W/b'EMBED. I 1'-10'FT6. *• O O TA.WALL T.O.WALL J L ----- -------- --- -------------- J I JI I T.O.WALL TA.WALL T.O.WALL I I O 4' 1 O I [-0'-5►'4 l O DOOR r -- - - -- I �i lL' [-0'-5►4°) 4------------- 0 DOOR ao [-0'-5►'4 I Q ID L---- --- -1 -------- ---- ----- r Q [B.O.F.-4'-6'] --- ---- - -� I ------ ----- - ------ - ! 1LL I m� -------------- --------- -- - -------- 1'. I N 4 I ' L--�_ _ rat,l. --------- - ---------- - --- ---------- Im T. -4 ----- -• I T.O.WALL yl ----------- - ------ m I L-------- - -J I O x [B.O.F. - - ---- -- - ^.,.,... --- IDE(4)04VERT. I L---- --J I 8 L T.O.WALL m I L---- --------J BARS AT PIER I I r I 50.1 m tl'-IOK' [-1,-4,] Q -� `P I i1 4 Irt I 50.1 ' wit _ ±16-3'GOORD.W/ARGHI_ 8'-0° 10 I 50.1 I jJ T.O.WALLI I -i'-BaFFG- -- ---- -------- --------- 1 51M 8 10 i [-1'-4'] I 8'WALL tl'-IOK° �16'-3' dl'-1014' S0.1 50.1 I L-- -- -- - --�j 6 GOORD.W/ARGHL I tl'-IO>5' COORD.W/ARCH'L t4'-4K' ----------� 50.1 I I 8-2' FOUNDATION PLAN-CLUSTER I-WALK OUT BASEMENT FOOTING SCHEDULE A ■ FOOTING FOOTING SCALE:I/4=1-0 ID TAG SIZE REINFORCING FOUNDATION PLAN NOTES: " • ■ F 2'-0 x2-0 xl2 THICK (3)#4 E.W.BOT. O.G. NOTE I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' P2 5 2'-6"x2'-6"xl2"THICK (4)#4 E 1^l.BOT. t 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES, F3 3'-O'x3'-O"12"THICK (4)#4 EA.BOT. REFER TO INDIVIDUAL BU I LD I NCB PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR F4 4'-O"x4'-0°xl2`THICK (5)#5 EA.BOT. >< DRAW I NC�S FOR DETA I L5 AND 60 TO CONSTRUCTION. = 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, I 1�'THICK'SPRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS, ADO'L INFORMATION 4. SEE 6GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION a SPECIFICATIONS AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNIGAL,MECHANICAL,ARGHITEGTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO GONSTRUGTION. - 3F 4< 101 %Moe Z Z W 0 0 E O ul 0� 02-0 �WN� > co 56_7 56 57-ay2 5'-6" to U c.: d o I IY 0 c) oQ U x t 3 u Z 0 u t 1 I J L I O I � � I ,T.O.SUBFLOOR 1 g CCCC C ► �� C� C g CCaC T.O SUBFLOORo — i. ----------------------------•-----------2 ---------- --------------- ---------------- ----------- � I , ------ 000 0 T.O.SUBFLOOR --- — —--- - - -- -- - -- — — - — -- —---——— --- I T.0 SUB ----—---—-------------— I---I I I -- —--- ---— ,� ---- nL---' t I I I i I ri I I I I i �� II II II It L--------J L,I I L-------------------------'L'--------------------------J L---------'r�=---------------------------J I I I - I. "! I " ----- --'� �0 Lu L _______ JI I I ________-___ �i___________________ ___ I I I I 1 I I rT --II If------ ------- -----fr------ U- I I I I r- - -- I I I I I I I I I I,I I I I I I I O I I I I I I I I I I i1 I I T.O.SLAB I 1 —---�i—------------I ' 1!—---———1'——— T 0 S —— ------------------ —-----———u-----—— (\J}----------------—--- ---—-----—---- C S --- L-- ---�`-------- ti r L--------- r`--------------- V - -------- I I L----------1-------------i I L------------�i L-------------------- II O J I i i z N r'L--------------------------------------------------------------------------- ti O UNIT TYPE"C2 LEFT' 099 UNIT TYPE'A' 098 UNIT TYPE'CI RIGHT' 097 L_ L___________________________.__________________________________________________� UNIT TYPE'C2 LEFT' 099 00 NOTE: NOTE: NOTE: Q SEE Yr."=1'-0"SCALE DWG's ON"C2 LEFT" SEE Y"=I'-0"SCALE DWG's ON"A" SEE Y"=1'-0"SCALE DWG's ON"Cl RIGHT" > t` SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. NOTE: J SEE YL"=1'-0"SCALE DWG'S ON"C2 LEFT" Lli -Q FRONT ELEVATION SET FOR ADDITIONAL INFO. O I SCALE 1/8"=1'-0" O Z LEFT ELEVATION N O SCALE 1/8"=1'-0" 0 F- Q Z X 0- Lu E Lu U J Q w U Q N �02-0 56-- 25-10" 56'-7" 54-5P2 6-6' rx \ , f x O O W T 0--SUB ---- -------- - --- --- - - -- - ------- - —— T.O.SUBFLOOR -- ——----------------——---——---—— — -----— ' Z 2,� -- ---- --- - -------- ------ ------------- -- - 2 - I - W (V ry I �' _ V) 1qP� P H::'.L' IMF11 1 O O i O T.0 SUBFLOOR n INN •— I h —_—_---.--.. I T.O.SUBFLOOR �' `� 1 7• I 11 Iri L----------i I LL II L------------J III •``,, 6Ir 1, II 1 1 R11-II _ I I I I I II I I 1 SJkT.O.SLAB --- 1 I—---- -- T.O.SLAB ---— j J I II I till till I I ----------------------- ----------------1)V�---------------- V --------------- --------------- --------------� ---- —�--1I-III----------------------------------------------------------------------------------------------------- ti --1___J-__--__- -_ 1__-____ L________________________________________________________________________1J -- -' L-J - UNIT TYPE'CI RIGHT' 097 UNIT TYPE'A' 098 UNIT TYPE'C2 LEFT' 099 UNIT TYPE'CI RIGHT-)I NOTE: NOTE: NOTE: NOTE: SEEYI."=1'-0"SCALE DWG's ON"C2 LEFT" SEE X"=1'-0"SCALE DWG's ON"A" SEE Yc."=1'-0"SCALE DWG's ON"CI RIGHT" SEEP"=I'-0"SCALE DWG's ON"CI RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. 2 REAR ELEVATION 4 RIGHT ELEVATION SCALE:1/8"=1'-0" SCALE:I/8"=I'-0" KIN FIEL EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS UNIT VVC2M'2 LEFT, 2 JA M LANE A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS 129.25-1 -1 .46 A1.l FLOOR PLANS A1.2 ROOF PLAN INTERNATIONAL DRIVE A2.o EXTERIOR ELEVATIONS RYE BROOK, NEW YORK A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC A3.2 WALL SECTIONS & DETAILS 5 International Drive, Suite 114 Rye 50.0 FOUNDATION PLAN Brook, NY 10573 S0.1 DETAILS S0.2 DETAILS S0.3 GENERAL NOTES S1.0 FIRST FLOOR FRAMING NYS Uniform Fire Prevention 8 Uniform Building Code: Simi DETAILS 2020 Building Code of New York State S2.0 SECOND FLOOR/ ROOF FRAMING 2020 Residential Code of New York State S3.0 SHEARWALL PLANS 2020 Fire Code of New York State 2020 Energy Conservation Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 Plumbing Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 Mechanical Code of New York State E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2020 Fuel Gas Code of New York State 2020 National Electrical Code P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS 2017 ICC 117.1 Accessible 8 Usable Building and Facilities P-1 PLUMBING BASEMENT FLOOR PLANS P-2 PLUMBING FIRST & SECOND FLOOR PLANS Project criteria: P-3 PLUMBING ROOF PLAN Use Group: R-2 Construction Type: 5g M-0 HVAC MECHANICAL NOTES, SCHEDULES Area: 3,692 sq.ft. M-1 HVAC BASEMENT FLOOR PLANS Volume: 32,436 cu.it. M-2 HVAC FIRST 8o SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN Structural Consultant Camera/O'neill Engineers 7 Thurston Avenue 117 Black Point Lane Newport, RI 02840 Portsmouth, RI 02871 CordtsenDesign.com 401.619.4689 MEPBP Consultant James A. Koppenhaver 304 Logan Avenue Wyomissing, PA 09610 CORDTSEN DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I. AL-CODES HAVING..JR!SDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, 1. FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK N ACCORDANCE WITH THE CURRENT AC BUILDINGPAPER.ASPHALT SATURATED FELT,ASTM D-226,TYPE I,15#OR TYVEK HOUISEWRAP MANUF.BY RV.SWMG/OGTT4MG/GLIDINGGLASSDOORS 1'>'8 PANELS WITH CLEAR 3°8 INSULATED.ARGON FILLED,_OW-E, SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING AL APPLICABLE STATE,C'TY AND COUNTY BUILDING,ZONING,ELECTRICAL,MECHANICAL,PLUMBING 318,AND CRSI T1ANUJAL OF STANDARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPONT.ON ROOF AND WALL SHEATHING.AL INSTALLATION OF BUILDING PAPER TO BE LAYER SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF WITS SHOW MUJNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX 8 CLOTHES DRYER EXHAUST BOX SEk.ED TO GWB AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION 8 THEY SHA..L OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTJRAL LAPS SHED WATER.WITH PROPER OVERLAPS,ALWAYS WORK FROM LOW PONT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SIDE OF GLASS,ALIGNING BUILT-1IN CABINETS TO GWB CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DRAW'NGS). BITUMINOUSMEMBRANE.GRACE,ICE 8 WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET D RECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%'MUNTIN WIDTH TYPICAL,LN-ESS UNDERLAYMENT.SEE ROOFING SPEC.FOR MORE INFORMATION. STAIRWAYS N CONTACT WITH EXT.WALL SEALED AT GWB 44< DOCUMENTS TC THE ATTENTION OF THE ARCHITECT-SUBMIT COPIES OF INSPECTION REPORTS.NOTICES.ETC. OTHERWISE NOTED.PAINT WOOD MIJN'fINS USED ON INTERIOR EXTRUDED ALU�11N1�1 11SED ON EXTERIOR;USE LAAWVATED R•EJVEERLUAMER(LVVL,J:COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE FIREPLACE BOX TO GWB TO OWNER AND ARCHITECT. o PATTERN AS INDICATED OIN THE EXTERIOR ELEVATIONS. 2. ROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTlJ1RAL DRAWINGS. MANFACTlRER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COMBUSTION AR SUPPLY DUCTS AND PIPES TO GWB FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL FJMYDOOR:6/1'INSULATED FIBERGLASS BY JELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB ENGINEER ANC IN ACCORDANCE W'TH THE NATIONAL RESEARCH BOARD(NRB. L B)ALL BUILT-JP LVEAMS TO BE S DELITES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283. 2. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL � WATER RESISTANCE:ASTM E331 ACOUSTICAL PERFORMANCE:ASTM E413TROT-STC 28,THERMAL.TRANSMISSION: KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB fn 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 OUTY(3 GA,SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OF Yq'TOY ,'THICK, ELECTRICAL BOXES 8 CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO BE MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. ADHERED CONTINUOUSLY.WATERPROOF ADHESIVE,ASTM D-2559-76.FB-2800 PSI,E=2,0X,000 PSI,STAMPED W TH R-15.49(CALCUL ATED). THE BUILDING. GRADE,MANUFACTURER.AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PR MED,GALVANIZED ASTM A-123, WINDOW:MANUFACTURER MARVIN INTEGRITY WOODHJLTREX,SHALL HAVE INTERIOR FACTORY-PRIMED WOOD WITH (:o) - OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAW NGS.KEEP DRY AND HANDLE WITH CARE TO FIELD APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND INSTALL 12' AIR SEALING MATER AL S-USE A COMBINATION OF THE FOLLOWING: 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OP THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SOIL.BEARING CAPACITY OP 4000 PSI FOR FOOTINGS 8 PREVENT'DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG'S. GRACE VYCOR PLUMS.OR EQUAL,AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS:APPLY DIRECTLY TO CAULK-SEALS GAPS LESS THANYi WIDE SUITABLE FOR THE INTENDED JSE OF THE OWNER.ANYTHING NOT EXPRESSLY SET FORTH,BUT WHICH IS FOUNDATION WALLS,3000 PSI FOR SLABS. PARALLAMPARALLELSTRANDLUAMER(PSL):COMPLY WTH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING,PRIOR'0 INSTALL NG WINDOW.PROVIDE 8 INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL MOLES Z Z u+ 0 0 E o, REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE_PROJECT,SHALL BE INCLUDED. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION 8 BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS u'C9 w D co 010 5. COORDINATE UNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OTHf3R RELATED WORK. FABRICATION OF'HE PSL SHALL BE AS MANUFACTURED BY WEY'RHAEUSER ILEVEL.MODULUS OF ELASTICITY FOR FINISH OF HARDWARE 8 WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDERING.UNITS TO HAVE CLEAR INSULATED, GASKETS - >0 c a BEAMS SHALL BE 1,016,535 PS.COLUMNS SHALL BE 914,880 PSI.FB BEAMS SHALL BE 2,900 PSI,COLUMNS 2,400 'A ¢- a)- 4. ALL DRAWINGS SHALL BE FULLY COORDINATED BY CON"RACTOR TO VEER F1'ALL DIMENSIONS,LOCATE ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY BUILDINIG WRAP-INSTALLED OVER EXT.SHEATHING,SEALED WITH TAPE AT JOINTS �"�U � � PS.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAIN'AS NOTED GLASS WHERE REQUIRED BY STATE CODE.ALL OPERABLE UNITS SHALL HAVE NTEGRAL SCREENS.IF UNITS SHOW CK j3 W c w pa)o DEPRESSED SLABS.SLOPES,DRAINS,OUTLETS,RECESSED REGLETS,BOLT SETTINGS,SLEEVES,ETC. 6. CURE CONCRETE BY KEEPINIG MOIST A MINIMUM OF 72 HOURS. IN CONTRRACT DRAWINGS.KEEP DRY AND HANDLE IN TH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH SHEET GOODS-WOOD SHEATHING.GYPSUM WALL BOARD,RIGID INSULATION,TAPED EDGES 0 I~ o c Q MUNTINS ON EXTEER OR ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SDE OF - Ct aJ STRUCT.DWG'S. �r� SHEET METAL-EDGES CAULKED U x r 3 5. THE CONTRACTOR SHALL VER FY AND PROTECT ALL SERVICE LINES AND EXISTING SITE AREA FROM FORMS.FORM MATERIALS TO CONFORM TO ACI 347,PS i-74. PARALL4M PLUS PAR..4LLELSTRAND LUMBER(PSL PLUS:COMPLY WITH THE NSTRJCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN-HE TWO PANES OF GLASS..B MUNTIN WIDTH �a) •p TYPICAL,UNLESS OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR EXTRUDED ALUMINUM USED ON POLYETHYLENE PLAST'C-EDGES AND PENETRATIONS TAPED AND SEALED U ^Z o DETERIORAT'ON OR DAMAGE. REI/VIORCINGBARS DEFORMED STEEL,ASTM A-615,GRADE 60. RECOMMENDATIONS OF'HE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION � EXTERIOR:USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRACTOR HAS THE OPT ON TO HAVE WEATHERSTRIPPING SEAL MOVEABLE COMPONENTS SUCH AS DOORS.WINDOWS,FTC. U REINFORCLNGMESA:WELDED STEEL WIRE FABRIC.ASTM A-185. DOCUMENTS.PLl1S PSL FOR 115E IN WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED Q PRESERVATIVE PROTECT ON PRODUCT.PROV DE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.THE THE WINDOWS DELIVERED WITH THE EXTENSION JAMBS NOT INSTALLED,TO MAKE IT EASIER TO INSTALL INTER OR MASTIC-SEALS AR HANDLERS,DUCT CONNECTIONS AND JOINTS 6. THE ARCH TECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES. CEMEM PORTLAND CEMENT,ASTM C 150,TYPE I OR II. DESIGN AND FABRICATION OF THE PSL SHALL BF AS MANUFACTURED BY WEYERHAEUSER ILEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT,FOR REVIEW. UL181 OR FOIL FACED TAPE-TEMPORARY SEALS AIR HANDLER.DUCTS NOT ACCEPTABLE TECHNIQJ=S,OR THE FAILURE O^"THE BL.LDER TO CARRY OLT THE WORK W ACCORDANCE WITH THE WATER.CLEAN,POTABLE AND NON-DETR MENTAL TO CONCRE'E. BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT OHERAEADDOOR. SELECTED BY OWNER.PRIME 8 PAINT ALL S DES.PROVIDE SHOP DRAWINGS TO ARCH TECT, ACOUSTIC SEALING GUIDELINES D DRAWINGS OR THE REQUIRED CODES. AGGREGATE.FINE AND COARSE,NORMAL WEIGH'AGGREGATES,ASTM C-33. DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT. FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER. 4DMIX7URET:AIR-ENTRAINED TYPE.ASTM C-260 AND WATER REDUCINGCARPENTRY AND MILLWORK REDUCING TYPE A.ASTM C-494.AL_CONCRETE DWG'S. I. AIR-BORNE SOUND:WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM 0.y �►� 7 CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED'O FREEZING 8 THAWING:6%-8%.OTHER CONCRETE:2%-4%. 7Yf'IGILEXTFJ?IOR WAIL:2x6 WOOD STUDS 0 I6'o.C.,UNLESS OTHERWISE NOTED EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)!RATING OF � T TYPICAL INTERIOR WALL.2X4 WOOD STUDS @`6'oC..,UN_.ESS OTHERWISE NOTED FURNISH AND INSTALL THE FOLLOWING: WORK.SUBMIT COPIES C OWNER AND ARCHITECT. CUNCRb7E,iII1i CONCRETE READY MIX.ASTM C-94,3000 8 4000 PSI COMPRESS VE AT 28 DAYS. NOT LESS THAN 50(45 FIELD TESTED)FOR A,R-BORNE NOSE. VAPOR BARRIER:LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2103. NOTE:NO'INTERIOR FINISH WORK IS TO BE STARTED UNTIL A WATER-TIGHT SHELL IS ACHIEVED. • 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SJPERINTENDENT WHO SHALL BE N ATTENDANCE AT THE PREFORMED JOLWFILLEM YF ASPHALT IMPREGNATED FLEXICE lNTFJRIOR TRQN.SELECTED BY OWNl. LL. THERMAL AND MOISTURE PROTECTION EV T EIV SAELVIJVGA BA E SELECTED BY OWNER. 2.STRJCTRRE-BORNE NOISE:FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR PROJECT SITE DJR NG PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT S DOVETAIL ANCHORSLOTS.22 GA.GALVANIZED STEEL. 1. FURNISH,AND INSTALL THE FOLLOWING: GLASSSHOWER ENCLOSURE B BATH MIRRORS:SELECTED BY OWNER. FROM PUBIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 � REQU RED TO BE ON SITE DJR NG ANY CONSTRUC-ION,ACTIVITY,14CLUAING WORK BEING DONE BY FLLSIZINGREGLETS GALVANIZED STEER. KITCH&V ABATHGIBWEMCOUATEM.SELECTED BY OWNER. M FIELD TESTED)FOR STRUCTURE-BORNE NOISE. SUBCONTRACTORS.IN ADD TION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIB LITY TO FOVNDA77ONWALL FINLTH.AS CAST WITH THE FINS REMOVED,HOES AND HONEYCOMBING FILLED 8 FLUSH CUT 2. THE FOLLOW NG SPECIF,CATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN:ASHRAE HANDBOOK A77X7IE.'V ABATHPLLfAMVGFIXWES&APPLGINCFS SELECTED BY OWNER. SUPERV SE ALL CONSTRUCTION ACT'ViTY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE WITH'HE TIES.RUB W TH CONCRETE BRICK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELEC)UCALFLUZI .SELECTED BY OWNER. 3 OPENINGS AND PENETRATIONS N CONSTRUCTION.ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FT OORSLABS ONTERIOR)FTVISA,•SMOOTH,STEEL'ROWEL 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. MEDIC4NECAMET,•MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(MC).SELECTED BY OWNER. INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REOJIRED STC RATING OF THE ASSEMBLY. 9, CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WH Ch MAN`OCCUR IN CONTRACT DOCUMENTS TO THE ANCHOR BOLTS Yz DIAL(M NJ PLACED 4'-0'o.c.(MAX.)NTERRMEDIATE SPACING MINIMUM(2)BOLTS PER PLATE INTERIORSTAIRS:PROVIDE ALL REQUIRED STRUCTURAL..ANALYSIS AND DESIGN FOR SELF-SUPPORTING WOOD ATTENTION OF THE ARCHITECT IN WRITING AND WR TTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE SECT ION.0 MIN.FRO"'PLATE END. 3. GALVAN ZED SHEET FLASHING SHAM CONFORM TO ASTM A 653/A 6531,WITH Z NC COATING OF 1.25 OZ.PER S'AIRRS.STAIRS SHAL_BE SELF-SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STAIR SELECTED [..FLOOR ASSEMBLIES THAT ARE CARPETED GENERALLY MEET THE M NIMUM IIC REQUIREMENTS.FLOOR PROCEEDING WITH THE WORK.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SO-FT.AND.20%COPPER BEARING,24 GA DESIGNATION G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED. BY OWNER. STRUCTURAL STEEL BLUES70NETERRACE.EXTERIOR IYF BLUESTONE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ACOUSTIIESCAL WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR VINYL GENERALLY REQU'RE ADDITIONAL ERRORS.DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS.OF WHICH THE CONTRACTOR FAILED ACOUSTICAL TREATMENT OR INSULATION TO MEET THE M NIMUM IIC REQUIREMENTS. TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. FURNISH AND INSTALL THE FOLOWING,AS NEEDED(SEE STRUCTURAL DRAW NGS 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 8 DETAILS.STONE'0 BE SET IN I' ` THE FOLLOW NG:SHORE A HARDNESS:ASTM D-2240,TENS.LE STRENGTH:ASTM D-412,TEAR RESISTANCE: MORTAR BED ON CURED,SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN WITH ARCHTECT PRIOR TO THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHTECTURAL DRAWINGS). ASTM D-624.DIE C-ULTIMATE ELONGATION:ASTM D-42,LOW TEMP.BR T-LENESS:ASTM D-1149,OZONE ORDERING.PROVIDE CONSISTENT)i"MORTAR JOINTS.COLOR 8 TEXTURE TO BE APPROVED BY ARCHITECT. INSTALL 5.THE FIRST ESSENT AL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR 0 THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY Al DMENSIONS AND JOB COND TANS AT THE JOB AGING:ASTM D4149.HEAT AGING:ASTM D-573. CONTROL AND EXPANS ON JOINTS AS!REQUIRED. FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMAL_CRACKS OR HOLES WILL SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK. STEEL SHAPES,PLATESANDBARS ASTM A-992,ASTM A-36. EXTERIOR DOOR ANDWINDOWCASiNG.CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS 8 HEADS w/k.SCOTIA INCREASE THE SOUND TRANSMISSION AT THE HIGHER FREQUENCIES.THIS CAN HAVE A DETRIMENTAL EFFECT ON RECTANGULAR STEEL MBECOLUMAS STRUCTURAL COLD-FORMED STEEL,ASTM A-500,GRADE B. 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE 8 5/4 SLOPED CAP,2"HISTORIC S.L.FIELD CUT TO PIT THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUSTIC PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED I. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND PREE OF ALL TRASH,DEERS AND SHALL PROTECT COLD-FORAIEDME AL FRA&MVG.C-SHAPED STEEL STUDS,18 GA.ASTM A-446. SOURED JOINTS 8 SEAMS ARE REOUIRED.INSTALL 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 EFFECT VENESS OF AL ADJACENT WORK FRO"'DAMAGE.SOIL NG,PAINT OVERSPRAY,ETC.ALL FIXTURES,EQU PMENT,GLAZING, STEEL PIPE.ASTM A-53 TYPE E OR S.GRADE B. RAKES AND EAVES.STEPPED AT ROOF INTERSECTIONS WITH WALLS,ABOVE EXTERIOR RUNNING TRIM.HEADS OF MISC E,Y7ERIOR TRIM:Ix THICK CELLULAR PVC,AZEK OR EQUAL.Ix CELLULAR PVC SHEET WHEN REQUIRED'RIM THE PLANNED SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PRO.,ECT. ANCAORBOLTS:ASTM A-307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN IY,;'.5/4 THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT'O ANY WALL SIDING. BOLTS ASTM A-325,V DIA. REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT!REQUIRED SIZE. 6.SYSTEMS SHALL BE AIRTIGHT.RECESSED WALL FIXTURES SUM-AS MEDC NE CABINETS,OR ELECTRICAL, 12. SHOP DRAWINGS ARE REQU RED FOR STRUCTURAL,MECHANICAL.ELECTRICA_AND SPECIALIZED INSTALL4770N.COMPLY WTH CURRENT AISC CODES AND SPEC FICATIONS AND WITH AWS'STRUJCTURAL WE_DING NOTE:ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER,WIT)-PROPER OVERLAPS.ALWAYS EXTERIOR R4)LINGSANDBALUSTEJM'SELECTED BY OWNER. TELEPHONE,AND TELEVISION DEVICES,WIRING,SPR NKLER PIPES,ETC.,WHICH PENETRATE THE GYPSJM BOARD, C) CONSTRUCTION.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHIEEC-FOR REVIEW FOR CONFORMANCE CODE;AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE'DOUBLE SHEAR CONNECTIONS DETAILED IN WORK FROM LOW POINT TO HIGH POINE.WATER-TIGHT,WEATHERPROOF PERFORMANCE OF FLASHING AND EXTERIOR PORCH CEIIJNC.VEAR'ESOFFI7S iM BEADBOARD CELLULAR PVC,AZEK OR EQUAL. (N SHEET METAL WORK'S REQUIRED,WITHOUT RELYING ON SEALANTS. FOR NOT BE LOCATED BACK-TO-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 AISC REQUIREMENTS FOR SIMPLE CONNECTIONS.CONNECTIONS SHALL BE BOLTED OR WELDED. EX7ERIORCOLUMNC01MU.HBBG PERMACAST FIBERGLASS OR LOAD BEARING.HBBG PERMAWRAP CELLULAR T F O FOR PIPING OUTLETS SHALL BE CUT TO HE PROPER SIZE AND SEALED.ELECTRICAL DEVICES SHALL BE THE CONTRACTORS SHALL BE BOUND TO PERFORM IN STR C-COMPL�ANICE WITH THE MANUFACTURERS WELDINGELECTRODES COMPLY WITH AWS DLI CLASS E-70 ELECTRODES. PVC FOR NOWLOAD BEARING,SEE EXT.ELEVATIONS FOR SIZE 8 STYLE. CN BACKPAINT METAL FLASHINGS WITH BITUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT WITH c INSTALLED IN FULL BOXES AND SEALED WITH A NOINHMARDTING SEALANT,SUCH AS 3M BRAND FIRE BARRIER SPECIFICATIONS AND/OR RECOMMENDAT DNS. PRA�RPAJ7VT TNEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE FURNISH AND INSTALL THE FOLLOWING: CEMEN'1'IpUS MATERIALS OR DISSIMILAR METALS. GYPSUM WALL BOARD: APNEAS MOLDABLE RlTTY PAD OR EQUAL. _(__ GALVAMZr,NG.ASTM AI23. WATER,REMSTANT.•YZ'IMPR-AL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. z � 3. ALL MANUFACTURERS PR'NTED WARNINGS FOR HANDLING OF PRODUCTS 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:COW. FIRERlTED TYPE'x":5/s GYPSUM BOARD ON WALLS 8 CEILINGS OF GARAGE. 7.THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND O 00 WORDS'OR EOJAL'ARE TO BE ASSUMED WHENEVER A SPEC FIC MANIFAC'JRER IS NOTED.PROVIDE EXECUTION:PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURN NG OF HOLES_DO NOT LSE *OGEE'STYLE,43Y HIGH x 6'WIDE w/BRACKET HANGERS 0 Wo.t.DOWNSPOUTS:CONT.2%x W. VENEER PLASTER:ONE COA'VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH I— i r r _E P v P F F T PRODUCTS OF ACCEPTABLE MANUFACTURERS,WH.,h HAVE BEEN IN SA IS•ALTO! USED\SIMILAR SERVICE CUTTING TORCHES IN THE MELD FOR CORRECTING FABRICATION ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRAMS:REFER TO CIVIL DRAWINGS OR MORE INFO.ON PVC DRAINS. ACCORDANCE WI)-ASTM C-587,C 754,C-844.FINISH OF PLASTER ON WALLS AND CEILINGS SHALL BE SMOOTH A55EMBL Y PENE-RATIONS.FLEXIBLE SEALANT OR M ACOUST CAL GASKET SHALL BE USED TO SEA1.BETWEEN Q FOR THREE YEARS. USE EXPERIENCED INSTALLERS WITH.MINIMJM THREE YEARS INSTALLING SAID PRODUCT. 7OUCA-UPPANT.•IMMEDATELY AFTER ERECTION,CLEAN FIELD WELDS,BOLTED CONNECTIONS AND ABRADED 8 READY FOR PAINT. THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND S:MILAR U � DEL VR,HANDLE,STORE.AND INSTALL MATERIALS IN ACCORDANCE WITH MANJFACTURERS INSTRUCTIONS. AREAS OF THE SHOP PAINT.APPLY PAINT'0 EXPOSED AREAS WITH`HE SAME MATERIAL AS USED FOR SI-OP 7. ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB,CONFORM NG TO U.L.CLASS'A' ACCESSORIES.FIBERGLASS MESH JOINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL'J' SURFACES WHERE PERIMETER RELIEF IS REQUIRED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVAN ZED MEMBERS AND TO COVER FIRE RESISTANCE.U.L.WIND RESISTANCE ASTM D3462 8 ASTM D30`8 TYPE I W TH A MIN.30 YEAR MANUF. CHANNEL.CASING BEADS.CONTROL DOINTS,ETC.AS NEEDED. LL. E NTY COLOR AS SELECTED BY ARCHITECT. N. .SGLES SHALL BE INSTALLED PER MANUFACTURERS ALSO OF GREAT IMPORTANCE IN ACHIEVING A LISTED STC OR IIC RATING. 14. ALL CODES,TRADE STANDARDS AND MANLIFACTIRRS INLSTRJC'IONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS IN GALVANIZED MEMBERS. WARRA CERAMWCTILE.CERAMIC TILE.MARBLE TILE 8 ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AERICA I- a) I INSTRUCTIONS.PR OR TO INSTALLING SHINGLES.INSTALL GRACE'ICE 8 WATER SHIELD'OR APPROVED EQU/>_, INC.,N COLORS AND PATTERNS SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF-HE DOCUMENTS SHALL BE THE LATEST EDITION. QCALITYCONTROL:INSPECTION OF F ELD WEBS SHALL B_P IN ACCORDANCE WITH ALM^5'STRUCTURAL WELD'NG S.PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO 9E EFFECTIVE FOR THE LIFE OF THE BUILDING,SEALANTS W � > CODE INSPECTION OF FUEL D ASSEMBLED BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6.AISC SELF-ADHERED.RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES,EAVES.RAKES,VALLEYS,HIPS, APPROVED MANUFACTURER.MANUFACTURER TO BE AMERICAN OLEAN FOR CERAMIC TILE AND MARBLE TECHNICS MUST BE RES LIENT AND NON-HARDENING.STANDARD WEATHER CAULKING S UNSATISFACTORY AS AN O O ROOF-TO-WALL NTERSECT:ONS,AROUND ALL ROOF PROJECT DNS.AND ENTIRE ROOFS THAT ARE FLATTER LTD.FOR MARBLE TILE OR EQUAL. INSTALL IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN Z 5. TIN=CONTRACTOR SHILL MAKE NO S-RUCTJRAL CHANGES WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL'ICE 8 WATER SHIELD'FROM THE EDGE OF THE THE 2008 TILL COJNCIL OF AMERICA'HANDBOOK FOR CERAMIC T LE INSTALLATION'AND MANUFACTURERS ACOUSTICAL SEALANT SNCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT IS CRITICAL.THE O V) Z Z 1.ENGINEER. ROUGH CARPENTRY ROOF TO MINIMUM 2e."INSIDE THE EXTERIOR WALL LINE.INSTALL PER MANUP.INSTRUCT ONS. PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BL-'WEEN ONE SIDE 0-AN ASSEMBLY AND THE � AL:_WOODS AND WOOD CONSTRUCT ON SHALL COMPLY WITH SPECIFICATIONS AND CODE MODIF CATIONS AS INSTALLATION INSTRUCTIONS.ALL WALL 8 CEILING TILE TO BE INSTALLED ONYz'REIN.CEMENTITIOUS BOARD.SPECIFIED HEREIN: HARDWOOD FLOOR:PRE-FINISHED AND INSTALLED PER MANUFACTURERS NSTRJCTIONS.MATERIAL TO BE T&G OTHER,WHICH REDUCES THE POTENTIAL FOR F-4NKING NOISE TRANSMISSION.'HE PREFERRED PROCEDURE.S 2 16. CONTRACTOR SHALL PROVIDE.PAY FOR AND MAINTA IN,BJT NOT BE LIMITED T0.'HE FOLLOWING SERVICES A.AMERICAN INST TOTE OF TIMBER CONSTRUCTION:STANDARDS MANUAL 8. WALL S DING SHALL L ARRDIE PLANK'LAP SIDING WITH V1'EXPOSURE.COLOR AND TYPE SHALL I'x2'OR AS SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH A MINIML1P14 Q GAP BETWEEN THE ADJACENT CELING GYPSUM PANEL () U� L',' BE HORIZONTAL"H DURING CONSTRUCTION:POWER.METER•NG,TELEPHONE,FAX,CONSTRUC_ION EQUIPMENT,DEWATRING AND B. NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION BE SELECTED Bs'ARCHITECT.INSTALL OVER 15#BOLDING PAPER OR TYVEK HOLSEWRAP.INSTALL PER VEMMZEETFLOOR.COMPL ES WITH FEDERAL STANDARD:FS L-F-475,TYPE 11,GRADE'A',THICKNESS.08C. AND ALSO A'THE SUBFLOOR.SEALANT SHOULD BE APPLIED TO FILL THE PERIMETER GAP BETWEEN THE w ~Q PJ•P'NG,HEATING,LIGHTING AND ACCESS.CONTRACTOR SHALL PROVIDE,BUT NOT BE LIMITED TO,THE C. SOUTHERN PINE INSPECTION BUREAU.STANDARD GRAD NG RULES FOR SOUTHERN PINE LUMBER MANUFACTURERS INSTRUCTIONS. SHEET WIDTH 6-T.INSTALLED PER MANUFACTURERS NSTRUICTIONS.MATERIAL TO BE T8G'x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURROUND'NG FLOOR•WALL AND CELING COMPONENTS.CAULKING SHOULD NOT 0 cii 0FD_OWING SECURITY AND FROTEC'ION:FIRE EXTINGU SHERS,BUILDING ENCLOSURE AND LOCK-UP. D. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SILL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY. ENVIRONMENTAL PROTECTION,PEST CONTROL,SNOW AND ICE REMOVAL.CONTRACTOR SHALL PROVIDE (TPI-74). 9. INSTALL WATERPROOFING 8 PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OE CONCRETE Recu ENTFLO011 INSTALLED PER MANFACTURERRS INSTRUCTIONS.AS SELECTED BY OWNER. SANITARY FACIL TES,DRINKING WATER,C..EQNING AND RUBBISH DISPOSAL. E. AMERICAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOOD FOR FLOORS,PLYWOOD SHEATHING FOR WALES AND FOUNDATION WALLS THAT SJRROUND BASEMEN'FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM J-5385. CARPETFLOOR.INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. 9.INSULATION INDICATED TO BE PROVIDED N A WAL,ASSEMBLY SHAA BE THE SAME DEPTH AS THE WALL...STUD ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK S COMPLETE.FOR CONTINUOUS SEAL. PAINT,INSTALLED PER MANUFACTURERS INSTRUCTIONS.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUPACTURERRS INSTRUCTIONS. FRAMING.UNLESS OTHERWISE REQUIRED BY CODE,REGULAR UN FACED GLASS FIBER OR MINERAL WOOL +7. CONTRACTOR SHALL PROVIDE THE FOLLOWING.PRIOR TO SU95TANT:IL COMP�TION:PUNCH LIST. (1)PRIMER COAT AND(2)FINISH COATS.EX,CEPT COLOR COORDINATED FACTORY F NISH SURFACES.TOP 8 BOTTOM INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSU;LAT OIN.AS THIS Wi.1 REDUCE THE ACOUSTICAL L SUPPORTING DOCUMENTATION,WARRANTIES.CERT'FICATIONS.OCCUPANCY PERMIT.S-ART-UP AND TESTING OF 2. ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER 10. SINGLE PLY EPDM MEMBRANE ROOFING.60 MILS THICK,FULLY ADHERED,SURE-SEAL DESIGN A BY CARL SLE OR BY BRUSH.OP ALL ROLLER OR TO BE PBYNSPRAY IF PAINT IS FORMUAt.D FOR SPRAL PAINT SURFACES SHALL BE YANAPPLICCA?ON.PRIOR TO PAINTING. INTERIOR PAIN- M SHALL�BE PERFORMANCE OF THE ASSEMBLY. O BUILDING SYSTEMS.CHANGE OVER Or LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS'CONSTRUCTION MANUAL' APPROVED EQUAL. INSTALL PER MANUFACTURERS INSTRUCTIONS- M.A.B.OR APPROVED EQUAL.READY-MIXED PAINT SHALL NOT BE TH NNED,EXCEPT AS PERM T'ED IN THE FOLLOWING,PRIOR TO FINAL ACCEPTANCE:FINAL PAYMENT REQUEST WTH SUPPORTING AFFIDAVITS AND r 10.RES.L.IENT METAL COMPONENTS:RESILIENT CHARNELS SHALL BE D FTRICI-RC DELUXE RCSD.RES LIENT ` p 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM LVL AND PARALLAM PSL PRODUCTS APPLICATION INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER CONSULT WITH PAINT MANUFACTURER FOR ` COMPLETEC PUNCH LIST. Y 11. FLEXIBLE,100%WATER-BLOWN,OPEN 8 CLOSED CEL,_POL YISOCYANATF SPRAY FOAM INSULATION.FIBERGLASS PROPER PAINT AND PRIMER TO BF USED ON CELLULAR PVC.ALL NAIL HOLES 8 ROUG)-FINISHED WOOD TO BE FILLED CHANNE-S POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THEY CONNECT,WH"LE BY WEYERHAJSER.PRODUCTS B OTHER MAN FACTLRERS MAY BE SUBSEITUTED PROVIDED ALLOWABLE - _ SITE WORK STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. BATT INSULATION,DEPTH DETERMINED BY STIR OR JOIST.INSTALL JUST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLYING PR MER OR PO-YURETHANE.LIGHTLY SAND BE''WEEN COATS. PROVIDING THE S-RENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN IN THE INSTALLATION OF t ROUGH ELECTR CAL AND PLUMBING.INTERIOR WALLS REQU RING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPECIALTIES:KTCHEN ACCESSORIES.BATH ACCESSORIES,FIREPLACE HARDWARE 8 MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RES LIEN CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE PERFORM ALL WORK IN'H S SECTION IN CONFORMANCE W TH THE FINAL SOILS COMPACT ON.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 MANUFACTURERS INSTRUCT ONS SCHEDULE AND SPECIFICATIONS.ALL ITEMS TO 13E'NSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER.THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JOIST,THUS SHORTING OU'THE L REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OMR AND BJLD14G DEPARTMEN-.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIF CATIONS: EXTERIOR WALLS.R-2i OPEN CELL SPRAY FOAM. RESLIFJNCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION-ECHNIQUE IS TO PLACE SCREWS ONLY BETWEEN � H Z ABSENCE OP THE NECESSARY SUBSURFACE SJRVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOILS A. SUPPLEMENT TO ENGINEERING BULLETIN*SE-266,DATED 4-19-60 OF A.S.DIVISION FHA 1-4-6!. ROOFS,EXPIOSEDCEILIN"C..4NT7LEVERS,OVE'RHANGS.R 38 OPEN CELL'X"SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES STIRS OR DOISTS.THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON INSTAIATION AND THUS A MINIMJM�," B. NTERNATIONIAL CONFERENCE OF BUILD NG OFF: ALS REPORT*I7414.5,DATED 9-"6. BARRIER CLEARANCE BETWEEN:T AND THE ADJACENT ASSEMBLY FREE IS FLOAT =D.'HE RESILIENT CHANNEL SHALL M L uj ENGINEER TO INVEST GAME'HE SITE AND SUBMIT A REPORT OF THMS WORK TO THE ARCHITECT. IF A I. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLI'SEAL®TO LIMIT AIR INFILTRATION.THE SEALING Y x 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. BANDJOLS7S R-2:OPEN CELL SPRAY FOAM. METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIA-EXPANSION AND CONTRACTION. M T O M P INSTALLED PER MANUFACTURERS INSTAILA,ION INSTRUCT DNS. FOUNDATIONS WRTHOl1T WRT-ERv INS'RUC-IONS FROM THE ARCHITECT/ENG VEER RIMJOLT7S R-38 CLOSED CELL SPRAY FOAM. 5. FOR TRUSS CHORD AND WEB MEMBERS,PROVIDE DIMENSION LUMBER OF ANY SPECIES,GRADED VISUALLY OR GARAGECEILING:R-30 OPEN CELL SPRAY FOAM. _ MECHANICALLY•AND CAPABLE OF SUPPORTING REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN 2 OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CAULKING MATERIALS OR I.PIPES AND ELECTRICAL CONDUITS SHALL BE CONCEN'RICALY PLACED WITHIN THE WALL AND FLOOR/CE L'NG �} PAR77'SEPARA770NWALL:31'Z FIBERGLASS BATT ATTENUATION. � O v. 2 PRESJMP-IVE SOIL BEARING CAPACITY IS 2000 PSF ON UND STUBBED SOIL.ALL CONCRETE FOOTINGS SHALL VALUES ACCORDING TO AFBPA°S'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION'AND ITS FMSTOP.ROCK WOOL OR THERMA FIBER TO ACHIEVE RATING. CLOSED WITH GASKETING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATIONS. ASSEMBLIES,UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. C m r'- BEAR ON.N IR DISTBED SOIL OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3'-6'BELOW FINISH SUPPLEMENT'. Q4RAGESEPARA71IONWALL R-21 FIBERGLASS BATT. JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE z Z I 6. FOR DESIGN LOADS RATHER TO STRUCTURAL DRAWINGS GRADE(MIN.) UNFI,VISHED✓FINLW,EDBASEME,'VTSEPARA77ONRRALL:R-15 FIBERGLASS BATT. VAPOR-PERMEABLE WRAPP"NG MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 12.REFER TO OTHER DRAWINGS.DETAILS AND SPECIFICATIONS FOR ADDITIONAL NFORMATION PERTAINING TO WALL r MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATE!ALS. M T UNFINLSHEDBASEMEATCEILING.R-30 FIBERGLASS BATT. AND FLOOR/CEILING ASSEMBLIES. N >, 1 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE T UNLESS OTHERWISE NOTED,FLOOR SYSTEM SMALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DES GNED BY IlY SHEDBASEMENTIC62UNG.R-30 OPEN CELL SPRAY FOAM, x Lo HORRZONTA,DISTANCE FROM THE NEAREST EDGE OF'HE POO-ING A REGISTERED PROFESSIONA_ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY'HE LOADS FLVISAEDPERIMEMBASEMEENTWAM R-I4 CLOSED CELL SPRAY FOAM. 3. OUTDOOR AIR INTAKE AND EXHAUST OPENINGS NTEGNAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 3.TIE FOLLOW NG ITEMS SHALL BE CAJIJKED.GALSKETED.OR OTHERWISE ACOUSTICALLY TREATED.WHERE C , cJ INDICATED ON DRAWINGS WITHIN PARAMETERS LISTED. MUDSILl_FOAM SILL SEALER BETWEEN ALL EXTERIOR WAL,MWSiL_S AND CONCRETE FOUNDATION WALL. W TH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE RATED DAMPER W TH A MAXIMUM LEAKAGE RATE OF L OCCURRING AT DWELLING UNIT SEPARATION WALLS,CORR DOR WALLS,AND FLOOR/CE LING ASSEMBLIES. V . ' 4 AL_SACKFILL AT STRUCTURES,SLABS,STEPS AND PAVEMENTS SHALL BE C_EAR GRANULAR FILL,PLACE IN DOORSAND WINDOWS.-CONTINUOUS,LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS,ADJACENT TO CFM PER SOUARE FOOT WHEN TESTED IN ACCORDANCE W TH AMCA 500D.GRAV TV DAMPERS ARE PERMITTED '< - 8 LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMNED V ACCORDANCE WITH ASTM D-1557 8. SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENG NER REGISTERED IN THE STATE OP PROPOSED FRAMING.NOTE. _DO NOT FILL ENTIRE VOID.TO PREVENT FRAME D!STORT'ON.APPLY MINIMUM AMOUNT OF TO BE USED UN BUILDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. Y- C CONSTRUCTION.SHALL.BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABR CAT ON.SHOP FOAM REQUIRED TO AIR SEAL GAP. STAGGER 8 OVERLAP JOINTS IN MULTI-LA ER GWB WALLS 8 CEILINGS C N BUILDING SITE SHALE BE KEN'DRY SO THAT EROSION W LL NO'OCCUR'N THE FOUNDATIONS. DRAWINGS SHALL INCLUDE THE FOLLOWING TEAS: ✓,"SEALANT JOINT AT GWB TO SIJBFL00R 8 CEILING AT DWELLING WIT SEPARATION WALLS � r- A.DRAFTED PLAN LAYOJTS IDENTIFYING ALL TRUSSES. 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED WITH I2. JOINT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PROOJCTS AND r�SEALANT JOINT AT GWB TO SlRFL00R 8 CEILING.GWB TC DOOR FRAMES AT CORRIDOR WAL..S 5. BACKFILL A'LAWNS AND UJNPAVED AREAS SHALL BE FREE OF CLAY•ROCK OR GRAVEL LARGER THAN 2"IN B. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) T SELF-CLOSING DEVICES. T - APPLICATIONS INDICATED AND.0 THE FOLLOWING SPECIFICATIONS:ELASTOMERIC SEALANT ASTM C-926, FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORRIDOR WALLS 8 SEAL A BOTTOM OF DOOR z ANY DIRECTION,DEBRIS.ORGANIC MATERIAL.WASTE AND FROZEN MATERIALS.PLACE N 12'LAYERS AND AND/OR POINT LOADS. SOLVENT-RELEASE-C,R'NG SEAL ANT:ASTMC-804.LATEX SEALANT:AS-M C-790•ACOUSTICAL SEALANT: ELECTRICAL PANEL SHALL NOT BE LOCATED ON JNIT SEPARATION OR CORR DOR WALLS (�) COMPACT'C 90%MAXIMUM DENSITY IN ACCORDANCE W'TH ASTM D-1557. C. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS.REACTIONS AT SUPPORTS AND p T, 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL.ENVELOPE SHALL BE SEALED TO LIMIT AIR �✓ STRESSES ON ALL MEMBERS INCLUDING PLATES. ASTM C-919 U.INCLUDE BACKER ROD AS NEEDED.SEALANT SR-ALL PROVIDE PERMANENT.AIR.GHT, SEAL EXHAUST VENTILATION DUCT UOINTS AND SEAMS WITH MASTIC WATERPROOF SEALS WITHOUT FAILURE. _EAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED_.U�'IINAIRRES SHALL BE IC-RATED SEAL WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS 6. AL_5L/L9S ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE 0=SUPPORTING AND LABELED AS MEETING ASTM E 283 FOR AIR TIGHTNESS.RECESSED LUMINAIRES SHAL_BE SEALED WITH � ' 9. HANGERS.FRAMING ANCHORS AND FASTENERS:PROVIDE A1D INSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS SEAL ELECTRICAL/CABLE/PHONE BOXES TC GWB WITH PUTTY PADS OR APPROVED EQUAL 3000 PSE. THE TYPE INDICATED AS REQUIRED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING. SEAL WIRING INTO ELECTRICAL BOXES 8 RECESSED LIGHT HODS NG TO GWB USE.NAILS SHALL BE FULLY DRIVEN IN AL_HOLES IN THE ANCHOR.MANUFACTURER TO BE"SIMPSON OR I. REFERRENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS: A UNDERWRITERS LABORATORIES INC.:BUILDING MATERIALS D'RECTORY PROVIDE FIRE=RESISTANCE RATED COVER AROUND RECESSED L;GHT:NG HOUSING (n 7. BACr A. . .KFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS.DO NOT BACKF.LL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND 6, THE FOLLOWING SHALL BLF CAULKED,GASKETED,WEATHERS'RIPPED OR OTHERWISE SEALED WITH AN AA $EAU PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS ANCHORS SHALL BE GALVANIZED. 8. NATIONAL FIRE PROTECTION ASSOCIATON:PAMPHLET S80 STANDARD FOR FIRE DOORS AND WINDOWS.. RR'CURED AND ARE PROPERLY BRACED. BAER MATERIAL_SUITABLE FILM OR SOLID MATERIAL.ROCK WOOL AND FIBERGLASS 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. 8. REMOVE ALL EX STING FO INDA'fON WALLS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDATIONS. 10. A_L HEADERS AT BEARING CONDITIONS SHALL BE SIZED AS SHOWN ON DRAWINGS. D. AIR LEAKAGE:ASTM E283. PROVIDE GYPSUM BASED UNDERLAYMENT BENEA'-+TL13S AND SHOWERS ^' E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR&SHOWER ENCLOSURE TO SUBFLOOR AND WALL s `y 11. ALL HEADERS AT NON-BEARING CONDITIONS SHALL BE SIZED AS NDICA-ED IN THE FOLLOWING TABLE.UNLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE Q72 AIR SEAL THE FOLLOW NG LOCATIONS BEFORE.14SLLATION: SEAL.SHOWER HEAD TO TILE OR SHOWER SURROUND 9. EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-0'BEYOND NEW FOOTING L NE. OTHERWISE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 LBS.PER MUAS.LL TO FOUNDATION 8 RIM JOST TO MUDSIL_8 TOP PLATE TO R M JOIST PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS'0 GWB _ SO.FT.&SHALL BE CERTIFIED AND LABELED. SJBF_OOR SHEATHING TO RIM JOIST BETWEEN CONDITIONED SPACES SEAL ATTIC AND CAT FIRE CE ACCESS COVERS U GWB ESCUTCHEONS 0 GWB ` 10. THE GENERAL CONTRACTOR MJST TAKE MEASURES'O CONTROL SOIL EROS ON OF STEEP BANKS DUR NG OPENING SIZE HEADER SIZE 3. GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. SJBFLOOR SHEATHING T8G AND SQUARE EDGE JOINTS UP TO 4'-0' (2)2x6 SEAL RECESSED HEATERS(PTACS)TO GWB CONSTRUCTION.WHEN NEW CONLS'RUC7 ON IS COMPETE.THE GENERAL CONTRACTOR S IDLE REGRAJE 4. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS PARTITION WALL STUDS AT EXTERIOR WAIL INTERSECTIONS INSULATE DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSEMBLIES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETAT ON TO PREVENT 4'-0'TO 6'-0" (2)2x8 TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES E EROSION. 6 H7 TO 9'-0" (2)2x10 5. BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR 8 SHGC RECJIREMENTS: DROPPED CEILINGS,SOFFITS AND CHASES SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB ` FIXED FENESTRATION L-FACTOR:0.38,OPERABLE FENESTRAT ON U TACTOR:0.45,ENTRANCE DOORS T SEAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB z 12. PROV DE MEMBER UNDER ALL INTERIOR PARTITIONS RJN41NG PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING ATTIC KNEEWALLS AND JOIST CAVITIES UNDER ATTIC KNEEWA 1S SEAL CLOTHES WASHER VALVE/DRAIN BOX 8 DRYER EXHAUST BOX SEALED TC GWB ' U-FACTOR:0.77.SHGC PF<0.2=O.LO.SHGC 0.2<PF<0.5=0.48.SHGC PF>0.5=0.6+» 3 I. FURN:Sh AND NSTA1 EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS.THAT UNDER Al POINT LOADS AND COLUMNS. r TIBr SHOWER ENCLOSlRE TO SIJBFL00R BAT)-AND SHOWER DRAINS TO SUBFLOOR SEAL BUILT-IN CABINETS TO GWB _ SKYLIGHTS:U FACTOR 0.50 8 SHGC 0.4C ' ARE NO'SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETAT ON FROM THE AREA ON MASONRY FIREPLACE TO SUBELOOR ' 3. FURNISH ANO INSTALL THE FOLLOWING: 6. CONTRACTOR MUSE INSTALL ALL WINDOWS AND DOORS PER MARV N SPECIFICATIONS,WOOD-ULTREX F FASTEN CEILING MOLDING TO WALL ONLY:PROV DE SEALANT JOINT AT CE LING THE S TE PLANK WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS 1 INSTALLATION FOR NEW WOOD FRAME CONSTRJCEION DATED 5-22-17 IN'EGR TY OUTSWINC FRENCH DOOR FASTEN WALL BASE MOLDING TO WALL ONLY:PROVIDE SEALANT UONNT AT FLOOR • AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTON AND STORE ON S TE LIGHTFRAMI.NGLUMBER.ALL TOP AND BOTTOM PLATES,WAL.STJDS SHALL BE DOUG FIR LAIRD-STUD GRADE WOOD-ULTREX SERIES NSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH OPENING PREP 6 FLASHING HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC 8 REGISTER BOOTS SEALED TO SIrBFLOOR PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE IN APPROVED LOCATION. OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED L SIDES,19%MAXIMUM!' METHOD A-1 MEMBRANE DRAINAGE SYSTEM DATED 2-22-14. EXHAUST VENTILATION DUCT,JOINTS AND SEAMS SEALED WITH MASTIC MOIS-URE CONTENT,2'NOMINAL'N THICKNESS AND 4"NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY 7. FURNISH AND INSTALL THE FOLLOWING: WIRING 8 PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATER=ALS:USE A COMBINATION OF THE FOLLOWING: 12, FUJIRNI%-AND NSTA.1,IN ALL AREAS DISTURBED BY CONSTRUCT ON ACTIV T ES AND ANY AREAS INDICATED ON STANDARDS,AITC 105. WIRING INTO ELECTRICAL BOXES NON-HARDENING CAULK-SEALS GAPS LESS THANYz WIDE x THE S'TE PLAN,,L'CLEAN LOAN AND GRASS SEED.COOOD KATE W TH *1 ALL OTHER SITE WORK. TREATED LUMBER:SOUTHERN YELLOW PINE. GRADE WITH PRESSURE PRESERVATIVE.T I .O BE USED FOR ALL PRE-HENGINTERIORDOOR SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT SPRAY FOAM FILLS LARGE GAPS AND SMALL HOLES 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 ARCH!-ECT AIR SEAL THE FOLLOW NG LOCATIONS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION: 3. FIJRNiSh AND NSTA-L PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOTING DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDS LLS. BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS APPROVED EQUAL.SIZES AS IND CATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR Y"SEALANT A`GWB TO SUBFLOOR A'EXT.WALLS AND TENANT SEPARATION WALLS BLOC11T1'GANDNAILEIPS DOUG FIR LARCH STIR GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE ` GASKETS-NEOPRENE,!LUBBER,FOAM SURROUND P'PE WITH CRUSHED STONE AND FiL-R FABRIC AND ALLOW FOR PROPER INSTALLATION W TH „ OWNER.MER4TED.FURN SH AND INSTALL AT GARAGE-TO-HOUJSE DOORS TO ACHIEVE 20 MIN.FIRE RATING: DOOR FRAMES 8 WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS MOJNTED I"EMS,SUCH AS,CASEWORK,SHELVING,HANDRAILS.RAILINGS,BATHROOM ACCESSORIES.PROVIDE ACOUSTICAL SOUND MAT MEMBRANE ADJACENT DRAINAGE MA-1 WATERPROOFING ON FOUNDATION WALL.FURNISH AND INSTALL DRAIN PIPE, FIRE-BLOCKING AS NECESSARY,PER CODE. INCLUDE GASKETS.THRESHOLDS,ETC.FOR L1L TESTED ASSEMBLY.DOORS SHALL SELF CLOSE. TUB/SHOWER ENCLOSURE TO GWB GYPSUM BASED UNDERLAYMENT AT WOOD SUJBFLOORS x CLEANOJTS.ETC.,AS NECESSARY 8 DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIV L DRAWINGS. EMRIORDOOR.MANUFACTURER MARVIN INTEGRITY WOOD-ULTREX,SHALL HAVE INTERIOR FACTORY-PRIMED ATTIC AND CRRAWLSPACE ACCESS COVERS TO GWB OR SlJ9FL00R L PLYWOODSCBFLOOR.APA RATED?'ADVANTEK.TONGUE AND GROOVE.GLUE 8 NA'L.ADHESIVES CONFORMING WOOD WITH FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE 8 SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES WITH PERFORMANCE SPECIFICATION AFG-0I SHALL ONLY BE USED. INSTALL CORROS ON RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATERSPRAY.VERIFY ATTIC ACCESS P,u-0pyyIN STAIRS SEALED W1'H WEATHERSTRIPPING ON COVER RESILIENT CHANNELS DIETRICH RC DE 24"o c. THAN IID EL UN LUXE RCSD TOO VG: a QPA RATED EXTERIOR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER RECESSED LGHT HOUSING TO GWB WITH OWNER/ARCHITECT FOR SECTION 8 FINISH OF HARDWARF 8 DOOR ALUMINUM PAINT COLOR PRIOR TO SOD'SOL.ATION CLIPS LSED WITH MTAL FJRRING CHANNELS E WALLSH C.EATH/NG:APA RATEDY7 COX PLYWOOD OR fit'ORiENTEO STRAND BOARD(OSB). ORDERING.VERIFY ACTIVE PANELS ON DOUBLE BUNTING DOORS,PRIOR TO ORDERING.PROVIDE SHOP RECESSED WALL HEATERS(PTACS)SEALED TO GWB DRAWINGS TO GYPSUM WALL BOARD(GWB) ` ARCHITECT,FOR REVIEW. HVAC GR LLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VLBRAT ON ISO A'ION DEVICES FL1 313.17 G 312.42 G311.25 G311.83 FL 307.67 G 306.92 52 G 306.33 FL1 297.17 FL 301.67 G 300.92 G 305.75 55 54 53^ C 1 FL 1 294.67 G 296.42 G 300.33 C 2 A FL1 292.67 G 299.75 57 25 SIGNAGE: FL1 291 67 W/p G 293.33 58 56 A C I 23 XI- SALES OFFICE? W/p G 291.92 61 /`1 X2-SALES PARKING-a, G 2/o . 59 C 1 C2 ,q 21 X3-SALES PARKING-� 62 A 15 17 CLUSTER`" X4-SALES PARKING*- 0 DR C2 13 X5-SALES PARKING,- 64 BR 11 X6-DO NOT ENTER 9 CLUSTER X X7-DO NOT ENTER D L BR W Z W 'o E 00 a 5 7 CLUSTER'f c`0 3 KLE LANE HO- C cow CLUSTERZ HpNEySUC 0LUU <°` 1 c 19 Y L 33 0 o-= p o CLUSTER AA v+ FL1 313.17 _ CLUSTER BB -� O 5°O CC A 17 Z R 32 G 312.42 U = a CLUSTER O FL 305.67 Z z v gate to be 15 G 304.92 locked at all hoinlink fence times -' B L 22 N m c 15 Z L 31 FL 312.17 chainlink�ence 18 r 79 FL1294.67 51 BR ° > 3 13 YRO G311.42 gate n 27 G 293.33 4 20 r N BL F 1 5.67 A (+ G a 80 A 3 .92 IG05.92 0nFllW O67 BR r Z H11 ZL 29 FL1 311.17 G 292.92 20 m 9 Z R 28G 310.42 1 70 306.67D25 81 G 294.33 CI � 305.92 C2 305.92 O cn N n FL1 294.67 DR D 1 306.67 18 rn z H 7 YL 27 FL 1 310.17 W/p 18 p 082 FL1 295.67 A �, rG 305.92 mG 309.42 G 293.92 3 c 23 A G 294.33 305.92 45 � 5 Z R 26 1/ 7cZ c m Z 305.92 C2 Z 16 25 FL1 309.17 rn r C 1 G 294.92 3. •0 44 3 Z G 308..1 FL 1 295.67 D R 7O o n N W/O 86 16 O Z 21 83 0 7 43 G 304.42 S , Y R 2a Z G 294.92 m o. C2 mo 0 m 14 note: `o cn FL1 296.67 m 40 42 FL 305.17 maintain entire length of w r 19 G 295.92 C 1 A G 304.42 international drive free FL1 296.17 rn N B L n 5 from dirt&debris at all w/O B L 70 85 304.92 r c 011 87 14 70 A I� N `�+ times e'r' G 295.42 1 305.67 A 12 70 A G 303.83 0 o�\� e+`�'o� Z p G }� (� 304.33 39 p C 1 41 note: <<oc �`Ge ot`�1 N 3 NO TRESPASSING �� ��0 o�``o J O 91 rt, W G 297.42 C`, signs on all gates `tea o� c` CL N FL 1 297.67 O DR A 17 C2 GB ro oc �.o NOTE: LLJ W/O 12 C2 04.33 38 10 sales FF 306.50 tipG 5 2`'�� S,��o FOR DIAGRAMMATIC PURPOSES .� G 296.92 FL 298.17 O parking sF Goc ONLY. REFER TO CIVIL 00 89 G 297.42 n DRAWINGS FOR ALL RELATED n n rG SITE WORK. J v+ 15 A /�� +directional Q const.sign LEGEND: FL 1 298.17 B L 10 w98 92 G �, G 297.42 37 BL 8 A- "A"UNIT "P X1 BR-"B RIGHT"UNIT F- Q G 297.42 O C 1 90 FL 303.67 O BL-"B LEFT"UNIT U } n 13 G 2.92 tp F Cl- "C"UNIT.MASTER UP LU -I.- -0 C2-"C"UNIT.MASTER DOWN F_ O O y % b DR-"D RIGHT"UNIT 0 = Z Z L 94 G 296.42 0 o 'L DL-"D LEFT"UNIT Oo � C 1 C� F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT �_ U 93 DR 8 C2 ��. co Gs� YL-"Y LEFT"UNIT U < w FL 298.17 11 �� 70 36 Fp Ol ZR-"Z RIGHT"UNIT U Q J w W/O FL1297.17 C0 FL1303.17 W U < co 4 ° ZL-"Z LEFT"UNIT w U Q G 297.42 G 296.42 �o A +stop sign G 302.42 0 N 95 co 301.42 C 1 W/0-WALKOUT 6 27 O <Gf, 9 A G 295.83 FL 1 302.17 35 2 +stop sign flog man+ 2 G 302.42 97 C 1 !sue �� G 300.83 C2 .1` A � G 296.42 4 ��� fit C 1 96 34 © 4(l Cl 25 CI O FG 3012.7 A s 7 G 300.83 18 F1 G�lF� O 2 FL1V2977.17 98 Z% 100 G 293.42 © 1 C`lG l� y 23 7 G 295.83 C 2 2 c<` O +stop si C 1 'F'� 41 = 3 99 5 C 2 FG1293.42 ©7 O A 16 21 B L = n` O ! _ VJ 7 1 101 G 302.42 5 CeG G 300.92 Z G 295.83 3 A G 292.83 5 C 2 14 yelp 11 U F L 1 303.17 C<1G 102 G 302.42 12 19 C 1 FL 1 301.67 �, O sl�P C 1 00 O C G 300.92 O C 16'x50' �� �N2 O G 302.42 GJ 12 anti-tracking 1 o��`�c C 1 lF.P A �- G 289.42 pad cr O8 10 O Cl 17 G 300.33 = 1 103 18' OCG� G 301.92 A G`f�� 13 N FL 1W/O 17 gate �5�� G 289.83 pas/$soil 9 C 1 = � u) G 289.42 C 1 8 o`c fence FL 1 302.67 C 2 8 15 u N Gr 78 FL 291.17 G 301.33 ^^,,� • G 288.83 104 A G 289.83 10 W N gate for construction C 1 77 �14 G 298.42 FLl 288.67 105 6 ti entrance&exit to be 15 G 289.83 `.J W/O C2 �� unlocked&open during 13 J G 287.92 S� construction activity only. A FL1 291.67 C 1 ` G�J at all other times this gate 13 76 G 290.92 FL 1 299.17 nn 11 109 4 must be closed&locked ° C 1 15 G 298.42 W e& 72 4 11 A • D L F�--.. 1 1 G 291.83 - Q BL FL 1 293.17 0• G 297.83 O G 291.83 N 2 �� CJ 7 9 70 G 292.42 FLl 294.67��� C 1 16 O j6' � JS��� C 2 blacktop C� C 1 69 G 293.92 �00 9 0 Q & 5 106 P osIFR// 7 A 68 66 lavender lane to z_ N 0 O O G 297.83 A 107 G 289.42 R/M O C 1 be paved 2nd 17 = I R 5 B R week of 9/20 7 C 2 `j G 3 FL 1W/O 17 s F z C�UsT 3 r FL 1 299.17 C, C 1 ���G 108 G 289.42 12 C/USTER✓✓ F FR GG 1 �� 18 G 297.83 JS o 5 A G� G 288.83 C 1 C/US TER j 1 10 CC EE DR A8 USTER yH 10 75 7a p C 1 G 298.42 ,q - i C2 6 CLUSTER 6 110 FL1 288.67 G 290.33 fF CLUSTER DID3 W/p FL1 291.67 73 21 C 1 n cc� FL1 299.67 I G 287.92 W/O 4 G 298.42 �G 20 G 298.92 j I G 290.92 G 290.92 4 ° DR z ' g 0 0 0 I I 71 DL F L 1 B R 299.17 22 A � 1 FL1293.67 W/O O 70 I I G 292092 67 65 G 298.42 C2 2 FL1 294.67 23 FL1 295.67 UNIT "C2" LEFT UNIT "A" UNIT "Cl" RIGHT GW/o 2 W/oG298.a2 G 294.92 I-4' 12'-4 I-4 12'-4 -------------------w----------1_��L�L-----------------------------L / ♦ ^ � � M'-,, DECK ABOVE � -, 12"COLUMN t8„ GONERS—� 8„ i 3 O"GONG. 1 0'GONG. , A3 0 50NOTUBE 50NOTUBE I i FOOTING FOOTING i i V-4" 1'-4 2,_4 ' -24"xb0" i I 0 /,-I-�\�I`.♦ ,-I•.;-I`.` 'I'����'�♦, BLUESTONE i I —'- -�►- ;-L / i -�J_i�_t �J}- Z Z"' < E m 1 SLAB ' �1 - t� I \ /\ \♦1/\h / \♦ /\I♦ / ,�,�,OC 00 0,o 36'--i" `t'`t mot/mot/ ,t/�t _n C W U > .9) �o ' „ ; EGRESS HELL 1O„ ° 10" o o 1 -Oyu 23-3y2 5' w/STEPS 35'-4" - " 51 o r --------- r ------- V = a------------------------------------------------------------ -------------------------------- U °` ^Z -------------- -------------------------------------- - I 37b3 LSPIT- -TTEMPERED--37b3 SPIT-_-_-_-_-_ - - 0 Q ------------------------ ------------ ------------------------------------ --------------------------------------------------- TEMPERED - ----------------------------- �_�2xb TEMPERED i I i i i r----- , " 1 (TMP') + I 8;' I1 0' 2x4 STUD HALL i I � oEn N SEE DETA LS 10 w 10(X 36"HIGH 0 i i �•f/� �� w GUARD/ I N HANDRAIL 1 I I - . I ' ------- I I I I ------, 1 I -i EffA 'I + , , a a , 3 3 , FINISHED UNFINISHED ; j ' ' z _------ UNFINISHED I BASEMENT UTILITY j ; N ------- N UTILITY ; I z FINISHED __ __ , I _ O � uj + BASEMENT --CL-- j N► I o , 1 I I i i 2x4 STUD HALL, _ 'Lb 1 , SEE NON-WALKOU' 1 - + BASEMENT FLOOR + I , SEE DETA LS +b�,• 1 I O PLAN FOR i I I ' tiO 2x6 STUD HALL INFORMATION IN i j ; I THIS AREA— i I 0 I ' 2x6 INT.WALL ' I � I r L32"x60"TUBOWER° ; I Z j p N WALK-IN Q co co I I j o 5"0/2 C� m (L 6+6 BAT o I I , O u 2x6 INT.WALL CPT y CT z — O Z Z ��� Z 'v' J Q /�S 46'0. O OI to- `Lb}b > ° url O LL- N Z :� O I1 --------- ----------------------------- J----------MS`- ui I ' I i EJECTOR P T ' N Q r-----------------------------------------------I I ' ' w Q ------------------ , 1 PUMP FOR I r--------------- --------------� l ' ' BATHROOM ' ' ' I N i i i I I , I I I I OJTLINE OF ; STUD HALL.) I I ABOVE(TY: , O - 1 'I ELEC. PANEL 12"xl2"x4" WATER i 1 ^1 DEPRESSION AN + 1 I W IN SLAB ' i i = ' I U. Z ` r-----J I 1 + I I --- + I , W + ' i SEE NON-WALKOUT BASEMENT FLOOR PLAN FOR I r-� ; UNFINISHED I HVAC UNEXCAVATED O .�� INFORMATION IN III IIIL-JIIII SLAB ON, GRADE 1 Ij ry' O UTILITY THIS AREAL ca r—�! i I I I I N I 1 + + I I I I I 1 ' i 2 Lo L-----� I 1 ' + I A3 0 L ----� I z l 1 1 1 A3 0 j I wj N NU. I I I 0 of Q 1 I t 1 +---------------------------------- '+ LI- ----1011 aOax,jl III' II ----- ----------------------------- II ` • cn II1 1I 1' 1I If I ----------- I r-------- -- wZ,, 1 ,r w � I lz 5' ---------------- ---- L r I 0-4J I J I I r I 3 1 , J'�--� I r I I + 1 z I f 1 ' r-----------------------J I U- r .D ; rJ UNEXCAVATEd; r------i_ i ' I I i t I o, i i i SLAB ON 3 a I `----_- J I I L--------------J + I , �---------- ,Q I caA _, A3.0 I U' IL _----------------------- I L -------------"----- i xi '7'-10 o 4 - 6'_3" 5y ` c al - a I BASEMENT FLOOR PLAN w/ WALKOUT 2 BASEMENT FLOOR PLAN z • SCALE I/4"=I'-O" SCALE:I/4"=I'-0" FLOOR AREA"C2,C2M,CY UNIT. z BASEMENT: 792 SQ.FT. FIRST FLOOR: 1,654 SQ.FT. SECOND FLOOR: 1,001 SQ.FT. - TOTAL: 3,447 SQ.FT. - GARAGE: 503 SQ.FT. 0 2' VOLUME: 32,436 CU.FT. �COMP05 TE -36"H.PVG s DECKING GUARDRAIL A I WD.DECK OR BLUESTONE PAVER 3 i 3 z z Im a)o f°• ,A3.0 12"COLUMN A3 0 "'(�°C C co o'c i2-4" GONERS I-4"I FLAT ROOF BELOW _ i o a N Q K iT O olll# ----------------------------- --- ----------------- - r- - C W U 0 W o. po I I I I I I I I I I 1 O O N.p LP LP ROOF _J L_J L_J L_J L_J L_ p GUARDRAIL w/ i ABO�/E i I _ V U � �Z o v GATE 36"H. V i I „� a ABOVE GRADE I 2'-4" II10'-bY2' Ib'-�" "1'-IY�'' I --------------- ---- JGJ Gj r---------------------- ------------------- 11 -� -----Y- h��TEMPERED ��TEMPERED i I 30 III I I 1 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT i 3763 3763 CSMT 3763 CSMT 3763 CSMT NI F TEMPERED TEMPERED TEMPERED TEMPERED I CSMT ( C.V �� U (3)2X6 fV b� I^+ r------------------- ------; ,.� fTYP,? 1 \0+ (3;2Xb(TYP.) 1 I I I � - UP 'L 1 1 1 (5)2X6(I YP.) I 1 I I I I 0 ;- I I I * t I 3b'HIGH j•� � iy- ' I � GUARD/ 1 I HANDRAIL o _0 ml I111 1 1 I I I r ------------------- I I I LIVING _ I I i BEDROOM#2 III I I I r----------- - I _ rl ' a W I i I I O I I 1 ROOM ' MASTER dJ m I In ' BEDROOM _ '° ' " I 1 i- r 1 ' _ STAIR A/C 1 � ry I I cli 36'i W PREFAB`9 = I i i N .p i i Iii VENT FREE GAS I I� I =140'-AGE I i i ��—12"DEEP � I Z 0 1 50FFIT, I V) ri� I I&"WIDE > � " �'-3Y2" � � , 1 I I w A3.1 A3 I I f'-IOY2„ N OPEi\ I'-4y2„ L L� BELOW -- -- ---------- Or'Eh o• AA'U ITS ON i ABO/E +�� DN i i ~ DN O +b0 I O GONG.PAD i tib @ MC I i i N w `Lb O 1 10 c'• I I i N CV O° cv i co Qi N p I= v CL r a; 3 :2 TYP) 0 WALK-IN N Z 00 I - i N ' DINING ; -b�. e+b� MASTER > N \ �� CL i r Q I ti BATH I w m , WI ROOM �, o i N �36"HIGH I 0.. Q ' Y2' �7o I r 1- GUARD/ g c C LJ b'-412" 9'-10" 3'- 2" i , I N HANDRAIL } +'0 O O C , ° Z tie �w 0 Z j O �+ MC I 1 0 ° > J WALK-IN ti 1 " = o o I Z U- N O ------ In O • ' o0 o f r O I I 1 z O I ---�---- CL I 7 " — a3.o ED SHOW =ry A3.0 A3.0 v , I In HALL O BATH M B. =ry A3 0 ttl i i 1 w,' EMP ED I '^ I W O I I I ry ~ ry 1 I 8-3Y.2 ° I Q' W cv I w GLA OOR i _ , i _ J - SI'NK____Q10(-- cn j I ry m I , " 0 In U U 1 2x8 INT.WALL w Q flihF I ---- to uri •9 ma 1 Till I j 1 L---------------- tv ° cn 0 KITCHEN J N we I w O j W - 1I 2x6 INT.WALL I BATH o o 20 I I I 1 Z `� ' I 4-b 6'-3 ° Q r, . - I L " I O p O O v> I I o I i 30"X30 B' Z= ' i I ATTIC i N r i 3 0 0 I cv ACCESS - F, I O 1 1 a I I •• Z U. METER I I ' z' L I i i ,Lb' '\ GARAGE WAL 5 a , 1 w WALK-IN �t ' t ' lu CL05ET w/ CEILING TO HRVE 5/e" ( I CL I r W ,[ WEATHER - p = TYPE"X"GYP.BOARD LI EN 0 °a I O 5TRIPPED `9 REF Ix �� I I p �a ' I b' 0 i 7 DOOR d m +6e9 O li 2'-5Y W HEATER- a" 6'_ly�" 5'-OY2 6'-b,`' �' i C E t68 C L co Li GRILLE - 0 In r-------- --- ------------------- I = nl b I 1 W GARAGE N C , N w '1-5 ' b" V • 2 s. CL N a3.o °6 0 AUNDRY ————— A3.0 A3.0 I ; ; I A3 0 N r--------------- I I I 1 BEDROOM#3 _ 0 I I 2-412 8'-0 " I I � , '� , `� 12"DEEP d I I I I SOFFIT, I FOcn YER 68 I I I 18"KDE ; .� 01 _ = i o. 5ELF-GLO5 NO 20 I i (3)2X6 T"P ' I E c\jc�1 i i m �`SG�66. fi MIN.RATED DOOR i I L---- ---- - ------------- I N O to ' ' ' i 3763 CSMT 3763 CSMT 3763 CSMT _ 1 TEMPERED c'• 2959 CSMT 1 1 6f6 16'0"x8'0"OVERHEAD ' \ B• I -------------------- _ _ N LAV1 ------------ -- -------------D' D O - I IK TEMPERED C ' (TYP') (3)2931 CSMT m '3 _ --------- 7 I �__ , _O„ A3 0 1 ------ --------------� DEGORATI✓E v BLUESTONE 4'--l" 4'-'7' 2'-0" 16-o I'--r" RAILING WALL --- - ABovE� TERRACE I 3 LINE OF WALL BELOW A3 0 ( • 1 1 2 SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE: I/Il 1'-0" FLOOR AREA"C2,C2M,C3"UNIT. SCALE I/Il 1'-0" BASEMENT: 792 SQ.FT. FIRST FLOOR: 1,654 SQ.FT. - SECOND FLOOR: 1,001 SQ.FT. TOTAL: 3,447 SQ.FT. 0 2 4' 8' GARAGE: 503 SQ.FT. VOLUME: 32,436 CU.FT. 1/4'=1'-0' 3 � FLAT ROOF BELOW ALUM. 'K"GUTTER A3 0 -J l- L-J L-J -J L- ZZW WDO EO' TLI WALL BELOW I u, c co Q o,0 �- -� Nam= >� cP D.os. D.S.o D.S. oD.S. o -E ui W o Q O --- Q O c c r-------------------------------------------------------------- ---- ------------------------ j Q 47 U = L a) V �z o I u I I, , , D , I C. , o I , , , , , I , I I I I � , I I N Z , i o , N I I w I � I I , , O 04 i , z o , i CL -� I i I LL. Q A3 o A3 o 0 O O EPDM OOF Z MEMBR a w N O PER F .SLOPE Z Q z , o i 0 I � Lu U � Q w U Q I I , I ' I � I I O I , I , , s , ! I LL. Z D.S.o L J O O ND FRAMED I c Z.A2 i CH MNEY w,` I 2 THIN5ET BR GK A3 0 I VENEER I N Lo U N , o, N J I I Z o D V) I , I , ir- ZRA,L NO BELOW N 3 ALUM."K GUTTER LINE OF HALL BELON A3.0 ol ROOF PLAN _ SCALE:1/4"=1'-0" �C 0 2' 4' 8' 1/4'=1'-0" BLACK ALUM. GAP �--FIBERGLASS/ I I --FIBERGLASS/ THINSET BRICK ASPHALT ROOF ASPHALT ROOF VENEER 5HINGLE I I SHINGLE I METAL FLASHING METAL If H MNEY I �--METAL FLASHING FLASH NO AT � i i AT THE HEAD OF ALL WINDOWS 4 AT THE HEAD OF �' ALL WINDOWS 4 ROOF�TYP! . i i DOORS(TYP.) \\ DOORS(TYP.) 1 12 12 --Ix PVC TRIM Ix PVC TRIM® 12 12 I I 10v •� Q8± EAVES 8 EAVES + ,% N10 `.` ' RAKES(TYP Z Z u, m o a RAKES(TYP.) 8-� ,�, 7 I I 7 �\ 8 "'2 co u 00 oc STEPPED METAL 8 �\ ��' A3.1 I A3.1 �`�` A3.1 G"U '— & ,� 6''K' STYLE �� � FLASHING AT ALL A3.1 I WHITE ALUM. I `� 54 PVG TRIM °C � °o ROOF TO SIDEWALL �� I AROUND O — 5 c INTERSECTIONS(TYP ,' GUTTERS w/2 x 3' ` WHITE ALUM. . DOORS AND V = a� v WINDOWS(TYP oUe Z LEADERS(TYP.) `. U —STEPPED METAL D.S. ��� D.S. FLASHING AT ALL GEMENTSOARD �% �. ROOF TO SIDEWALL 01 D SIDING,54"REVEAL 6""K"'5 TYLE INTERSECTIONS TYP 11 WHITE ALUM _ 9Z � I GUTTERS w;2"x 5" I -—GEMENTBOARD A3•1 I ,`, HITE ALUM I 51DIN6,5)4 REVEAL Q� 12 \ J WLEADERS(TYP.) I AROUND RIM 10v r i D.S. DOORS AND / A3.1 12 WINDOWS(TYP.) 2 T.O.SUBFLOOR ----- —-—- -—-—-—-—-—-—-—-—-—-—-——-—-—-—-— -—-—-—-—-— —---- D.S. — -- -------------------- ----- - rLA7 EPDM —-------------- �10 -- DECORATIVE T.O.SUBFLOOR ROOF 6' K"'STYLE 2 RAIL.N67 GUTTERS w/2"x 5" WATER METER I WH TE ALUM. CLOSET I LEADERS(TYP.) BEYOND 12"SQUARE 12"SQUARE O Q COLUMNVER OVER I z COLUMN II D. WD COLUMN------- I D.S. DES. so COI/ER OVER Lu ND.COLUMN—,_ r- r 1 � - �— T.O.SUBFLOOR - - --- ---------- - - —— - - -- —-- —— — IJkT.O.SUBFLOORIRV -- —--— --- — — ----- y. N ' i i i �� I I LEADER INTO i BLUE T�NE TERRACE /3 —FIN15H GRADE I I BLUESTONE 1 1 FIN15H GRADE Z N 'r--�I I I I DRAINAGE I I I I I I I I I I / 4 1 i I I 1 I ON GmNG.SLAB—-- -A3-1; I I I A3.I I I A3.2 I I I I 1 PAVER TERRACE I I �-� 1 I 1 I I I- 1 I I I I -----SYSTEM(TYP.)'-1"1 i I(J V ll J V 11 �3 1 (J V �1 +�— J L-------- J L I SIM I L--------------------------------- J L 1 I I I - ------ I I I I --- -}-- IL J L-------J L-------'� 1 I Q 1 L-T 1------------ rJl I r ------ J r------ I , w \ �- I I I I I I I 1 1 I / L I I I I I I I I I 1 I w ^` I I I I I I I I I I I Lu vi i FRONT ELEVATION I I z REAR ELEVATION o f I 1 SCALE:I/4"=I'-0" i i SCALE:1/4"=V-0" i 0 Z I I I 1 I I _T.O.SLAB 1----........ --- --- T.O.SLAB rJL----------------TJ L------------------J L1 rJ I L---------------------------------------------------------------------------------------------J L-I Z ui Q Z I I I I I 1 L J I � ----J H- X w w w U J w o-- -BLACK ALUM uj N UN 'A"BEYOND U cl NIT"A'BEYOND GAP —FIBERGLASS 1 ASPHALT ROOF THINSET BR GK \ 5HINGLE ✓ENEER GENERAL NOTES: 1. SEE EXTERIOR ELEVATIONS a SECTIONS FOR ALL R.O.S TOP PLATE HEIGHTS.UNLESS ,�'� O OTHERWISE NOTED. 12 METAL CH MNEY 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED. / �10 FLASHING AT = 3. 2x6 NOM.EXTERIOR WALL FRAMING a 2x4 NOM.INTERIOR WALL FRAMING,TYPICAL, ,�' ROOF(TYP S UNLESS OTHERWISE NOTED. 12 _ 10v - METAL FLASHING �� Z AT THE HEAD OF ALL WINDOWS @ = ui ,[ DOORS(TYP - O No WINDOW/DOOR NOTES: 3 1. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS.AS SHOWN ON ELEVATIONS. / A3•P _ O 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 5/4 PVC TRIM C 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. AROUNDIL = I`j 4. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. DOORS AND �'� �`` WINDOWS(TYP. ^' r I I 1 x PVC,TR M® I • EAVES P. 1 I DECORAT✓E N RAKES TYP i p EPDM PAN RA LING I FLAT EPDM R O_OF 12 2�?ItT.O.SUBFLOOR x JW ZD _ I - • I - E 54 PVC TRIM = cV I F CORNERS(TYP. N 2 T- z 12"SQUARE 2 El ❑Q 12'SQUARE COLUMN A3 2 D.S. COLUMN COVER OVER COVER OVER VV.COLUMN r-------i r-------I , h , WD.COLUMN +i I 1 I I -CEMENTBOARD T.O.SUBFLOOR - I ---I I---- I -—-—-—-—-—-—-—-—-- -—-—- ---------------- --- ---------- -- --SIDING 5�a'RE✓Ef L--- _J L------J ` 1 I I �—(5)ELECTRICAL LEADER INTO WATER METER CL05ET I r I I I A/G UNITS ON { FINISH GRADE 2 IBl�UESTONE TERRRG ' _ • GONG.PAD METER LOCATION DRAINAGE w/WEATHER STRIPPED SON GONG.SLAB —� GUARDRAIL w/ SYSTEM t TYP.)-- DOOR 8 HEATER I I 1 I I� II II III II II 1 I GATE 36"H. ------_----J I I .9 L---� 1 I= II a III n II I I ABOVE GRADE I r----- C41,*, - I �T I 10 r-_n--,r•- a- -1 I 1 `tI I SI 11 11 I EGRESS I I 1�==J`_=9IF= JL--41 1 1 WINDOWS IN I I I I°ry I Jr- I -r-- I 1 I I I I 11, I I II III II I r I I WELL W/STEPS I I I ICV 11 II III II II I I I I - LL-��-J1L- 3 SIDE ELEVATION I 11 ---SCALE-I/4"--1--0"---- I 1 0 2' 4' 8' T.O. LAB I I 1 ri L------------ B J LT-------------- --- I I 1 = L----------------'----------J------- , F$ERGLA55! A5PHA_T ROOF 5HIN5-E i �--METAL FLASHING ' AT THE HEAD OF ALL WINDOWS 4 DOORS(TYP I 12 \ 12 ---Ix PVC TRIM Q 8± % 10 EAVES I • r( RAKES TYP E `�`. �88 au 0 ac r co 0� A3.1 A�31] v��M ago uq 6""K STYLE I �'� ''H~ Q rn° WHITE ALUM I �`.` 54 PVC TRIM IY 0 W c 0)c ISSUTTER5 w,2"x AROUND O `0 c v WHITE ALUM. `.` DOORS AND U x o LEADERS TYP.) �� WINDOWS ITYP.i U , 0 o U `. STEPPED METAL Q �`. D.S FLA5141NO AT ALL `. ROOF TO 51 DEKALL INTERSECTIONS(TYP.) 11110 1111110 I CEMENTBOARD C. SIDING,W4'REVEAL D.S. 0 A3.I f f 12 r-LAT EPDM 2 JkT.O.SUBFLOOR I ----------------------- ------ IF ------------- 10--- 6' K"'STYLE 0 -- r WH TE ALUM ---- \ GUTTERS wi 2"\5' \ WH TE ALUM rl i LEADERS(TYP) x 12'SQUARE � N COLUMN COVER OVER O HD COLUMN D.S. D'S. N 5b'H.PVG w GUARDRA L , T 0.SUBFLOOR -_ - - - --- ---- O 2 SQUARE Irl CV COLUMN i z O COVER O✓ER HD.COLUMN -CZ 00 \Q -I / >` yy! i i i 2x4 P T WD- Lu i r i i 1 NAILER5 REGE55ED LLJ i I I INTO END OF GONG O E FND.WALL 0 z ' B T.0 SLAB - ------------- - -- - - i i i - O Z LLJ Q z UNIT A BEYOND -B_AGK ALUM X L-F,NISH GRADE I " ' J\T'A"BEYOND °- W i GAP �- U j V ` 1 1 ' FIBERGLASS V � w r�I ---------------------------- --------------------- ------ `�------------ ASPHALT ROOF -HiN5ET BRiC� U J ' -----' \ 514 NGLE VENEER uj uj u o REAR ELEVATION w/ WALKOUT SCALE 1/4"=1'-0., ��:' 12 METAL CHIMNEY 7110 FLA5HIN5 AT ,[ ROOF(TYP) 12 O 10� METAL FLASH NO AT THE HEAD OF ALL W NDOW5 I DOORS TYP --- W 3 , U z 54 PVC TR-M .' F_� \` w AROUND ,' � - � so DOORS AND O W NDOW5 TYP 1 , O Ix PVG TRIM O EAVES I ; n RAKES;TYP.' 1 DEGORAT✓E \ �I Lo EPDM PAN �-RAIL NG FLAT EPDM i dJ N U ROOF I C W I = 2 T 0 SUBFLOOR ------------ --------- I -------------------------------------------------------------------------------------- -- 12 N ----------- J 2"SQUARE COLUMN W COVER OVER - WD COLUMN c $ CORNERS TYP = 0 N � O D.S. 2'SQUARE O 56 FI P✓C I COLUMN COVER OVER GUARDRAIL_____` , -' r-------I r-------I HD COLUMN N - ' I ,'1,T O SUBFLOOR CEMENTBOARD * - ---------------------------------- ------ NO,- - i I 11 I i I I I I I u L-- ---J L------J 2 SQ.,ARE - COLUMN i i i i i i L' 5 ELECTRICAL A,G UNiT5 ON -WATER METER CLOSET COVER OVER 1 1 I I I I I I I F NIGH GRADE w WEATHER 5-RIPPED B IUESTONE TERRAG II' _ 1 1 1 1 I. I u METER LOCATION GONG PAD HD.COLUMN- i i i! O GONG.SLAB- 1 -\ DOOR I HEATER 1 I I " ,EADER INTO i------ - -----J L- � II u STEPPED SYSTEMGTYP'-- r-----------------J _ 0 ' 1 • I - *--rr--,�--Tr----- FOUNDATION WALL i II li I 11 II I I u 1 11 1 . 2x4 P.T.HD.NXLERS 0 16 oc II u - ' 1" REGE55ED'NTO GONG FND WALL I B1-r T.0 SLAB u � I i I I SIDE ELEVATION w/ WALKOUT _- 2 SCALE 1/4"=1'-0" 1 0 2 4' 8' J l I ( 1 rJ L------------ __ ------------------------------------------- ---------------------------------------------------------------------` L I FLAT EPDM ROOF SLOPE 4"PER FT. y 12 N10 INSULATE SEPARATION WALL(TYP.) I 12 Z Z W O E P Lu y c 0,0 H ! Gn~ >O CO C W U Q w �� 12 0 oa �o 10 v V = a3i `v I U .Z o INSULATE � U SEPARATION a FLAT EPDM WALL(TYP) ROOF QEO 12 HALL Q BATH BEDROOM#3 10[// 56"H GH GUARD/ * f HANDRAIL {� 2 T 0 SUBFLOOR _—_—_ _ _—_—_—_—_— i u 2 T.O.SUBFLOOR O \ --——� — N5U..ATE _ _ = PERIMETER N cv' OF GARAGE WALK-IN MASTER v KITCHEN CL v BATH O FOYER LAUNDRY GARAGE O 0 p 6 w w J%T.O.SUBFLOOR_ _ _ _ _ O I T.O.SUBFLOOR ' T 0 SLAB — - - —-— --- --— -- DOOR I � No •1. ' INSULATE O FLOOR OVER f UNFINISHED UNFlN15HED 00 FINISHED WALK-IN _ BASEMENT CL BATH i UTILITY SPACE(TYP.) r 1 o LU i 4 T 0.SLAB ` Z B --- - -——--- _ 1 D T.O.SLAB --- _ N 0 o Q Z n BUILDING SECTION n BUILDING SECTION SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" �' J W w U Q 0 N 0 0 3Y2"FIBERGLASS 6 6 5Y2"FIBERGLA55 SOUND (2)1"GYP SOUND BOARD ATTENUATION ATTENUATION LINER PANELS Q� LL_ Z W —� 0 "o 0 L II i II - =J" HALL BEDROOM#3 = ` BEDROOM#2 v r 1 N �d a p v THERMAL B�ARGDYP FLAT EPDM = N d I FIBER OR ROOT= APPROVED LINER THERMAL I CLOSED CELL FIRE STOPPING 6„ PANELS T.O.SUBFLOOR __ = J APPROVED Ia SPRAY FOAM 277 ; 0 Z ^^11 F I RE 5TOPP NO - W � 5 SEPARATION WALL DETAIL �IN5ULATE SCALE 1-1/2"=1'-0" _ PERIMETER - S E P A RATION WALL DETAIL OPEN CELL"X" �L k T GARAGE - N iv �TYP 4 SCALE:I-I/2"=1•_0.. SPRAY FOAM 6„ ! 6' -o BEDROOM �MASTER MASTER �J I2"5OUARE - BATH GARAGE _ COLUMN p N COVER OVER WD COLUMN T.O.SUBFLOOR ! —--_ ----- -- - O 0 SLAB „pr i j T@ DOOR \ =_ r i i INSULATE \ _ FLOOR OVER THERMAL - UNFIN15HED = FIBER OR � L---J SPACE(TYP.) UNFINISHED APPROVED i (2)1"GYP. BATH FIRE STOPPING BOARD UTILITY INSULATE WALLS LINER PANELS ADJACENT TO Oi (y) 6 SEPARATION WALL DETAIL UNFINISHED SPACE(TYP) SCALE:1-1/2"=I'-0" B T.0 SLAB ---—— _ 0 2' 4' 8' i 3 BUILDING SECTI ON SCALE 1/4"=1'-0" 2x6 HP.LADDER ROOF CONSTRUCTION, w/BLOCK NO m ROOF CONSTRUCTION, ROOF CONSTRUCTION, SEE WALL SECT ONS META_ I6"o.c SEE WALL SECT ON5---� METAL SEE WALL SECTIONS ROOF CONSTRUCTION, ALUM."K" DR P DRIP SEE WALL SECTIONS—, GUTTER- EDGE -OY�' EDGE 2x HD.BLOCKING BETWEEN RAFTERS- \ m METAL TR) `r v/\ TRM DRIP 12 =� PA NT EDGE Ip� r a Ix8 PVG ALUM."K _ TRIM, Z Z Lu a)o E o' co 10 GUTTER- j Ix PVC -� `� I 1 PA NT ti(9 a)o o TRIM, Ix8 PVG G am.,V <F 2:; SIMPSON H-4 OR PAINT m Ix PVC TR M w 0 us c 0 0 0 H-5 HURRICANE I BEADBOARD PA NT s4' O _ 5 c CLIP EACH 5/4 PVC TRM 6' �" 12"5OUARE EXT.WALL EXT.WALL V = a3i a RAFTER(TYP.I EA.SIDE OF V ^z i COLUMN CONSTRUCTION CONSTRUCT ON U BEAM,PAINT WD.BLOCKING COVER OVER SEE WALL SEE WALL Ix8 PVC a \ HD GOLUINN SECT IONS SECTIONS TRIM, - ®16'o.c. ::: -\I — PAINT EXT WALL ROOF CONSTRUCTION 5 CONSTRUCTION SEE WALL SECTIONS RIM,PAINT SEE H s 6 PORCH EAVE DETAI L IN RAKE DETAIL DORMER RAKE DETAIL TRIM,PAINTS &M26�� 8 _ METAL � SCALE 1-1/2"=1'-0" SCALE 1-1/2"=1'-0" SCALE 1-1/2"=1'-0" DR P 12 d WINDOW A5 00 SGHEDULED- 36"H.PVC EDGE 10 f � GUARDRAIL 6 HD.WALL DECK CONST., ALUM."K7 51MP N H-4 OR A3.0 MAIN EAVE DETAIL FRAMING, SEE WALL / CLIP U EACH E G TT PI SILL SIDING d SECTIONS SCALE I-I/2"=I'-0" PLATE SHEATHING —0 4' RAFTE (TYP iA BELOW THI5 BELOW TH15 POINT HAS POINT HAS `n x8 PVC, TO BE P.T. TO BE P.T. m I" I TRIM case wn.i cove Rsnj x F✓G JI. PAINT ---- —----- TRIM PA NT _ Ix PVC, NOTE: m TRIM, dJ FINISH _ a z_ 4 r PAINT Ix PVG Z PRIOR TO INSTALLING SHINGLES.INSTALL GRACE'ICE 8 MULCH I =� BEADBOARD WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED. a 0 TYP.ROOF CON5T. RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES. �p I i 54 PVC,TRIM b",i �" 12"SQUARE N EAVES.RAKES.VALLEYS.HIPS.ROOF-TO-WALL EA.SIDE OF 54 PVC TRIM, i i I I COLUMN 1 • ASPHALT/FIBERGLASS INTERSECTIONS.AROUND ALL ROOF PROJECTIONS.AND ENTIRE PAINT P BEAM,PAINT COVER 0 VIER ROOF SHINGLE ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE.DIRECTLY TO b P.T.HD.BEAM HD COLUMN • 15#BUILDIN5 PAPER ROOF SHEATHING.INSTALL'ICE 6 WATER SHIELD'FROM THE • 5/e"EXT.PLYWD.SHEATHING EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR CONCRETE 12"SQUARE • ENGINEERED HD.ROOF WALL LINE. INSTALL PER MANUF.INSTRUCTIONS FINISH FOUNDATION HAS I COLUMN O TRU55 w/SPRAY FOAM I RADE TO BE ABOVE a COVER OVER , INSULATION 6RADE �1 PORCH EAVE D TAIL Q o II COLUMN SCALE 1-1/2"=1'-0" O • 5/e"GYP BOARD,PAINT �b DECK DETAIL TYP.FLAT ROOF CONST.TYP ROOF CON5T. • ASPHALT/FIBERGLASS FOUNDATION DETAIL 9 SCALE: 1-1/2"=1'-0' 0 ROOF 5HINGLE • EPDM MEMBRANE 00 TYP.SECOND FLOOR CON5T. • 15#BUILDING PAPER SCALE:I-I/2"=I'-0" 34"TdG EXT.PLYWD dS • 5/e"EXT.PLYWD.SHEATHING SHEATHING • FIN SH FLOOR • ENGINEERED HD ROOF 12 • 2x10 TAPERED HIP. Z � a) • 5/4'TIO PLYWD. TRU55 w/SPRAY FOAM lop' RAFTERS®Ib"o c. ROOF CONST.,SEE EXT.WALL CON5T., 2x4 CLG.JOISTS EXT WALL CON5T O C SUBFLOOR INSULATION C DETAIL 2/A3.1 SEE DETAIL 2/A3.1 x PVG BEADBOARD 5EE DETAIL 2 A3 F-- E • 12"FLOOR JOIST r' Z ' • 58 GYP.BOARD,PAINT V _ 3/a"PVG BEADBOARD SLOPE Ya"PER FT. W A3 0 `� T.O.SUBFLOOR ———— T.O.SUBFLOOR --SOFFIT—- ——— — T.O.SUBFLOOR _---------——— Z N Q Z _..J EAVE w/T.0 SUBFL00 CL 2 SUTTER' EAVE w ( J i ------- - SEE DETAIL GUTTER, ' S SEE DETAIL N Q EAVE w/ i i SECOND FLOOR 6 i i i i SECOND FLOOR N TYP.SECOND FLOOR CON5T , CONST.,SEE DETAIL A3 1 I i CONST.SEE DETA L GUTTER, i 3 IO , , 2/A3.1 2/A3.1 ,NT SEPARATION WALL BEE DETAIL • FINISH FLOOR A3.1 i UL-U33(b 2-HOUR RATED 3 • /a"T d G PLYWD. STG RATING 61 ----- - = I i SUBF_OOR • 2 ROWS 2x4 HD. • 12"FLOOR J015T O WINDOW AS 5 12"SQUARE I i Q STUDS®Ib"o.c.w/3)2 SCHEDULED • e"GYP BOARD PA N- COLUMN m I i FIBERGLA55 ACOUSTIC - - COVER OVER - ATTENUATION n = HD.COLUMN m • (2)I"GYP.BOARD TYP.EXT WALL r+ i L NER PANELS - t.- DOOR AS - Q • • CEMENT 4 SCHEDULED 12 SQUARE w Z p 1Y2 AIRSPACE,EA.5 DE J c CLAPBOARD w COLUMN -� • V2'SYP.BOARD,EA. O O i _ DOOR AS 0 v SIDE,PAINT • BUILDING WRAP \ TYP.TERRACE COVER OVER to SCHEDULED _ • Y2"EXT.PLYWD. m HD COLUMN C •,[ �i SHEATHING uj TYP.FIRST FLOOR GON5T. is • V2"RANDOM • 2x6 HD STUDS d� • FINISH FLOOR BLUESTONE O MUD ET J O TYP.FIRST FLOOR CON5T. ®16"0.6 w r • 3 • 4"REIN GONG SLAB r �' /a T8G PLYWD. s � O� SPRAY FOAM 5UBFLOOR • b"GOMPACTE • 31N SH FLOOR/a'TdG PLYWD IN5ULAT ON • I6"FLOOR JOIST GRAVEL BASEON z m • 5UBFLOOR • Y2"GYP.BOARD • 5/e"GYP.BOARD,PAINT COMPACTED IL FIRST FLOOR CON5T., F RST FLOOR CON5Tr— • lb"FLOOR JO 5T PAINT I SEE DETAIL 2/A3.1 SEE DETAIL 2 A3' NI SLOPE PER FT• 5&'GYP.BOARD,PAINT SLOPE Y"PE FT. s. ' 1 A3 0 �`� IJkT.O.SUBFLOOR — - IJkT.O.SUBFLOOR --_—_---- _— — IrjkT.O SUBFLOOR — -------- U ^ N T.O.SUBFLOO W • - FIN.GRADE •• N L L• J .I '•° I TYP.GONG.FND.WALL GONST z ••° ••° Q� • PROTECTION BOARD O GONG l` GONG.SEPARATION WALL WATERPROOF SYSTEM `fl SONOTUBE �� _ • • 10"REIN.GONG.WALL to FOOTING I - a • Y2 A R5PA10 REIN. OEG WALL ••,a • Y2"A R5PAGE _Ll FOUNDATION�xALL, FOUNDATION WALL, v, • 2x4 HD.STUDS®I6 o.c • 2x4 WD.STUDS® SEE DETAIL 2/A3.1 L— -----J SEE DETAIL 2/A3.1 T� 5 5 w/SPRAY FOAM - I6"o c w/SPRAY FOAM TYP.PA/ERB V INSULAT ON,EA SIDE `9 INSU_AT ON ••� • Y2"GYP BOARD EA • Y2"GYP BOARD PAINT •FOUNDATION W IVY'RANDOM 8 ALL w N T SIDE PAINT REIN GONG.FOOT NO 5LUE5TONE w/SAND •.I NOTE: �, SEE STRUCTURAL DWG s 4"SAND B1 NTS ED J 'I ALL WOOD tr FOR MORE INFO it NOTE: V ` IN DIRECT TYP.GONG.SLAB CONS- 6"COMPACTED ALL WOOD CONTACT w/ a • 4"REIN GONG SLAB a GRAVEL BASE ` IN DIRECT d0 TYP.GONG.SLAB CONST CONCRETE • 10 MIL.POLY VAPOR COMPACTED SOI1LL ` CONTACT w/ a I•• 4"REIN.GONG.SLAB SHALL BE BARRIER .� .� ,CONCRETE I•• � PRESSURE •� b"COMPACTED 2 SHALL BE • 10 MIL.POLY VAPOR TREATED. G PRESSURE I BARRIER RAVEL BASE ON GONG.SLAB,SEE GONG.SLAB.SEE PRE E - TREATEDSSUR ,q b"COMPACTED COMPACTED 501L DETAIL 2/A3. DETA L 2'A3.1 ••I GRAVEL BASE ON COMPACTED SOIL T.O.SLAB JAT.O.SLAB T.O.SLAB —_—————— d D D D B T.O.SLAB f •• • ,. • .• , 4"PERF.DRAIN O 4"PERF.DRAIN O 4"PERF.DRAIN O ' •a PIPE IN COURSE PIPE IN COURSE PIPE IN COURSE • I' GRAVEL,WRAPPED GRA,/EL,WRAPPED RE N GONG.FOOTING, GRAVEL,WRAPPED REIN CONC.FOOTING N FILTER FABRIC, --REIN.GONG.FOOT NO IN FILTER FABRIC, BEE STRUCTURAL DWG's IN FILTER FABRIC, SEE STRUCTURAL DWGs = CONNECT TO DRAIN— SEE STRUCTURAL DWG s CONNECT TO DRAIN FOR MORE NFO. CONNECT TO DRAIN FOR MORE INFO REIN GONG.FOOTING, FOR MORE INFO . SEE STRUCTURAL DWG s FOR MORE INFO WALL SECTION 2 4 WALL SECTION n WALL SECTION - WALL SECTION SCALE 1/2"=1'-0' SCALE:1/2"=1'-0" SCALE 1/2"=1'-0" 4 SCALE 1/2"=1'-0" ROOF CONSTRUCT ON SEE WALL SECT ON5 2x WD.BLOCKING TAPE OVER METAL NEW WINDOW 8 DOOR INSTALLATION NOTES. DRIP PLASHING REF D11G 5 FOR HEADER BETWEEN RAFTERS 8±v Np) P 51 ZE CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER METAL 5 FOLD SELF-ADHERED MARVIN SPECIFICATIONS,WOOD-ULTREX NSTALLATION FOR DRIP =� 4 fn PVC SLOPED GAP RUBBERIZED FLASHING INTO EDGE w/PVC SCOTIA(TYP. __� NFW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY OPENING AT JAMB5 8 OUTSWING FRENCH DOOR WOOD-ULTREX SER ES INSTALL OVER SILL END iYP.WINDOW PVG ALUM."K SELF-ADHERED INSTALLATION INSTRUCT ONS DATED 7-25-17 WINDOW ROUGH CASING,PAINT GUTTER RUBBERIZED FLASH NO GAP DAMS(TYP.) OPENING PREP 8 FLASHING METHOD A-MEMBRANE DRA NAGE OVER HEAP NAIL NO WINDOW R.O.HT. SYSTEM DATED 12-22-14. zzu+ a)O E0' FLANGE(TYP.) I SEE EXT.ELEVATIONS ,u O im N oU.co Vf- a)O BACKER ROD AND I Ix PVC BEADBOARD 51MP50N H-4 OR 0 rn 0- . )o INN H-5 HURRICANE SEALANT AT "'U c� � INSULATED GLA55 oc p u+ Ix PVC,SIDES,PAINT CLIP aEACH - 5 g PERIMETER OF W NDOW WINDOW SEE EXT O ~ � c RAFTER(TYP.) FLANGE TYP.- ELEVATIONS d W NDOW W NDOW AS U x t 2'HISTORIC PVC i SCHEDULE FOR TYPE SCHEDULED u P.,z o V x PG TRIM, SILL w/DRIP I DEGORATI JE PA N- SILL Q RAILING -- RUBBERIZED PAN WINDOW AS FLASHING SYSTEM w/END SCHEDULED GAP DAMS d BACK DAM D BETWEEN WINDOW UN T b EPDM ROOFING RUN C.UP SIDES d UNDER PVC,SILL 8 PAN FLASH NO STOOL TRIM(TYP.) WINDOW,ON 54 T 8 5 APRON,PAINT -- EXT.PLYWD a� SHEATHING,ON EPDM ROOFING,RUN UP SIDES a UNDER TAPERED FRAMING WINDOW ON 54"T86 EXT PLYWD. SHEATHING ON TAPERED FRAMING tP TYP EXT WALL CONSTRUCT ON SLOPE 4 PER FT EXT_HALL TYP. WINDOW DETAIL O SL PE�4"P ER FT. 12 CONS-RUGT ON O SEE WALL SCALE 1-1/2"=I'-0" - 10v SECTIONS 54x I P TRI PA T EPDM ROOF NO ON 34 T40 EXT.PLYWD 54 FVC SLOPED SHEATHING,ON 2x4 GAP w/PVC TAPERED FRAM NO SCOTIA(TYF. a ROOF CONSTRUCTION, EXT.WALL SEE WALL SECTIONS 6 DORMER WINDOW DETAIL o 54 PVC HEAD SCALE 1-1/2"=1'-0" CONSTRUCT ON 0 GA51NG(TYP. _ SEE WALL > 5EGT ONS w to TYP.FLAT ROOF CON5T. EPDM MEMBRANE O 5 - Ix pc------ '--''-'-\ 54x6 PVC JAMB Ix PVC • 5/4"TBG EXT PLYWD () 0 CASING(TYP.) 5HEATHIN6 A3.2 i TRIM, BEADBOARD v J N PAINT • :2xIO TAPERED D RAFTERS a o.G Q 0 71 2x4 GLG.JO STS ~ N ' ROOF CONST SEE -EXT.WALL CON5T Lu RECESSED WINDOW DETAIL • Ix PVC_BEADBOARD SEE DETAIL 2 A5 DETAIL 2 A3 cJ + Q .� I I SCALE 1-1/2"=1'-0" QO 3/4"PVC i SLOPE Ya"PER FT o,5 BEADBOARD ' ' TO SUBFLOOR .....-_ ---_ i SOFFIT i 2'PVC ----`-" H STORIGAL EAVE w ( `I 4 0 C 5 LL TYPEE�c GUTTER, ' C WINDOW AS i i 5ax4 APRON TYP SEE DETAIL J I ' U Z SCHEDULED ; T Y P. EXTERIOR w FLOOR V) 6 I I GONSSTSECOND SEE PETAL Z Q z EPDM ROOF WINDOW/ DOOR CASING A3.1 . ; i o J SCALE 1/2"=1'-0" I 2 A5 pz J Q I 1 1 I i DECORATIVE i i ' i U J w Q ~ RAIL NO w U Q SECOND FLOOR GONST.,SEE DETA L 2/A5.1 I2"SQUARE ; w i COLUMN 2 In DOOR A5 O T 0.SUBFLOOR --_ 56"H.PVC COVER OVER i p I^lD.COLUMN SCHEDULED---- Qr GUARDRAIL � 3 Ice GUARDRAIL w/ = nn11 GATE 5(o"H. W ABOVE GRADE EXT.WALL CONS` Z SEE DETAIL 2 A3 CHAMFER F R5T FLOOR CONST., w BOTH 51DE5 SEE DETAIL 2 A5.1 z 5/e TYP_"X'GYP I TYP.ROOF CON5T. O T.O.SUBFLOOR • ASPHALT/F BER6LA55 T.O.SUBFLOOR O BOARD 8 INSULATION -- - - L ROOF 5HINGLE _ ABOVE GARAGE • 15#BUILDING PAPER 12 q FIN GRADE-- . 5/&"EXT.PLYWD.5HEATHING nn`` • ENGINEERED WD ROOF - W r- TRU55 w 5PRAY FOAM I 1 z 4 1 ��_ L_i Lo P.T.HD.LEDGER w/ / N Q IN5ULAT ON OVERHEAD DOOR z J EGRESS STEI'5 FIRST FLOOR GONST., ; i METAL FLASHING ON TOPS `/ •°• 1 TYP.DECK CON5T. _ n` SEE DETAIL 2/A5.1 1 = W a ' • COMPOSITE DEGKINO N 6 1 • 2x12 P.T.WD.JOISTS a I6"o.c. + z A3.2 _ • 1 I - ' EA/E w/ °•• i (SUTTER, ^` 0 SEE DETAIL '• �• c\cv I I 1 O _ • -T 1 i WINDOW AS T.O.SUBFLOOR :° T_ ; SCHEDULED ; DOOR AS =n N --- _ --IRV ,• 6"GRAVEL w DRA N I ' SCHEDULED F_ SLOPE 4 PER FT i i 1 T.O.SLAB r TO FOUNDATION i 1 12'5OUARE �' C�DOOR •9 Q 30 PERIMETER DRAIN i EPDM ROOF COLUMNjk N 4, - MIN. LLI COVER OVER GONG SLAB,SEE 1 ' _ • ° L -1 WD.COLUMN GONG SLAB SEE °• DETA L 2 A5.1 ° I SLOPE Y' E PT. I e j DE'A L 2 A3 1 1 ry z •4 e• • • I I - � I I n DR VEWAY, _-Z T O SLAB •° I I i i dJ J T.O.SLAB '* -'- - Z - --- SEE 5 TE PLAN B z -- --. - ° B - ------------- ------- --------- GONG.SLAB,5EE :° _ '1 12 ' " ° • DETAIL 2/A5.1,NO ° ••° 1 10� R GIP INSULATION m� • 4, ° \\ I I \ •° % I I • • ,•• I I ° 2"R GID INSULATION 1 a' I I Z 2'-O MIN.EA. 8"FOUNDATION WALL w/ -10'GONG. �I ,Q D REGTION FOR REIN.GONG.FOOTING, 4 PERF DRAIN PIPE IN COURSE REIN.GONG FOOTING, i i SONOTUBE .01 ENTIRE LENGTH OF SEE STRUCTURAL DWG's GRAVEL WRAPPED IN FILTER SEE STRUCTURAL DWG's _ T.0 SUBFLOOR J FOOT NO 1 REAR WALL m FOR MORE INFO. FABRIC ____CONNECT TO DRAIN - FOR MORE NFO. ,' �� m WALK-OUT 1 ' -, WALL SECTION WALL SECTION WALL SECTION ' r I I I I 2 3 I i 4"PERF.DRA N REIN.GONG.FOOTING, SCALE: 1/2"=1'-0' SCALE 1/2"=1'-0" SCALE:1/2"=I'-0" L----------i PIPE IN COURSE SEE STRUCTURAL DWG's GRAVEL,WRAPPED FOR MORE INFO. WALL SECTION IN F FABRIC, 11 CONNECTNECT TO DRAIN - SCALE 1/2"=1'-0" 36-T 3'-2' S'-8' 36_7 CAMERA-O'NEILL CONSULTING ENGINEERS PROVIDE 4 INSTALL51MP50N o O -p p ,o-o� I,_I• StructuralEngmeenng-Design ABUbb 5T BASE 4 g�s g� CONG.FT6.REINF.W/#4 g� GONG.FT6.REINF.W/#4 g+'�s`'S lol Clock Tower Sq FASTEN TO .W/5/e DIA. �` x�. -5AR5 6 12"O.G.EA,BOT. �`�, BARS®12"O.G.EA,BOT. � "�% I 1'-4■ 1'-4' 1'-4' I Camera/O'Neill PO 8�M oe.S o:87i EPDXIED ANCHOR 1 co-wung Empiven 3 7543 ROD(b•EMBEDJ 0 b b'-10' 12'-4" 12'-4' L - J - 10'DIA.REINFORCED L - J 4 Of NEi�yY SOPIOTUBE PIER,TYP. 50.1 �P� V. 3'-2' 4 (B.O.F.MIN.3'-6' 3�_y 50.1 BELOW GRADE) V-2' 3'-2. 6'-10' 12'-4' 12'-4' p - BARS®2 OL.EA,BOT. - BARS B 2'OL.EA,BOT. - � a � o" 12'THICK GONG.FT6. r , 1 2 W O ' {L Z Z W � O• FASTEN FIRST WALL �5'-II' 1'-4' REINF.W/#5 BARS 6 I I I :�:,�:6� ?� v, a S �� STUD TO GONG.FDN. tq'-11° COORD.W/ARCHL I 12'OL.E.H.,BOT. L---J --- 10'DIA.REINFORCED L---J I �'`- r 0'"W C 0 , ;;� 0 O t p o (j SOh10TUBE PIER TYP. = O _ WALL W/HILTI TYPE X41 q 'n N< POWDER ACTUATED 50.1 5. (B.O.F.MIN.3'-b' V = t; FASTENERS AT Ib'OL. _ 5TA66MM - [B.O.F_-14'-O']- -------- [B.O.F. 41 50.1 [B.O.F.-10'-10'] BELOW GRADE) PERMIT SET ------ ------- 1 ----- ------- -- - -------- - -- %- ---------------- -- ,.-, ADJACENT I --- - --,-_.. - -- --- - I ADJACENT a r- T.O.SHELF --- - T.O.SHELF i L UNIT I - - ------ ------------ ----I J: L UNIT [-10'-20] T.O.WALL -1 [-10'-2� I I FOUNDATION I T.O.WALL PROVIDE 4 INSTALL BEAM ATION J �D _ ---- = I ®13EAM POCKET AND P.T.BEARING � TA.WALL i T.O.STEM 50.1 [DOOR N ' _ T.O.STEM --r [-0'-S►4 POCKET PLATE TO HATE •' I-- 4 T.O.WALL [-9'-b') 51M ._ :c [-q'�•] I [-I'-6►`s7 BEAM.PROTECT O = Q I :o FT6.STEPS I UNTREATED LUMBER WITH , TA.WALL T.O.WALL®WINDOW Bi11LD1H16 FELT,TYP. . 4• � . LL: I [GOORD.W/ [GOORD.W/ARGH'L] 4• CpC�'4(�Yr---� r--� • Y - I ARGHL) r--� O T.O.WALL STEPS I I Iru� 35 COL. ( I I 35 PROVIDE(4)FULL I T.O.WALL COORDINATE 1 I T.O.WALL HE16HT#5 VERT.BARS I FTC.STEPS I AT WALL STEP L� J L- O I ! AND DRAINABE V I I I I [-0'-5►4] •1 ARGHL DW65. LE -_j L � I l I6'-10►.' 3'-615' 14'-IDY - ---- 16-10►: 3'-f�5' 14,-ID: PROM 05 BARS AT 24'O.G. I I VERTICALLY 4 HORIZONTALLY ON WALL.PROVIDE T.O.WALL r 05 DO INTO FT6.TO MATCH I 4 p I I [-0'-�4] 1 VERT.REINF. I PROVIDE 4 INSTALL X2' I r of I I CAP AID BASE PLATES I z I F ttg 502 "' I rw PROVIDE 4 I TALLY L I PROVIDE 4 I TALL V L- '�.�PWM6FI 'GAP AND BASE AT ALL O BASE AT ALL 3'- '' 14'-IOW I 'SPRIN6FI GAP AND 14'-1096' f LALLY ,TYP. I = TYP. _ N 10'WALL I I I Z O 4 I. I 10'WALL 10 WALL Q I 4• I'-10'FT6. �' • GOLY I'-10'FT6. I CpLY I'-10°FT6. J -- T.O.5LAB -- - @� CL O, ELEV.-ci,-b' a) '-" 1 I T.O.SLAB Z >` 3 I ELEV.-9'-b- 3 O O I I SLAB DETAIL O I PROVIDE PROVIDE#4x48' O I 5LAB DETAIL ° 0 Q E I 50.1 DIA60NAL REBAR ' I 50•I D AG,NAL REBAR 0 -- QD AT RE-ENTRANT li 1 AT RE-ENTRANT Z 4- 1 4'NORMAL HT.GOhIG. SLAB LL m I 5LAB CORNERS. LL Z O O SEE DETAIL T.O.WALL O T.O.WALL j •• p T.O.WALL �. O O Z Z I O BEAM � I 4°NORMAL WT.GONG. TA.WALL I 1 1 POCKET o [-0' �D AIL P OCKET o [-0' t L 1 [-I'-d4) I ADJACENT I I [-I'-G►4'] I ADJACENT U J I I- ----- ----- ---- -- ---• I UNIT I � ----- ----- ---- -- ---� I UNIT N Q � PROVIDE a INSTALL BEAM I T.O.WALL - I FOUNDATION T.O.WALL -• I FOUNDATION LU LU iU [-0'-51'4 PROVIDE 4 INSTALL BEAM POCKET AND P.T.BEARING PLATE I --- I [-0'-5 4] AS REQUIRED TO ACCOMMODATE I ------- ---- ----- I - b POCKET AND P.T.BEARING PLATE I BEAM.PROTECT UNTREATED I I ^ PROVIDE 4 INSTALL BEAM A5 REQUIRED TO ACCOMMODATE I PROVIDE 4 INSTALL b I LUMBER WITH BUILDING FELT I POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED BEAM POCKET AND P.T. 50.1 I I BEARING PLATE TO SIM T„ LUMBER WITH BUILDING FELT --I BEARING PLATE TO SIM p AC.C.OMMODATE BEAM. ;� p I p ACCOMMODATE BEAM.PROTECT _ L ii TED LUMBER WITH BUILDING IN THE EVENT OF SEPARATE `r I PROTECT UNTREATED IN THE EVENT OF SEPARATE I -�� O p FELT POURS,PROVIDE 4 INSTALL#5 .•I O LUMBER WITH BUILDING POURS,PROVIDE 4 INSTALL#5 I. ' 1 I m x 30'LONG DOWELS 6 12'OL. O FELT x 30"LONG DOWELS®12'OL. K VERT.DRILLED 4 EPDXIED INTO m VERT.DRILLED 4 EPDXIED INTO I I 5 FON.W/b'EMBED. '� 5 FDN.W/b'EMBED. � C 12"THICK GONG.FT6. I I SIM SO.I 10'WALL 12'THICK GONG.FT6. SIM 50.1 10 WALLa) REINF.W/#4 BARS® I - I ' f REINF.W/#4 BARS O I SLAB DETAIL � � Z SLAB DETAIL 12 O.G.EA,BOT. 12°O.G.EA,BOT. 2'-y:I .. I 50.1 I'-10 FT6. I• 2'-50 SO.I I'-10'FT6. �, K [B.O.F.MIN 3'-b' BELOW GRADE] __I [B.O.F.MIN ADEI ° w •• � BELOW GRADE]� r ° • V 10 WALL 4'NORMAL WT.GONC.� _ 10•WALL 4'NORMAL WT.GONJG.� J= 1 O I'-10°FT6. 5LAB-ON-6RADE. O j �} O ° O V I i I SEE DETAIL ►- I I-10 FT6. SEE DETAIL �.1 A < • b'WALL 1 I 3 ,n 6.WALL I �S 3 c m in i i TA.SLAB 50 2 in I h T.O.SLAB 50 2 r I T.O.WALL ELEV.-1'-0'6 GARAGE DOORS I I T.O.WALL ELEV.-I'-0'6 GARAGE DOORS 0 1 [GOORD.Wv � I � [GOORD.Wu •.•• I a NLO ARGH'L] I I ARGH'L] v Cie PROVIDE NT.#4 BAR L-- T.O.WALL f I _ rL i I' ? U . • T.O.WALL PROVIDE NT.#4 BAR- T.O.WALL a) ENTERED AT T OF WALL 1 1-0'-54'1 I ENTERFJ7 AT T OF WALL 1 [-O'-%] T.O.WALL I VJ AND CONTINUOUS 2X3 [-O'-5►'4°) I GONTINIOU� 2X3 I [-0'-514� f N SHEAR KEY AT WALL BASE I IN THE EVENT OF SEPARATE I SHEAR KEY AT WALL BASE I IN THE EVENT OF SEPARATE POURS,PROVIDE 4 INSTALL#5 POURS,PROVIDE 4 IN STALL 45 x 30'LONG DOWELS B 12'O.c. I I x 30'LONG DOWELS®12"O.G. ip 5 I - 5 I VERT.DRILLED 4 EPDXIED INTO t VERT.DRILLED 4 EPDXIED INTO is 50.1 j 1 FDN.W/b'EMBED. T.O.HALLI i ADJACENT -�' S0.1 I T.O.HALL .:. I UNIT JAGENT FDN.W/b EMBED. O O LL J _ FOUNDATION I I I FOUNDATION ° _ T.O.WALL O O IC I-! T.O.WALL ®DOOR I T.O.WALL e . dp I _ T.O.WALL 6 DOOR 4' 1 ° [-0'-sr--,°] [----- --r-e•]---- 4' I ° ° I (-0'-5V l [-r-e•) r --- I L---- --- - 0 1 ------- ----- -- - ----- -1 - i �--- - --- o i -------- ---- ----- r to I _ m I m ______ _ ___ _ I �;----- I T.O.WALL - --- ------- - -- I T.O. '4`] [BA.F.-4'-b'] ---- ----- -� TA.WALL I ----------- - ------ E 5K I ' I i I " [-0'-5N4'l I I [B.OF.-4'-b°] Q IDE(4)#4 VERT. -J `P I •• BARS AT PIER I r L---- - 8 m BARS I ,- I----- 50.1 50.1 4 I rt 50.1 ;o I i I 4 I rt I 50.1 1 j, T.O.WALL I I �'-8"F%. -- ---- 1 J T.O.WALL I I �'8°FT6-- 10 tl'-108' tlb'-3' tl'-10'S' 10 i I - ---- z [_I-4] 8•WALL ti'-105' tl6'-3' tl'-IVS' SO•I I -- ---J 8•WALL b GOORD.W/ARGHL 50.1 I �_-- ---_j I b GOORD.WV ARGH'L _____ ---------J _____ _________� 1 L 50.1 ---------- I L ----------J 50.1 q'-2' 19'-�' l'-10° q'-2• z 8'-2' a • FOOTING SGHEOULE FOOTING FOOTING B FOUNDATION PLAN-WALK OUT BASEMENT ID TAG, SIZE REINFORCING,FOUNDATION PLAN-EGRESS WINDOW m SCALE:I/4"=1'-0" A "_• " 2'-ONZ-O x12"THICK (5)#4 E.W.BOT. SCALE:I/4-I-0 FOUNDATION PLAN NOTES: F25 2'-b°x2'-b"xl2"THICK (4)#4 E.W.BOT. I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" "x'-O"xl "T I 4 #4 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, o PIERS,FOOTINGS,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 40000 GUT-OUTS, UTILITIES,PIERS,FOOTINGS,SLABS, 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH t 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND 8 V THICK"SPRINGFIELD"GAP AND BASE PLATES AT ALL LALLY COLUMNS ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION a SPECIFICATIONS a ti CAMERA-O'NEILL CONSULTING ENGINEERS 40 INTERIOR CONCRETE Structural Engineering.Design SLAB ON GRADE w/bxb s :oa Clock Tower Sq WI.4xWI.4 W.W.F.SLAB Camera O'Neill SHRINKAGE CONTROL JOINT v CONCRETE SHALL BE Cauultn h g Ergines P 3872 �'�' (PROVIDE SAWGUT JOINT O 0 —n 3000 psi MIX W/NO PROVIDE AND / ~ ADDED AIR ENTRAINMENT. INSTALL CORNER 36• IN GONG.SLAB AND FILL w/ , EPDXY AFTER SLAB GURES) BARS SPACI AT LALLY COLUMNS,PROVIDE AND INSTALL " of-NEW fn RUN NOR BARS OF HOR.WALLNG "5PRIN6FIELD"GAP AND BASE PLATES. V. 9 • CONCRETE FILLED LALLY COFASTEN GAP PLATES TO BEAMS W/(4)-1/2'DIA.LAG 10 MIL.POLY.VAPOR x ,,x. _,x LONG •: REINF.E.F. COLUMN,SEE PLAN SCREWS AND FASTEN TO CONCRETE FOOTINGS WITH(4) PROVIDE d INSTALL SIMPSON P.T.POST, '� 9 RETARDER.LAP EDGES DIA.EXPANSION ANCHORS.TYP. ABUbb(OR ABU44 AT 4x4 SEE PLANSb"MIN. POSTS)STANDOFF BASE d , C LL =Z,�, r, E v. ` •' tin SHIM SPACE.COMPLETELY PACK FASTEN TO CONCRETE PIER W/ n^,, _ _ L.+ :,GGo o°8 • WITH N.5.GROUT TO ACHIEVE FULL Motu b"THICK COMPACTED , • BEARING ONCE COLUMN 15 SET IN PLACE DIA.EPDXIED THREADED `. '' C? '�'— i c o� GRAVEL BASE LAYER. •• ANCHOR ROD(5 EMBED) =� �` c,;;U QChe m CIL GONG.SLAB ON 0 UNDISTURBED VIRGIN SOIL T.O.SLAB EL. GRADE,SEE PLANS PERMIT SET OR COMPACTED GRANULAR FILL U = U •• � r\Z U CONCRETE WALL INTERSECTION I z o lo'DIA.CONCRETE 50NOTUBE a =x-�-,k,'x-x-x x x-'x-x-x-w-x, . , I.5AWCUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. ' OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING ' ,• ; I 3 5A<AMIN&EQUIPMENT. PROVIDE AND INSTALL OUTSIDE r' CORNER BARS TO MATCH 51ZE AND B.O.FOOTING EL. _j 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB FOOTING SIZE AND (3)#4 HOOKED PLAN,OR AT SPACING OF HOR REINF. SEE PLAN FOR PROVIDE d INSTALL MAXI"SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING 36° � z �' SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH v REINFORCEMENT DOWELS m 8 TO WIDTH RATIO. j . 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED PLASTIC STRIPS INSTEAD OF 5AWGITTI%.SUBMIT GATAL06 CUTS FOR TYPICAL SECTION THROUGH INTERIOR FOOTING - B.O.FOOTING OL APPROVAL PRIOR TO USING. 3 4.INSTALLATION OF ALL NON-5TRUGTURAL CONCRETE 5LAB5-ON-6RADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, PROVIDE AND CONCRETE 50NOTUBE DETAIL,TYP. AGI-360 AND AGI-302. INSTALL INSIDE 2'-b"MIN.LAP (2)#4 BENT BARS 4 SCALE:3/4"=1'-0" CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND 1 TYP.INTERIOR SLAB ON GRADE DETAIL SPACING OF F.E.F.HOR 5GALE:NONE WALL •' STEP VARIE5, `n 1 SEE PLAN Q • 12° (31-0'MAX) N > I .2 'MIN.LA LU 36° P 2 .. APA RATED WALL (TYPICAL) CONTINUOUS FOOTING SHEATHING,SEE CONCRETE WALL CORNERS (2)#4 CONT.AT GENERIC.NOTES. O s BOT.OF FOOTING 2xb WOOD STUDS 0 16'O.G. N m b'MIN. (2)#5 GONT.AT - NOTED OTHERWISE. TRIPLE 2xb 51LL(P.T.ON BOT)FASTENED ON UNLESS TYP.REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING FASTEN PLYWOOD TO ALL To CONCRETE WITH J'DIA.x 12"LONG SCALE:NONE DOOR JAMB BEYOND PLATES WITH bd NAILS 0 4' HOOKED ANCHOR BOLTS®4b'O.G. AND � O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL O, 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®IT 36° ENDS,AND DOOR OPENINGS. N SCALE:3/4"=1'-0" COORDINATE 5LA13 EDGE O.G.0 GARAGE DOOR J L DETAIL WITH ARCH'L OPENINGS 24°F PROVIDE AND INSTALL FELT BOND PRpy�l�5 T.O.WALL BREAKER WHERE SLAB 15 POURED < d0 � AGAINST FOOTIN6/WALL,TYP. GONT.#4 NO51N6 v LLJ T.O.SLAB T.O.SLAB LU 0 E 2x6 WOOD STUDS 0 16"O.G.UNLE55 2xb WOOD STUDS 0 Ib'O.G.UNLESS II X_\� EL.5EE 5 ,—. ,y. .5EE P N NOTED OTHERWISE IN PLANS OR NOTED OTHERN15E IN PLANS OR `. O O SHEARWALL SCHEDULES. SHEARWALL 5GHEIDULE5. JNT.O.WALL Z 5EE J 1 CONG.SLAB ON #4 GONTINilOt15 BAR GONG.SLAB ON O Z Z DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED 2 GRADE,SEE PLANS ®TOP OF WALL GRADE,SEE PLANS TO CONCRETE WITH J"DIA.x 12°LONG TO CONCRETE WITH In DIA.x 12"LONG #4 GONTINUOU5 BAR G - b"WALL 8°WALL J HOOKED ANCHOR BOLTS®48 O.G. AND HOOKED ANCHOR BOLTS 0 48 O.G. AND TOP OF WALL b°(MIN)FROM BUILDING CORNERS,WALL °T36 APA RATED b"(MIN)FROM BUILDING CORNERS,WALL 'T46 APA RATED 4 to Q ~ ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR 6"TYP GONTINUOUS CONTINUOUS p h p T.O.SUBFLOOR T.O.SUBFLOOR BEVELED 2x4 b' t BEVEL ED 2x4 � SHEAR KEY,TYP. � TYP. SHEAR KEY,TYP. EL.5EE P J . T.O.WALL T.O.WALL v v m •' FASTEN PLYWOOD TO ALL_0EL.5EE PLAN 'IV EL.5EE PLAN PRE-ENGINEERED FASTEN PLYWOOD TO ALL . — — PLATES WITH 8d NAILS®4° PLATES WITH bd NAILS 0 4' FLOOR TRU55E5, f •. f B.O.FOOTING B.O.FOOTING - O.G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. SEE PLANS EL.5EE SEEPLAN (2)�5 CONTINUOUS # (2)#4 CONTINUOUS (2)�4 CONTINUOUS BARS 0 TOP OF WALL •' BARS 0 TOP OF WALL FOOTING SHALL BEAR ON BARS®BOTTOM OF FOOTING SHALL BEAR ON BARS®BOTTOM OF PRE-ENGINEERED TOP CHORD - NATURAL,UNDISTURBED I-b FOOTING NATURAL,UNDISTURBED 1-b FOOTING W BEARING FLOOR TR►_55E SUB-GRADE OR PROPERLY 5UB-GRADE OR PROPERLY 7 SEE PLANS GONT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. .` L TO GONG.W/0.151"DIA.HILTI TYPE ! P.T.2xb BLOCKING BETWEEN X-U POWDER ACTUATED FA5TENER5 SECTION THRU GARAGE DOORS SECTION THRU GARAGE WALL ° Uj TRUSSES FASTENED TO GONG.K/ 0 Ib'O.G.5TA65ERED.CEILING 1 8 J O 0.157 DIA.HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED SCALE:3/4"=1'-0" SCALE:3/11'-0" �O ACTUATED FASTENERS,MIN.(2)PER TO LEDGER W/(2)bd NAILS O BLOCK.GEILIN6 STRAPPING SHALL s L-- • BE FASTENED TO BLOCKING W/bd C m L 1 • NAILS®b°O.G. .•• � ^` � }"APA RATED WALL 2xb WOOD STUDS®Ib°O.G.UNLE55 N SHEATHING,SEE NOTED OTHERN15E IN PLANS OR LO GENERAL NOTES. 5HEARWALL 5GHEDULE5. N «' DOUBLE 2xb SILL(P.T.ON BOT)FASTENED FASTEN PLYWOOD TO ALL — ^^`` 10'WALL •. 10'WALL PLATES WITH bd NAILS 0 4° TO CONCRETE WITH in DIA.x III LONG 36• W 01 O.G.EA.PLATE,TYP. HOOKED ANCHOR BOLTS 0 48 O.G. AND c N b (MIN)FROM BUILDING CORNERS,WALLIssin- n I: ENDS,AND DOOR OPENINGS. #4 SLAB DOWELS®12° 24" O.G.0 TERRACE $ _J • JkT.0.5TEIVI GONG.SLAB ON / FOUNDATION r z ^^`` EL.5EE PLAN GRADE,SEE PLANS T.O.SLAB W EL.SEE `• #5 GONTINUOUS HORIZ. • BAR®TOP OF STEM T.O.SLAB •' • b°STEM ' '. PIF •T.O.SHELF r JkT.O.WALL J 1 N PROVIDE AND INSTALL FELT PROVIDE AND INSTALL FELT EL.SEE PLAN IDE AND INSTALL FELT EL.5EE PLAN 2 `r GONG.SLAB ON CONTINUOUS BOND BREAKER WHERE BOND BREAKER WHERE • 4' BOND BREAKER WHERE GRADE,SEE PLANS Ile SLAB IS POURED AGAINST SHELF "> SLAB 15 POURED AGAINST CONTINUOUS SLAB 15 POURED AGAINST (1)#4 CONTINUOUS - 8°WALL BEVELED 2x4 FOOTIN&/WALL,TYP. BEVELED 2x4 FOOTIN&/WALL,TYP. FOOTIN6/WALL,TYP. $A�®TOP OF WALL N SHEAR KEY,TYP. SHEAR KEY,TYP. �5 CONTINUOUS HORIZ. 101.WALL a CONIC.SLAB ON GONG.SLAB ON n CONTINUOUS v &RAPE,SEE PLANS " ;� GRADE,SEE PLANS BAR®TOP OF SHELF b TYP t �D 2x4 6 .. TYP. TYP. CONTINUOUS SHEAR KEY,TYP. • �- ,: BEVELED 2x4 v z SHEAR KEY,TYP. b° m •. ,. in f p TYP. .• - Q • O r• x • • -_' •• -! B.O.FOOTING B.O.FOOTING B.O.FOOTING NI EL.VARIES .V RIES .SEE u SEE PLAN I-Io• (2) 5 CONTINUOUS SEE PLAN I,-Ion (2) ✓CONTINUOUS B S CONTINUOUS k ° FOOTING SHALL BEAR ON BARS®BOTTOM OF BARS®BOTTOM OF BARS®BOTTOM OF • Q NATURAL,UNDISTURBED I-b FOOTING v FOOTING v FOOTING B.O.FOOTING +' 5UB-6RADE OR PROPERLY m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON NVEL.VARIES COMPACTED GRAVEL FILL. " 0 NATURAL,UNDISTURBEDSEE PLAN 1-10 (2)#5 CONTINUOUS NATURAL,UNDISTURBED BARS®BOTTOM OF SUB-6RADE OR PROPERLY SUB-GRADE OR PROPERLY v FOOTING z GOMPAGTED GRAVEL FILL. COMPACTED GRAVEL FILL. m 10 5EGTION THRU TERRAGE FOUNDATION z 56ALE:3/4"=1'-0" a CC/ 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b 5EGTION THRU FOUNDATION-PARALLEL FRAMING q SECTION TFfROUC�Fi WALKOUT FOUNDATION SCALE:3/4"=I'-O" t SCALE:3/4 I'-0" SCALE.3/4"=I'-O" c Q r 'c h CAMERA-O'NEILL a/ CONSULTING ENGINEERS Structural Engineering-Design :oi Clock Tower Sq Camera/O'NeM Portsmouth,Rl 02871 esa.3os 7542 Ca •my Engmew 51N6LE 2x4 SOLE PLATE,TYP. Of NEW Y ` — COV. 9,f. 2x4 WOOD 5TUD5®16"O.G. .G 2x4 WOOD STUDS®I6"O . PROVIDE CONTINUOUS 2x4 "RIBBON"FASTENED TO EA. ' 5HEARWALL.SEE 5HEARWALL PLANS d 5HEARWALL.SEE 5HEARWALL PLANS a FLOOR TRU55 W/12d NAILS SCHEDULE FOR ADDITIONAL C _ _Uj W c co E% SCHEDULE FOR ADDITIONAL INFORMATION INFORMATION ,��` l� W 11 o c 01 r... H_� m au 51N6LE 2x4 SOLE PLATE,TYP. T.O.5UB-FLOOR U U ^Z o PROVIDE CONTINUOUS 2x4 " GO°RD.W ARCH. PERMIT SET Td6 PLYWOOD GOO F TINE a "RIBBON"FASTENED TO EA. 5UB-FLOOR QUI S W/ FLOOR TRU65 W/12d NAILS p PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS f PRE-ENGINEERED WOOD FLOOR TRUSS,SEE PROVIDE Y4'DIA.x 6'LON6 PLANS PROVIDE AND INSTALL TRIPLE 2x4 51MP50N SD5 SCREW FASTENED STUB P05T(NOT SHOWN)BELOW ALL THROU6H DOUBLE TOP PLATE AND DOUBLE 2x4 --- JAMB AND P05T LOCATIONS ABOVE. INTO PRE-EN&II�RED TRU55 6.G.NOTE: TOP PLATE,TYP. DOUBLE 2x4 TOP PLATE,TYP. BOTTOM CHORD®24'O.G. PRE-EN6INEERED WOOD FLOOR TRU55 BEARING REQUIREMENTS SHALL BE COORDINATED WITH TRU55 DE516NER 2x4 WOOD 5TUD5®16"O.G. 2x4 WOOD STUDS®I6"O.G. 5HEARWALL.SEE 5HEARWALL PLANS a 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL INFORMATION INFORMATION h w 2 SECTION THRU FRAMIN6 AT PARTY WALL SCALE:3/4"=1'-O" O NO O, cn J 5 L- 0 C 2x4 WOOD STUDS®160 O.G. O O 5HEARWALL.SEE 5HEARWALL PLANS a 2x4 WOOD STUDS®16"O.G. Z Z Z SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS®Ib"O.G. 5HEARWALL.SEE 5HEARWALL PLANS a O INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WOOD 5TUD5®Ib"O.G. d SCHEDULE FOR ADDITIONAL INFORMATION 5HEARWALL.SEE 5HEARWALL PLANS d K- tii J TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED INFORMATION TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED SCHEDULE FOR ADDITIONAL h Q L TO CONCRETE WITH I"DIA.x 12"LONG 51N6LE 2xb 50LE TO CONCRETE WITH I"DIA.x 12"LONG INFORMATION w0 N QQ HOOKED ANCHOR BOLTS®48"O.G. AND PLATE,TYP. HOOKED ANCHOR BOLT5 0 4&"O.G. AND 6"(MIN)FROM BUILDING GORNER5,WALL GOORD.FIRE RATING is T46 APA RATED 6"(MIN)FROM BUILDIN6 CORNERS,WALL ENDS,AND DOOR OPENIN65. REQUIREI`-`IE IT5 I� PLYWOOD 5U5FLOOR ENDS,AND DOOR OPENIN65. ARCH'L DW65. T.O.5UBFLOOR L.5 P PROVIDE AND INSTALL FELT BOND � r6T.O.WALL T.O.WALL BREAKER WHERE SLAB 15 POURED Q EL. PLANL. PLANA6AIN5T FOOTING/WALL,TYP. T.O.SLAB K —EU.S P LAN { -- (2)#4 CONTINUOUS GONG.SLAB ON (2)#5 GONTI!UOJS PRE-EN6INEERED TOP CHORD BARS®TOP OF WALL GRADE,SEE PLANS U. Z BEARING FLOOR TRUSSES, '• 10'WALL C • BARS®TOP OF WALL � '� Uj SEE PLANS � � } CONTINUOUS O P.T.2x4 SILL FASTENED TO GONGRETE 6° f c O BEVELED 2x4 WITH I"DIA.x 12"LON6 HOOKED ANCHOR i BOLTS®45"O.G. AND b"(MIN)FROM TYP• SHEAR KEY,TYP. ca BUILDIN6 CORNERS,WALL ENDS,AND DOOR OPENINGS. x N ,O B.O.FOOTIN6 IV .ME P _V cv (2)#4 CONTINUOUS N FOOTING SHALL BEAR ON I'-10" BARS 0 BOTTOM OF NATURAL,UNDISTURBED FOOTING 10'WALL 5U5-6RADE OR PROPERLY COMPACTED&RAVEL FILL. S J G)!5�CALE: TION THRU GARAGE AT PARTY WALL VJ 3/4"=I'-O" m •- `' E e j Ln ft GONTINJOU5 PROVIDE AND INSTALL FELT BEVELED 2x4 BOND BREAKER WHERE N BAR ,TYP. - SLAB 15 POURED A6AIN5T b" FOOTINC7A ALL,TYP. c NP GONG.SLAB ON 6RADE,SEE PLANS C4i Y B.O.FOOTING - EL.VARIES o • SEE PLAN (2)#5 GONTINUOU5 BAR5®BOTTOM OF c v FOOTING m FOOTING SHALL BEAR ON x NATURAL,UNDISTURBED 50-6RADE OR PROPERLY COMPACTED GRAVEL FILL. v 0 SECTION THRU FOUNDATION AT PARTY WALL t: SCALE:3/4"=1'-0" a CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering Design 101 Gook Tower Sq cAmera O'Neill Portsmouth,Rlo287i 44< Ca+wninq Engn s SM-308.7q,1 GENERAL NOTES: CONCRETE NOTES: 5TRUCTURAL LUMBER ENGINEERID LUMBER: OF NEw I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 4000 PSI AT 26 1.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION V. '9 DIMENSIONS,ELEVATION5,6RADE5,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 43%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR CO 5H01^PI ON STRUCTURAL DRAWING WITH EXISTING FIELD CONDITIONS STRESS-GRADE LIR-IBEi2 AND ITS FASTENING"OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. 9 AND ALL CONSULTANT PRAWIN66 AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE SWB46TH OF NOT LESS THAN 3000 PSI AT T' 6EOTECHNICAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM 6RADE5 AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: STUDS:CONSTRUCTION GRADE 5PRUGE-PINE-FIR,FG=1000 P51,E=1100,000 P51, ��.. w W S o°s 2.ALL 516NIFIGANT DISGREPANNGIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 P51 AT 28 DAYS J015T5/RAFTERS/BEAM5:5PRUGE-PINE-FIR NO.2,FB=B-i5 P51,E=1,400,000 P51 �R '+"f` ? c N U v THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). PRESSURE TREATED LUMBER:SOUTHERN PIPE NO.I,E=1,400,000 P51 �� a �w� >�_ c CONTENT01 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb 6 Ib'O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL ;���`�y °L W 0 t o CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLAB5,AND STUDS ADJACENT TO STEEL GOLUMN5 SHALL BE FASTENED TO FACE OF COLIIHN WITH HILTI X-U POWDER DRIVEN �- ~ C°a N ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TEST'S CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT TESTING LAB ON FASTENERS 6 I6'O.G. U = t 3 6EOTEGHNIGAL,MEGHANIGAL,ARGHITEGIURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC,YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO PERMIT SET U I.,Z o TRADES DRAWIN65 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE M IR43ER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL NUMBER OF STUDS Q U CODE INFORMATION AND DE516N LOAD5(EXCEPT A5 NOTED): AT EACH END,LNLE55 NOTED OTHERWISE. b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC,),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 160 NAILS.NAIL RELATED REFERENCE:ASCE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL 15 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF 5PAGIN6 SHALL BE IN 2 ROWS,SPACED 8'O.G.FROM BOTH SIDES STA660ZW 4'APART. CONCRETE USED ON SITE.MIX OB16N SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF ai NOTES_p _ ,I WOOD TRUSSES: FLOOR LIVE LOA05: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN65 SHALL HAVE NOT LE56 THAN ONE JACK STUD AND TWO FULL GENERI.WOOD TRNOTES65B SHALL N DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE GONNNEGTED WOOD RESIDENTIAL: HE16HT 5TUD5 AT EACH 51DE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN65 SHALL HAVE NOT LE55 THAN 1.HOOD T PUBLISHED BY THE DESIGNED PLATE INSTITUTE. PRIVATE ROOMS d CORRIDORS SERVING THEM:40 P5F 6.ALL REINJFORCIN6 BARS SHALL BE ASTM A-615 6RADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING LtU55 NOTED OTHERWISE. PUBLIC ROOMS d CORRIDORS SERVING THEM:100 PSF 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 51MP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRU55ES AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANGHOR5 PER 9.6EN®RAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND SMOLT AND ROOF LOADS/FACTOR5: ENGINEERING REVIEW.SHOP DRAWIN66 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMPSON LSSU SKEHM AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 125'X20 TRUSS MAAUFAGIURERS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F SUBMITTIN6 TO ARCHITECT.SHOP DRAWING 5UBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.RIDGE STRAPS(10 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 6ROUND SNOW LOAD(PC):30 PSF BENDS,DETAILS,ETC,. DRANN95 BEARING SEAL AND 516NNATLRE OF THE DESI6N PROFE95IONAL ENGINEER,REC715TERED IN THE STATE FLAT ROOF SNOW LOAD(Pf):30 P5F 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HAN6ER5 DESIGNED FOR THE RILL CAPACITY OF THE SUPPORTED OF NEW WORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):ID LE ALL AN 2'-'OR BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 30,BUT IN NO CASE SHALL THEY BE MEMBER SUBMITTING TO ARCHITECT.SHOP DRANN65 SHALL INCLUDE BUT ARE NOT LIMITED TO:T965 LAYOUT PLAN; 540H EXPOSURE FACTOR(Ce):ID LE55 THAN 2'-0°OR 48xDIA. TRUSS DETAIL SHEETS SHOWING,CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER 9.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGN®TRUSSES UNDER ALL PARTITIONS RUNRNIIINI6 THERMAL FACTOR(CO:IA 11.ALL MELDED 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 PARALLEL TO FORGES,CONNECTION PLATE SIZES,PERMANENT BRAGIN6 REQUIREMENTS,TRUSS CONNECTION HANGERS FOR 6EOTEGHNIGAL FACTORS: PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRU95 ✓ME FROST DEPTH:3'-6' 12.ALL LDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESNi PANELS AT SIDES AND ENDS AND BE SECURELY DESIGNER),ETC. FROSTED SOIL BEARING CAPACITY:SEE'FOUNDATION NOTES'IT 15 f��UMED THAT WIRED T06ETHM 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. 4.TRUSS DESI6NER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING,CODE AND ALL THE SOILS SUPPORTING THIS CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL PRANIN66 FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRE551ON5 AND CUT 11.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15/32 APA STRUCTURAL I RATED SHEATHING.in HUBER'ZIP'SYSTEM 15 FURTHER REQUIREMENTS WAIVED IN THE STRUCTURAL AND ARGHITEGTURAL CONTRACT DOCUMENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND OUTS PERMITTED,'ZIP-R°INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL OB16N LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z SETTLEMENT,BUOYANCY,M.THE DEVELOPER,GENERAL.CONTRACTOR,AND/OR NOT LE55 THAN b'OIG.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL O SPA6ES MUST BE BLOCKED AND NAILED SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRU55 DESIGNER SHALL CAREFULLY OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL ENGINE TO A COORDINATE A ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MEGHANIGAL,ELECTRICAL CONTRACTORS WITHIN E OF BUILDING CORNERS.SHEATHING PANELS SHALL T INSTALLED TO SPAN AGR055 FLOOR LEVELS COORDINATE ALL LOADS DUE TO MECHANIGAL EQUIPMENT AND PLUMBING FIXTURES,INCLUDING BUT NOT LIMITED Q TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO AND LOCAL A6EN�IES. (CENTERED ON FLOOR SYSTEMS TO ACHIEVE GONfIN1011�UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO TUBS,SHOWER UNITS,WITH THE&L.,ARCHITECT,AND MECHVWIGAL DESIGN. N VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTEGHINIGAL ENJ6INEERIN6 REPORT. w 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5SB FLOORIN5 SHALL BE 3/4'TON6U E d GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I MLE55 PROCEDURES AND GUIDELINES 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:RISK CATEGORY:II REINFORCED CONCRETE'AGI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS®6'O.G. ROOF TRUST`TOP CHORD DEAD LOAD:10 PSF AND AGI-305/30b GUIDES FOR HOT/GOLD WEATHER CONCRETING. ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 PSF BASIC WIND SPEED(V):130 MPH 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM °Td6 APA SIRUGTURAL I RAZED SHEATHING. FLOOR TRUSS TOP CHORD DEAD LOAD:15 P5F O EXP05URE CATE60RY:B FLOOR TRU55 BOTTOM CHORD DEAD LOAD:10 PSF TOP06RAPHIG FACTOR(Kzt):ID Ib.6.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SFEftTHIN6 ON NON�dURVED SLOPING H3RAMIN6 SHALL BE MINIMUM 5/8'Td6 APA STRUCTURAL I RATED CV ENCLOSURE CLASSIFICATION:ENGL05ED b.TRUSS DE-516NER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6.C.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHHIN6. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TRUSSES WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF � INTERNAL PRE955ME COEFF 6Gpl:30.18(ENGL05ED BLDW GON50LIDATIN6 METHOD GONGRETE),REPAR PLACEMENT,AND S OF VIBRATION TO PRODUGE A FULLY THE LESSER OF SALIENT CORNER DISTANCE:6-0' CONSOLIDATED CONGRETE POUR FREE OF VOIDS AND/OR'HONEY-GOMBIN6'. 15.ROOF SHEATHING,ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT �4OR L/360 UNLESS SPECIFICALLY APR20VED OTHERWISE. ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48°OF I.WOOD TRU55 ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY W I-1.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REPAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. }G0M)PONENTS AND CLADDING:UNFAGTORED WIND LOADS ERECTION BRACING. I- ZONES I,2 d 3 ROOF WIND PRE55URE5 DESIGN,AND CONCRETE PLAGEP'ENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION 011. TRIB AREA ZONE I(FIELD) ZONE 2 NED6E) ZONE 3(GORIER) THROUG+IOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBING'AND VOIDS IN CONCRETE 16.ROOF SHEATHING,ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF#'APA RATED PLYWOOD 8.TRU55 SPAGIN6 SHOWN IN STRUCTURAL ENGINEERING,PLANS ARE FOR REFERENCE ONLY.GENERAL O 10 SF 30.4 P5F 35b PSF 35b P5F FOUNDATION.TEGHNIQUES,SUCH AS PRE-STA61N6 CONCRETE VIBRATORS IN CONN6,ESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STA66ERED BETWEEN 5L"E95IVE LAYERS.EAGH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP PRAKIN66 FOR ACTUAL TRUSS LAYOUT AND SPACING Z 20 SF 28.9 PSF 34D P5F 34D PSF CONCRETE MIX DE516NS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE aPPORTIN6 FRAMING WITH 8d RINK-SHANK NAILS 0 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 0 b 50 5F 26 PSF 32D PSF 32D PSF CONTRACTORS DISCRETION. 5TA66ERED BETWEEN NAILS FROM SUGCE551VE LAYERS. 100 SF 252 PSF 30.4 PSF 30.4 PSF 15.CONCRETE VOIDS AND EXCESSIVE"HONEY-0OMBIN6'SHALL BE DOCUMENTED AND REPORTED TO THE O E 11.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL.EDGES IN ZONES 4 d 5 WALL WIND PRESSURES ARGHIIEGT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD.PAR61NI6,DRY-PAGKINI6,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR W a) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING Z }_ 'RIB AREA ROPE 4(FIELD) ROPE 5(CORNER) GONTINUOtUS PANEL EDGE SUPPORT AND FAS7ENIN16. 10 SF 33.0 P5F 40.1 PSF 516NIFICANT VOIDS. LL O O 20 SF 31b P5F 38.0 P5F 18.ENC71NEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP 1� 50 5F 2qb PSF 343 P5F 5TRUGTURAL 5M L HOB` DRAWIN65 FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP PRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED Z 0 0 Z Z 100 SF 28.4 PSF 31.6 PSF I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISC SPECIFICATIONS AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LEN6TH5, LATEST EDITION. 500 SF 252 PSF 252 P5F CONNECTION HANGERS,BLOCKIN6,BRID61N6,AND SQUASH BLOCKS. LU FOUNDATION NOTES: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(H)SHALL BE A5TM A992 FY=50 K51.BASE PLATES, J 19.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(ESL),AND PARALLEL STRAND LUMBER(PSL)SHALL U CHANNELS,ANGLES,AND MISC.STRUCTURAL STEEL SHALL BE A5TM A-36,FY=36 K51.ALL SQUARE AND BE VERSA-LAM BY BOISE CASCADE OR EQUAL. w U Q 1.ALL SOIL GONTAININ6 ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H55)SHALL BE ASTM A-500 GRADE B FY MINI4)114 46 K51. CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FIB=3100 PSI,FT=2150 PSI,FG=150 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND PSI FG=3000 PSI,FV= 285 PSI,E=2000000 P51 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACTED NATURAL A30T. SU86RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 21.P5L COLUMNS/POSTS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FC=150 AT LEAST 3000 PSF.GC SHALL BE RESPONSIBLE FOR DETERMINING THE SITES 4.ALL BOLTS,NUTS AND WASHERS SHALL CONFORM TO THE REQUIREMENTS OF A5TM A-325 FOR 3/4'DIAMETER P51 FG=3000 PSI,FV= 285 PSI,E=1,100000 PSI SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.G.SHALL BE H16H STRENGTH BOLTS UNLESS NOTED OTHERWISE. >` RESPONSIBLE FOR GOPSTRLUCTIN6 THIS BUILDING AND SURROUNDING SITE/506RADE 5.ALL WELDING ELECTRODES SHALL 13E E10XX. 22.LVLS AND P5LS SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL O IN STRICT ACCORDANCE WITH THIS REQUIREMENT. LENGTH OF THE MEMBER. 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4°BELOW BOTTOM OF b.ALL WELDING,SHALL BE DONE BY CERTIFIED WELDER5 AND SHALL CONFORM TO THE AW5'CODE FOR ARC, 23.ADHESIVE U5ED SHALL BE WATERPROOF,MEETNNr7 THE REQUIREMENTS OF ASTM 0-255q-1b. K FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. AND 6A5 WELDING IN BUILDING GONSTRUGTION',LATEST EDITION. 24.ALL SIMIPSON CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,POST GAPS,EGT)SHALL BE COATED WITH 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. EACH TYPE OF 501L TO BE COMPACTED. OF 10000 POUNDS UNLESS NOTED OTHERWISE. x 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE v 5.SOIL SHALL BE COMPACTED TO NOT LES5 THAN 45%OF MAXIMUM DRY DENSITY PER 8.ALL FILLET WR D5 SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. PRESERVATIVE TREATMENT USED, G ASTM 0I551 IN LIFTS NOT TO EXCEED 6'LOOSE DEPTH. 9.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY U 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER,AND/OR THE J b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. HEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-C.ORRO5NE S 0 TO VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. ARCHITECT OF RECORD. 10.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TE5TIN6 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RE51ST UPLIFT LOADS WITH 51MP50N PC/EPC, v• 1.BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T GAPS AND 480 LONG NNLE55 OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE o CC EXCEED 2 FEET MAXIMUM DIFFERENTIAL. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH 51DE-5 OF POST.FASTEN STRAPS WITH � L SEQUENCES RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. z 8.5EE PLUMBIN6 AND ELECTRICAL DRAWIN66 FOR UNDER FLOOR SYSTEMS AND SPECIAL NOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. N GRANULAR FILL MATERIAL REQUIREMENTS. 28.ALL CEILIN6 FRAMING(INGL.UDING TRUSS BOTTOM CHORDS)ADJACENT TO EXTERIOR WALL5 SHALL BE a /� 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,L005ELO MILL SCALE AND OTHER FOREI6N MATERIALS AND RECEIVE ONE COAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING t; 9.NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SL66RADE CONNTAININN6 ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. U ` N FREE WATER OR ICE. 13 PROVIDE d INSTALL °FULLY NEEDED AND FITTED WEB STIFFENERS BOTH SIDES AT ALL BEARING d POINT 29•AT ALL OVER FRAMED ROOF CONDITIONS FRAMED W �WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL Q� O . 10.ALL SLABS-ON-6RADE SHALL BE PLACED ON A LAYER OF COMPACTED FIFE CONTINUOUS 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING Q (V C: GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)I6d TOE-NAILS AND SINGLE#10 DEGKING SCREW � 5U56RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTC-GHNIGAL ENGINEERS 14.CUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES THROUGH TOP OF ' S 0 OF RECORD. SHALL BE SHOWN ON SHOP DRAWINGS FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 11.FORGES DUE TO HYDROSTATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE HOLES OR GUTS IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN 30. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55. D DESIGN OF THE FOUNDATION FOR THIS STRUGIURE.IT IS THE RESPONSIBILITY OF THE PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD. THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS®b'O.G. GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTEGHNIGAL ENGINEER,CIVIL (3 NAILS PER STUD). PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN6IP�RED WOOD RIM TRUSS TOP CHORDS, ENGINEER,OR OTHER QUALIFIED DESIGN PROFESSIONAL TO ENSURE HIYDR05TATIC 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRANIN65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS W/Bd NAILS®b'O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS FORGES DO NOT EXIST. AND ENGINEERING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL 13E FASTENED TO TOP OF ALL LOWER CONTRACTOR PRIOR TO ReHITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS 0 b°O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,GUTS,STIFFEIER5,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS 6 6'O.G.••EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) c N U N m z C, m 0 z o • c m z U e a C ti t: J Y C C V Q r c ti PROVIDE SIMP50N PC6Z COLUMN GAP AT ALL DECK P05T5 ALL DECK BEAMS SHALL BE CAMERA-O'NEILL PROVIDE 51HP50N H25A FASTENED TO POSTS TO o-o.ob UPLIFT ANCHORS AT EA. ,o-o,o-o RESIST UPLIFT WITH SIMP50N ,o-o o-o CONSULTING ENGINEERS Structural Engineering-Design AT END POST,PROVIDE AND END OF ALL DECK JOISTS, ' COIL STRAPS,SEE DETAIL 4'�4'+ AT END POST,PROVIDE AND 202 Clock Tower Sq �� �� •� •� "•�"•� . . Portsmouth,RI 02 INSTALL TO LONG,20 6A x x rn' '`x x'�x INSTALL-10 LONG,20 6A Camera/O'Neill �' tS 6` tS 6` I I Cawdt' E : 888-308 750 SIMPSON COIL STRAP FROM ONE C,ONTI T. PLE 2x12 BEAM(FLUSi) SIMP50N COIL STRAP FROM ONE ^9»«s SIDE OF POST,UP AND OVER THE SIDE OF POST,IF AND OVER THE TOP OF THE BEAM,AND DOWN THE TOP OF THE BEAM,AND DOWN THE OTHER SIDE.FILL ALL AVAILABLE OTHER SIDE.FILL ALL AVAILABLE 4 NEW ley Y NAIL HOLES WITH 10d NAILS.SEE TL. 12L NAIL HOLES WITH IOd NAILS.SEE pF SIMILAR DETAIL 1/52D IST ®Ib O.G. 51MILAR DETAIL 1/52D 50.1 �Q� V. 9'f' F x NTI P.T. x12 E 5 AT g� g� PROVIDE 4 IN5TALL S�x S� S�x g-`K w Z Z W y g E a F DEC JOI T5, - SIMP50N ABU44 STANDOFF 'n•� ,,,r.;, = W O c a3 0°S N16 b I O M IST NTID.T. A2 BASE 4 FASTEN TO GONG. 51.1 W/( Y,° 4 N6. F I THREADED SANG 1HOR ROD EPDXIEDA. (b' I ` .c ���?� in C V o f p o 51 r (� W I N WS IbO.C. I O 5T/ ~ b EMBEDJ PROVIDE 4 INSTALL BEAM POCKET AND O = e 00 m PROVIDE 4 INSTALL ( Y4 4*L%. P.T.BEARING PLATE TO ACCOMMODATE U = t 3 4-1 v N e 16 c. so.l PROTECT �`�LUM®ER�TM PERMIT SET ^z 0 PAIR OF DTT2Z PROVIDE 4 INSTALL BUILDING FELT U TENSION TIES [,--PAIR OF V= Q _ � �P� TEN51ON TIES �6 HEADER T DOUBLE 2x6 STUB POST + De OLE ROW 0 PRE-ENGINES GIRDER0 PRE-ENGINEERED 61RDER 0 L.V.L.BEAM(FLUSH) LL DEPTH SOLID L.VL.BEAM(FLUSH) BLOCKING - DE51 TYP. IDE QUAD 2xb ARCH'L DWG5. I w I ICA ARGHt DW65. : SLY 9.9k 9.9k pO S > > _ _J 'SPRINGFIELD'GAP AND J ' _J 'SPRINGFIELD'GAP AND UJ wid LALLY COLUMNS,TYP. LALLY COLUMNS,TYP. PRE-EN61NlE£M 61RDER PRE-ENGINEERED 61RDER 8 O CV • A\y O i ry • A`y Q N } 3• Y �j , Uj • I IJ 502 L PRIP11 PE III 1111J 502 IN6FIELD'GAP AND INGFIELD'GAP AND t- t] r 1] O 5 LALLY COLUMNS,TYP. 5 LALLY COLUMNS,TYP. IIII_ _ 50.1 Iln_ _ O 50.1 Z N Z L 4-- Q 0. r-- ROW OF BLOGKIN6 � ROW OF BLOCKING LL 75 T1Z1155 DESIGNER NOTE BEARING WALL TRUSS DESIGNER 15 RESPONSIBLE FOR BEARING WALL O SPECIFYING ALL CONNECTION AND UPLIFT HARDWARE.TRU5SE5 SHALL BE O Q > llZl/�y5 DE516NSR NOTE: DESIGNED TO MEET ALL BEARING Q> TRU55 DESIGNER NOTE:INDLATES } TRUSS DE516NER NOTE: REQUIREMENTS.APPROACHES TO TRU155 DESIGNER NOTE: w"time l.l_ O O `° ACHIEVE REQUIRED BEARING INCLUDE, :fl - GOORD.W/ARGHJ6.G. BUT ARE NOT LIMITED TO,BEARING - GOORD.W/ARGHJ6.G. Z ~ Z Z ENGHANGER5,ADDITIONAL TRUSS _ 0 N PLIES,DIFFERENT MATERIALS,ETC Cie SEE GENERAL NOTES FOR ADDITIONAL REQUIREMENTS/INFORMATION U <L LU w w Q Q PROVIDE 4 INSTALL BEAM PROVIDE 4 INSTALL BEAM POCKET AND P.T.BEARING PLATE 6 I POGKET AND P.T.BEARING PLATE AS REQUIRED TO ACCOMMODATE PROVIDE 4 INSTALL BEAM AS REQUIRED TO ACCOMMODATE ZPROVIDE 4 INSTALL 6 -� BEAM.PROTECT UNTREATED POCKET AND P.T. 50.1 BEAM.PROTECT UNTREATED BEAM POCKET AND P.T. LUMBER WITH BUILDING FELT O BEARING PLATE TO SIM LUMBER WITH BUILDING FELT w O BEARING PLATE TO SIM 1 ACCOMMODATE BEAM. ACCOMMODATE BEAM. >` -• PROTECT UNTREATED -o PROTECT UNTREATED O LUMBER WITH BUILDING LUMP WITH BUILDING FELT L FELT I 5 5 50.1 50.1 SIM SIM 7 c U. L 5 I 5 I z w 50.1 � � c - O L I r- �/ Ln N I I W O. - N Z J 0I = � z c I 0 N 50.1 l PROVIDE 4 INSTALL -I 8 51M 50•I 5IMP50N A8U44 STANDOFF 50.1 50.1 I BASE 4 FASTEN TO GONG. 50.1 I W/5/W VIA.EPDXIED THREADED ANCHOR ROD(b' d` Q EMBED) Q c B FIR5T FLOOR FRAMING-WALK OUT BA5EMENT A FIR5T FLOOR FRAMING-EGRESS WINDOW 5GALE:I/4"=I'-0" N 50.1 5GALE:1/4"=1'-0" PLAN NOTE-5- PLAN ° • PLAN NOTES GONT.: I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJAGENT STUD5.(I e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN AC.C.ORDANGE WITH MANUFACTURER'S FULL41EIG 4T KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING,CODE. w,yl2 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEK0;ZS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S 2. INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50N HANGER5 REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK'9PRINGFIELD'GAP 12. MIEM93ER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL e 4. UNLESS OTHERN15E NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN65 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. E 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PRE5S5URE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTING,SLABS,AND ALL 6. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6E0TEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT GOLUMN5 WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND PRAHIN66 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFEGTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELL15HME-NTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUD5,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering.Design aoi Clock Tower Sq Camera/O'Neill Portsmuth,RI 02871 Coauuhmq Empn••ms 888.3o8.)Syi �Of NEW Y A'P" v 9.p CO ,- A C W 0= OGo O% H y N U v y H >0 C O H O p PERMIT SET L z o U Q PRE-ENGINEERED ROOF TRU55,SEE PLANS 6.WB.,GOORD. 'APA RATED SEE 6_LL 5HL T IN6, W/ARGH'L UPPER ROOF TRLP55 SHALL UNIT BEAR ON LOW ROOF TRU.f SINGLE 2xb SOLE PLATE p 2xb WOOD STUDS®Ib"O.G. cn "T d G PLYWOOD J 5U5-FLOOR. ZO CL¢ t_n LU w PROVIDE AND INSTALL TRIPLE 2xb STUB P05T/5MA5H BLOCK MOT BEARING 4 eiSFEARWALL SHOWN)BELOW ALL JAMB AND U POST LOCATIONS ABOVE. f 0 0 o CV PRE-ENC711�EERED PRE-ENGINffRED ROOF O DOUBLE 2xb TRUSSES,SEE PLANS WOOD FLOOR TRU55,SEE PLANS N TOP PLATE,TYP. PROVIDE 2x DIA6. BRAGING®48"O.G. PROVIDE BLOCKING BETMEEN Owl FLOOR TRU55E5 TO PROVIDE N N FLOOR SFEAN6 FASTENIN6 W GO 0 �b SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING - - -' '- - 1 PRE-ENGINEERED FLOOR Z Z Z TRU55,5EE PLANS Lij 2xb elb'O.G.BEARIN6 WALL 2x4 aIb'O.G. (j BEARIN6/5FEARWALL w Q � 2xb®Ib'O.G.BEARING WALL � N I0 � CONCEPTUAL SECTION SCALE:I/2"=I'-0° APA RATED WALL 5HEATHIN6, 6.WB.,GOORD. SEE 6ENERAL NOTES. W/ARCH'L SINGLE 2xb SOLE PLATE 3 2xb WOOD STUDS®16"O.G. ^` °Td6 PLYWOOD Z U. PROVIDE CONTINUOUS 2x4 SUB-FLOOR. 'RIBBON"FASTENED TO EA. Uj FLOOR TRU55 W/12d NAILS O LU u PROVIDE AND INSTALL TRIPLE 2xb �uTi)�j j • o STUB P05T/50ASH BLOCK MOT SHOWN)BELOW ALL JAMB AND POST C m t�Q LOCATIONS ABOVE. APA RATED WALL L p (D 0 SHEATHIN6,SEE k > PRE-ENGINEERED GENERAL NOTES. O WOOD FLOOR 4 LO N J DOUBLE 2xb TRUSSES SEE PLANS 2x BLOCKING AND TRUSS TOP PLATE,TYP. c U • CONNECTION HARDWARE PER 0. JOIST DESIGNER. W C: N PRE-ENGINEERED WOOD TRUSS, SEE PLANS J Td6 PLYWOOD PRE-ENGINEERED x W SECTION THROU&I-I EXTERIOR WALL-PERPENDICULAR FRAMING WOOD TRUSS, 5 ROOF SHEATHING ZD SCALE:3/4"=1'-0" •� SEE PLANS m e PROVIDE AND INSTALL N UPLIFT ANGHORA6E PER APA RATED Td6 PLYWOOD SHEATHING LAP SHEATHING TRU`.y`DESIGNER t2'-O"MINIMUM PROVIDE a ` N INSTALL UPLIFT I-0��MAX ANGHORA6E PER TRU55 DESIGNER a WOOD BEAM, HEADER, SEE PLANS SEE PLAN` c 2x LADDER FRAMED RAKE cc PRE-EN61NEEREP P.T.POST, APA STRUCTURAL I RATED WOOD ROOF SEE PLANS EXTERIOR PLYWOOD SHEATHING.SHEATHING SHALL PRE-ENGI TRU55 DESIGNER NOTE: CONTINUOUS 2X8 LEDGER®HEEL OF a EXTEND TO TOP OF GABLE WOOD GABLE PROVIDE SEAT TO MONO-SLOPE TRUSSES FASTENED THROUC7FI c END TRU55 END ROOF ACCOMMODATE LEDGER. SHEATHING AND INTO WALL STUDS WITH(2)J'x4�" TRUSS 5IMP50N SD5 SCREWS®Ib"O.G. m SEE ARCH.FOR REFER TO TRU55 DE516NER'S REQUIREMENTS EXTERIOR FINISHES,TYP. FOR TRU55 FASTENIN65 TO LEDGER AND WALL. SECTION THROUGH PORCH ROOF 4 RAKE LADDER FRAME DETAIL AT TRUSSES ✓ SCALE:3/4"=1'-0" SGALE:3/4'=I'-0" 2 NOT USED SCALE:3/4"=I'-O" a C C G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design Sq LADDER FRAMED RAKF2 NOTEPortsmouth, :oa Clock Tower 8 LADDER FRAMED RAKES ARE NOT SHOWN I Camera/O'Neill � .754i�' FOR CLARITY.REFER TO DETAILS 4/51.1 FOR can.et E e« ADDITIONAL INFORMATION GABLE END BRACING CEILING/BOTTOM CHORD OF TRU55 ALL PORCH BEAMS SHALL BE TRU%DE516NER NOTE FASTENED TO POSTS TO SHALL BE FASTENED N EFFECTIVELY PROVIDE SIMPSON H2.5A RESIST UPLIFT WITH SIMP50N TRPE DESIGNER IS RESPONSIBLE FOR -FRAMER NOTE. BRACE GABLE END WALLS. .p -p UPLIFT ANCHORS AT EA. \-o -o 0 o I SPECIFYING ALL CONNECTION AND o%A-o.� o.A-o.� COIL STRAPS,SEE DETAIL -0.�-o-.A UPLIFT HARDWARE.TRUSSES SHALL BE END OF ALL ROOF JOISTS, WALL DOUBLE TOP PLATE SHALL NOT HAVE i `1� ` TYP. g� g� g� g� DESIGNED TO MEET ALL BEARING �� _I X�RI X 2 10 ) REQUIREMENTS.APPROACHES TO ANY JOINTS ACRO55 STAIR OPENING W Z W 0)0'0 a% PROVIDE 51MP50N LUS210 = ____ __ ___ __ ____ ___ __ __ 5=_E __ __ __ __ __ __ = c GEILI GABLE END BRACING T � i_r+ ,`` I-I I-I---------------------------""'L_J `_ - o _ __ _ _ _ __ ACHIEVE REQUIRED BEARING INCLUDE r r 0 v% BUT ARE NOT LIMITED TO,BEARING r i�'ii y c o FACE MOUNT HANGERS AT N6/BOTTOM CHORD OF ' _ � L 0 Q� �,o ALL ROOF JOISTS,TYP. a T 2xl JO T5 Ib' ENGHANIGERS,ADDITIONAL TR1155 SHALL 8E FASTENED TO EFFECTIVELY �� C W V C a)- PLIES,DIFFERENT MATERIALS,ETC, _ 1 W o f p o G.( MI INI ) INWI15 2x10 5EE GENERAL NOTES FOR ADDITIONAL BRACE GABLE END WALLS. '-,_, ,"'' 1 O a m< LEDGER FASTENED REQUIREMENTS/INFORMATION Y ?� Y ,-'�' g� THROUGH SHEATHING `>'- �� ?c PERMIT SET " U ^z t �iRAND INTO WALL STUDS - ,,- -- ' W/Y4'x4'SIMPSON SDS Q 9541 SCREWS®Ib'OG. T77iJ55BLOGK1Ni6 =__ ___ _____ —_—__— —_—_—_=MF --_—_ TRIPLE 2xb TRIPLE 2xb TRIPLE 2x8 TRIPLE STAGGERED PROVIDE AND INSTALL 50LID TRIPLE 2xb TRI.E 2xb TRIPLE 2xb TRIPLE 2xb IIII HEADER L HEADER I BLOCKING EA.SIDE OF ALL RIDGES, HEADER HFADF3Z LL' PROVIDE d INSTALL VALLEYS d HIPS AND AT ALL EAVES IIII TO SUPPORT AND FASTEN SHEATHING Jill SIMPSON OTTIZ -I PROVIDE d INSTALL IK IIII TENSION TIE ft4p DOUBLE ROW OF FULL PANEL EDGES.SEE GENERAL NOTESDEPTH SOLID T BLOCKING 4 PAIR OF SIMP5ON D= FIRST RAFTER/FIRST TRU55 i PROVIDE CONNECTION - i TENSION TIES FASTEN FIRST THROU19H HARDWARE PFRAU - �p/� SHEATHING INTO WALL STUDS/TR%MEMBERS ?k6 pOST SCREWS AT 16'tO.C.5 �X6�T i FIRST Nult --— - ---- rLNLE55 OTHERWISE NOTED) I \ &IRDER ' TRU55 DESI SHALL rl MMODATE IFIED 2x4 Gib'O.G.BEARING 1 ADJACENT f ADJAC� WALL(SFIOVOr SHADED) UNIT 7 1 24'L.V.BEAM\y 7 VA WALL(SHOWN SHADED) PROVIDE TRIPLE 2xb UNIT 6.0.NOTE: HEADERS AT ALL (SHOWN SHADED) THI5 WALL 15 THE PARTY I SEE SECOND FLOOR FRAMING FOR ALL i O \ OPENINGS TRUSS BETWEEN UNITS N LOW ROOF FRAMING i cv BLOCKING, Z HEADERS,BEAMS AND v \' 0 WALL UNITS::4 SEE NOTE N Q-1k POSTS I > LLI YAl 2 ; I,�K x I 502 J.p ill IIII /J_/k IDESIGNER NOTE: III ° \, CARDER TRUSS SHALL N O IIII 2�®( ) BE DESIGNED To O IIII JIII FROM HEADERS ABOVE - � N IIII N I PROVIDE AND INSTALL 4&'LONG,20 6A _ -i_ I '^ IIII 51MP50N COIL STRAP FROM ONE SIDE OF BEAM,SEE PLAN IIII V J F O i� IIII POST,UP AND OVER THE TOP OF THE BEAM, IIII g O� IIII AND DOWN THE OTHER SIDE.FILL ALL I+ .--- IIII 2x4®Ib'O.C.BEARING AVAILABLE NAIL HOLES WITH IOd NAILS. \ O WALL(SHOWN SHADED) IIII \' i IIII BOTTOM OF POST SIM,SEE GENERAL NOTES III \�\ _6 G.NOTE: —i Q K "�" I FRAMER NOTE: I PROVIDE TRIPLE 24 TAPERED II�ULATION AS REQUIRED PROVIDE 4 INSTALL � W U SIMPSON PG OR EPG POST CAP,/I EAVEHIzAVEN5AT ALL TO PROVIDE P051TIVE DRAINAGE 0 LL N E SEE GENERAL NOTES i OGK DORMER WINDOW AND PREVENT PONDING ON FLAT Z LL- O J, P.T.POST I OPENINGS ROOF h1£hBEI� O O } sisNER SHALL 0 0 SEE PLANS 1 \y O nP/ '�t's� PLUMBING LINE L ATION, N/ ' ACCOMMODCATEE SPECIFIED HANGER Z LLJ � Z Z ?k6 T PRE-R55 BOTTOM CHORE))R �j I �k6 i FOR THE TRIPLE 24 L.V.L.BEAM O N TGIRDER TYPICAL DECK/PORCH BEAM STRAP DETAIL i FIRST 1RU-r5 U di SGALE:5/4"=I'-O° w U Q I 6.C.NOTE: IIII SEE ROOF FRAMIN6 IIII FOR ALL ROOF IIII 5HEARA—ALL PLAN SQL III 51.1 FRAMING HEADERS, BEAMS AND POSTS IIII III DIMENSIONS W/ARCHL 01465. O IIII I III PRE-ENGINEERED WOOD GIRDER IIII"' IIII 1 ADJACENT IIII — x PROVIDE!INSTALL UPSIDE I UNIT 7 v p PRE-ENGINEERED WOOD GIRDER TRU55 -p DOWN SIMPSON IU5356/IIb8 _ C 51.1 FADE MOUNT HANGERS KING, i SEE NOTE o BLOGKIN6,� p o z ADJACENT 19 SEE NOTE 1 UNIT 7 O _ O �- I ? 1 0 o CC Ina 2xb el6'OL.BEARING WALL(SHOWN SHADED) WALL(SHOWN SHADED) I ' `? W 51.1 i 2xb LEDGER TO PROM 9 ^' 1 FASTENIN6.FASTEN TO TRU%T ` ^Lip)' THIS WALL 15 THE PARTY I i SCREWS B 6'O.CSST�N ( ` U ♦ • fRP ' PRE-EN51NEERELI IAL WOOD NOTE:TIRLE e ° CN rHmEY* PRE�121-EN61 •CHI � F— IIII 2 III PRE INEERED SPECI CHIMNEY WALLTRU55 PE51 J IIII 'CHIMNEY' I � A^`` C IIII q� K I IIII &ABLE END W SHALL I IIII N II OVER BA M WALL IIII 'CHI TRIPLE 2xb TRI 2xb PRE-ENGINEERED GIRDER R55 DIRECTLY BELOW WALL ABOVE BATHROO z N HEADER HE qX=R— K ———————TRIFIE%•LL-y� (ul ►+►+6 E fb P� iii y y PRE-ENGINEERED iii ' �'' ° ^, /!II fly HIP TRU% III PRE WINE `4 DOUBLE 2xIO—/ 'iii DOUBLE 2x10 b u 'O G TRIPLE 2x8 HEADER c BEAM(DROPPED) _----_1 L--_-- TRIPLE 2x8 HEADER _ ____________ ___ pit?%�^_, EMBELLISHMENTS ARCHIBY OTHERS. 0 JC COORDINATE WITH z CONTINUOUS 2xb LED6ER®HEEL OF ARCHITECTURAL DRAWINGS Q� 3 MONO-SLOPE TRU55E5 FASTENED TRU55 THROUGH SHEATHING AND INTO WALL \ADE SEAT AT BLOCKING, c 51.1 STUDS WITH(2)#'x4J�'SIMPSON SDS TRUS HEELS TO SEE NOTE i E'Y�5!Er�,o7ND FLOOR FRAMING SCREWS®Ib•O.G. AGGO L�EDGAER.I/4"=1'-O" REFER TO TRU55 DE-516NERS 3 REQUIREMENTS FOR TRU55 FASTENINGS A ROOF FRAMING TO LEDGER AND WALL. 51.1 SCALE:I/4"=1'-O" i PLAN NOTES: c PLAN NOTES CONT.: ` I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUD5.(I e.2J-2K MEANS 2 q. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE&AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HEI6HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. e luyl� 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES SIMPSON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50N HANGERS REGUIREI-£ AND PREVAILING STATE BUILDING CODE. SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK--PRIN6FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING END BY A SINGLE JACK STUD&ANSED TO A DOUBLE KIN&STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD, 5. BEAMS AND GOLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HE16HT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWING 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 b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,'SQUASH BLOCKS AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 203 Clock Tower Sq. Camera/O'Neill Portsmouth,Rl 02871 -4< CawMng Engs 888.308.7542 pF NEW Y V. r, LU.. _ W Z Z W Cq O% 2 AT WALKOUT BASEMENT _ /,7 OPTION,PROVIDE'STI' :tG"`~ O p C o 0 S HOEDOWNS IN LIEU _ OF'H2'HOEDOWNS AT U s r 3 FIRST FLOOR FRAMIt i6 PERMIT SET :z . a SWI SWI SWI 10 00 00 00 00 00 00 00 00 00 1 ADJACENT/ UNIT 00 THI5 5HEARWALL 15 THE 00 PARTY WALL BETWEEN UNITS N 00 Z 00 so 00 w CN00 00 00 Z � Q } all CL00 N r— J O N > Z w O O = Z Z o N w 01 Fib H8 -j w Q� Q sw3 o o ��s ��s01 00 00 O 00 00 00 01 10 3 _. 00 z r U 00 1 ADJACENT —V UNIT 7 O 00 4 O 00 00 01 01 00 N LOx _I 00 s Lr.1L/ N 00 O� 00 00 00 00 C 10 11 00 00 Ee O CV ~j 0 N a O A FIR5T FLOOR 5HEARWALL5 ASEMENT 51 EARWALL5-WALKOUT BASEMENT OPTION SCALE:I/4"=I'-0" c c ( "AGALE:I/4°=r-0" SHEARNALL 5GHEDULE x 5HEARWALL PLYWOOD 5HEETROGK WALL STUDS BLOCKING NAILING e HOLDOWN NOTES: ID TAG FACE FACE ®PANEL ED6E5 a ED6ES7 PANEL EDGE5 i I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT SKI OUTER INNER SINGLE 2x BLOCKED 8d®b"O.G. ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 2. ALL t-tLTI-PLY WALL STUDS FASTENED TO HOLDOP06 SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. 5K2 NONE INNER SINGLE 2x BLOCKED *6 SGREW5 0 4"O.G. y 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI"STRAP HOLOOP06 SHALL BE EXTENDED THROUGH FLOOR SHEATHING AND FASTENED TO SW3 EITHER BOTH DOUBLE 2x BLOCKED i 8d®3"O.G. m BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING AS REQUIRED.SEE TYPICAL 5HEARWALL R DETAILS INFORMATION.4. ALL DIMENSIONS,ELEVATIONS D O ,SHELVES,BEAM POCKETS,CUT-OUT5,UNDERGROUND UTILITIE5,PIERS,FOOTING,SLABS,AND ALL OTHER ITEMS HOLDOWN 5GHEDULE SHALL BE FULLY COORDINATED WITH CIVILCONSTRUCTION. ,6EOTE-CHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO HOLDOWN 5. PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-ENC71NEERED WOOD RIM TRU55.TH15 PLYWOOD TIE PANEL SHALL BE ID 5 HOEDOWN FASTENERS DI RODS EMBED.INTO FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS alb'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE ON P PLL AN MOODELDEL# FASTENED TO: TO FRAMING DIAMETER CONCRETE PRE-ENGINEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS®b'O.G.AND TO THE TRUSS VERTICAL MEMBERS H2 HDU2-5D525 DOUBLE WALL STUD 5D5 SCREWS 5/8"DIA. 12" t: WITH 8d NAILS 6 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HDU4-5052S DOUBLE WALL STUD SDS SCREWS 5/8"DIA. 12" NAILS 6 b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS®b'O.G."EXCEPTION:PLYWOOD PANEL SHALL H8 HDUB-5D525 TRIPLE L5L WALL STUD 5D5 SCREWS l/8"DIA. 12' BE FASTENED TO EVERY FULL HE16HT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATION5 WITH(15)8d NAILS(5 EACH KIN&AND JACK) STI HDU5-505-20x54"LONG DOUBLE WALL STUD (28)IOd NAILS ABOVE AND BELOW RIM a` C C ti GAS FURNACE W'SPLiT AIR CONDITIONER SCHEDULE GENERAL NOTES: GENERAL NOTES: COIL LABEL(ID) MAKE i IODEL(iNDOOR UNITS INPUT OUTPUT HP INPUT BTUH VOLT PH AMPS FUSE MODEL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA MOCP NOTES 1. THE MECHANICAL SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW'THE OWNER'S INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMEN'T AND 9• BRANCH SUPPLY AND RETURN GRILLES SHALL HAVE VOLUME DAMPERS TO BALANCE EACH AIR AHl-1 CU-1 HEIL N9MSE1002120A 3 4 100.000 97.000 115 1 14.6 20 EDM4.X48L21 N:XA648GKA 4.0 16 208 230 1 26.1 40 AMP SEE NOTF I ACCESSORIES.ARE SHOWN APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. 10 ALL DUCTWORK ELBOWS AND TEES SHALL HAVE TURNING VANES INSTALLED TO MINIMIZE STATIC NOTES.I.PROVIDE SPLIT SYSTEMS WITH H IGHILOW'PRESSURE SAFETIES.T:XV'VALVE.CONDENSATE NEUTRALIZER KITS.CONCENTRIC ROOF BENTS&7 D.AI'PROGRAMMABLE THERMOSTATS CONDITIONS AND APPLICABLE CODE REQUIREMENTS.THE HVAC CONTRACTOR SHALL PROVIDE ALL Z Z au E� PRESSURE DROP. 2.PROVIDE AUMLARY DRAiN PANS. m o LABOR.AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED au � °° TESTING OF THE MECHANICAL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE i i THE MECHANICAL CONTRACTOR SHALL_BALANCE THE HVAC SYSTEM PER THE.AIR FLOWS LISTED. AiR DEVICE SCHEDULE I.-h� >o rn FOLLOW ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION'REQUIREMENTS THE RANGE 0 u+U Q it FOR PERMIT COSTS. LABEL(ID) MAKE MODEL SIZE NECK CFi\M DESCRIPTION NOTES at 0 Uj c o p o 2. THE MECHANICAL INSTALLATION'SHALL MEET ALL THE REQUIREMENTS OF THE AUTHORITY EXHAUST DUCT SHALL DISCHARGE DIRECTLY TO THE OUTDOORS USING SINGLE ll:ALL GALVANIZEDCD-1 HART&COOLEY A682M 12\6 7"¢ 80-110 2-WAY CEILING SUPPLY DIFFUSER - V = j 3 o STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR t m HAVING JURISDICTION.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF NEW'PORK STATE. FG-1 HART&COOLEY421 12�[i SEE PLANS U-130 FLOOR DIFFUSER U `Z SURFACE.BE AIR TIGHT AND BE EQUIPPED WITH A BACKDROP DAMPER. COORDINATE FLOOR GRILLE COLOR ^ U 2020 RESIDENTIAL CODE OF NEVI'PORK STATE.2020 BUILDING CODE OF NEW' FIT STATE.2020 Fl L Q GAS CODE OF NEW YORK STATE,2020 ENERGY CONSERVATION CODE OF NEW YORLK STATE AND 2020 12 DRYER E\FLAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR U.OiG-INCH MINIMUMTHICK AtETAI RR-I HART&COOLEYGG i 12x12 - 0-260 WALL L RF'R'RN GRILLE FIRE CODE OF NEW'YORK STATE. DUCT 41NCHES iN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION M 1502 RR-2 HART&COOLEY 661 24x14 - 0-800 WALL RFTI'RN GRILLE CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL_CODE.INSULATE DRYER RR-3 HART&COOLEY 6G 1 24x12 - 0-720 CEILING RFT3 RN GRILLE 3. THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS AND SITE TO i i t 00 �•�•NF�'kv�, FULLY INFORM ITSELF OF ALL CONDITIONS. EXHAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR i r OPENINGS IF REQUIRED PER THE DRIER MANUFACTURERS INSTALLATION INSTRUC710NS.AND NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SITE AND CEILING TYPE HARDW ARF BEFORE ORDERING �5��? Ff• t 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING.ALL CONDENSATE DRAINS. 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. F 1•s APPLICABLE CODE REQUIREMENTS. 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER CFMS LISTED * �? it 5. THE MECHANICAL CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNER 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER iN NECK. c-' AND GENERAL CONTRACTOR TO DISCUSS ALL HVAC COMPONENTS AT THE CONCLUSION OF THE 13 .ALL GAS APPLIANCES SHALL BE INSTALLED.AND VENTED PER APPLICABLE CODE REQUIREMENTS. 14 APPLIANCES WITH IGNITION SOURCES LOCATED iN THE GARAGE SHALL BE PROTECTED FROM P ROJECT. G. PR MECHANICAL CONTRACTOR SHALL SUBMIT O&1\M MANUALS AT THE CONCLUSION OF THE DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS T`HAN 18 INCHES EXHAUST AND SUPPLY FAN SCHEDULE .� PROJECT. ABOVE THE FLOOR SURFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS. LABEL(ID)MAKE MODEL CRI S.Y. VOLTAGE PH AMPS WATTS DISCHARGF NOTES 7. INSTALL ALL EQUIPMENT AND ACCESSORIES PER THE MANUFACTURER INSTRUCTIONS.ALLOW'THE 15 COORDINATE THERMOSTAT LOCATION WiTH OWNER.LOCATE THERMOSTAT AWAi'FROM WINDOWS .. NOTE Q EF-1 PANASONIC F\'-05-11\'KS1 8[I 0...2 120 I O.1G - G" SEE 1.2.3.4 MANUFACTURERS RECOMMENDED Cl EARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES AND SUPPLY AIR DEVICES. HEF-1 FAN TECH FG 12 EC 600 0.3" 120 I - - lY' SEE NOTE I.2.3.4 FORESEES OR COMES ACROSS.ANI'INSTALLATION CONCFRNS HE SHALL NOTiFI'THE ARCHITECT SF-1 FAN TECH I FG 12 EC 600 0.3" 120 1 - - 12" SEF NOTE 5.G.7 FOR A RESOLUTION. 8. ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHEET METAL LiNED OR WRAPPED WiTH NOTES:1.EXHAUST FANS SHALL_HAVE BACK DRAFT DAMPERS. INSULATION TO MEET CODE REQUIREMENTS.DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE 2.PROVIDE WiTH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. METAL WR:IPPED WITH INSULATION TO MEET CODE REQi'IREhlENTS.FLEXIBLE DUCTWORK SHALL 3.INSULATE ALL EXHAUST DUCTWORK III'UNCONDITIONED SPACE TO PREVFivT CONDENSATION 4.PROVIDE WITH ALL ACCESSORIES NECESSARY FOR A COMPI-ETE INSTALL.ATiON. O BE PERMITTED PROVIDED THAT DUCT LENGTHS SHALL BE LiMiTED TO 14'M.A.XIMUM.ALL EXHAUST 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD G.PROVIDE WiTH CONTROL.WIRING FROM CONTROL.PANEL IN BASEMENT TO ATTIC SPACE FOR F1'iZ'RE DUCT HEATFR N AND INTAKE DUCTWORK SHALL BE METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO 7.PROVIDE WITH CONTROLLER.MOTORIZED DAMPER.FAN WITLM F.0 MOTOR.AND.ALL OTHER COMPONENTS TO MAKE A COMPLETE SYSTEM > w MEET CODE REQUIREMENTS. ELECTRIC WALL HEATER SCHEDULE NOMENCLATURE L-ABEL(LD)MAKE MODEL CF\f HTR WATTS VOLTAGE PH AMPS NOTES W'H-1 QMARK CWTi-1202 GS 1.000 240 I 4.2 SEE NOTE 12 3 N �}- UNDERCUT DOOR I" NOTES:I.FURNISH WITH INTEGRAI THERMOSTAT. CD 2 FURNISH WiTH DISCONNECT. C-4 3 PROVIDE WiTH ALL NECESSARY HARD WARE in] EXIiAUST FAN W F ® FLOOR OR CEILING SUPPLY DIFFUSER 0 Z Uj .Q RETURN GRILLE Q Q LU C Z MANUAL VOLUME DAMPER Z= 0 O o Q cU n Z z � = w D- MOTOR OPERATED%ONF DAMPER N LU I F- OTIIFRMOSTAT � Q `n o Z lie � 0 W 0 � �I op CN _ 0 N I U � � L., � CN �- . 0 N z J fl— E of "7 N z z LU (D E W 7 p O 2 y C co V c H >0 C P GWU aE- nd Cl W C_ p O ~ O a, U = 33: U Z Z5 U Q 7 C 7 �Av u�uuif, 7rp ¢ .��► Gc NF y. C p fit. ly r''• 7 SAW 7"HONEYWELL FRESH AIR DAMPER CD 1 50 CFM x x N N Z O 7"� so LU CD-1 50 CFM 74 C V) Z N 1..� Q CN CD 1L l O O W l x. 7� LL - r RR-1 EF-I C d - 200 CFM CD-1 Z ( C n_ 50 CFM 6°4 EXH UP LU �. �'J� \ O CD-1 p u..l Z "_4 C 7"4 50 CFM V LU w 6i U m F--- w U Q 0 N x 8x8 x 16x12 x i I Ox8 " 12"4 BYPASS ^' W/DAMPER ^' ED- HONEYWELL U. O W8150 FRESH AIR LU O CONTROLLER10 N m 20x12 ^, AHU-1 N W • ro 8x8 BASEMENT "LONE DAMPER 16x12 UP _V 16x12 2ND FLR Lo ZONE DAMPER � � N 18x 10 1 ST FLOOR 7"41_ONE DAMPER N zJ � E V) U 7"+ -1 N 1 UNIT TZ'BASEMENT PLAN W/WALKOUT M-1 SCALE:1/411=11-0" W Z" j v 0� y � C co V v y H ;0 C 0, CLu QK- w G F 0 0 p., O - o. c U x D 3 U Z U Q F® ® F® CD-1 FG-1 95 CFM - ? r +� 95 CFM 80 CFM 100 CFM J Ely 'y 95 CFM FG-1 ® z ' 80 CFM x r x CU-1 8"o DOWN 4.0 TON N 10"4 EXHAUST Z O SQ > 8"4 EXI1 UP 14x14 MAKE Z UP AIR SUPPLY Q O FG-I J CN 95 CFM IU 4 UP IL N ® s Tf�t U � ROOF FG-1 e CD-I 6"¢EXH DUCT 0 50 CFM �c CD-I 50 CFM 50 CFM J ® o o T-4 Z E EF- 4 EF-1 O G"4 EXH DUCT FUTURE HEATER MOD Z (LLJ \ Z 6" DOWN O 4 12"¢ 12"� 14x14 FRESH l'- od FG-I SF_1 AIR FROM ELw L1J 105 CFM EF-I ABOVE U Q� ~Q 6"+FXH DUCT w RR-3 415 CFM x 4 EF- 16X12 CD-t K1TCI IEN HOOD W/ 2 SU CFM INLINE EXHAUST IN ATTIC.INTERLOCK EXHAUST FAN WITH MAKE 10"4 E)O 1.UP 1'0 ROOF }. UP AIR FAN. CD-I Ic 50 CFM Z FG-I 105 CFM ` INLINE HOOD 7"4 U. 0 ® EXHAUST 0 RR-2 FAN IN ATTIC. 1010 CFM (DI /11 16x 12 SUPPLY&Y/ �1J WH-I EZt�-10"4KITCIIENIIOODEXI-IUP RETURN DOWN 16X12 j 16x12 SUPPLY& RETURN UI'&DOWN u ^^``� W Lo c: N z � FG-I FG-1 DRYER 105 CFM 50 CFM ® cm rr� \,-�BOX CD-1 • 4 t I 1 S CFM N N 4"Q DRYER EXHAUST FG-1 EF_1 TO WALL CAP. 55 CFM 6"4 BATI IROOM EXHAUST ® TO WALL CAP. 6"4 EXH DUCT 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" M- SCALE:1/4"=1'-0" zz� asp E� y 0 C W u e N r >N O c:; • O 0WU <rx w Q W C -p 0 ~ v C a N U m v U Z o at U Q N'wIwun"4 N Z O N_ W C) Z p Q N 10"e BATI i EXI i C TERh4 NATF W- +- ROOF CAP O 0 � O J � C NOTE:ALL ROOFTOP PENETRATIONS > SIIALL BE TI•IROUGII FLAT ROOF AREA 600 CFM INTAKE CURB AM CAP Z Z \ C _ U U 11' w LU Q Q U Q p V) 10"m 110013 FXH W/CURB&CAI' Z L.L. 0 LU O op N _ 0 N 1 . I Lo CN F � o'.. � N z CN 0 E 0 N 1 UNIT TZ'ROOF PLAN M-3 SCALE:1/411=1'-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OSURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE AMPS:200 Q LINEAR STRIP LIGHT I f�l WALL MOUNTED DOOR CHIME PUSH BUTTON TYPE M L O ��JJ MOUNT 48"MAX AFF O WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE 1/3 MOUNT T-0"AFF C) Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE.120/240 `P MOUNT 48"MAX AFF U N O Q+ 010 3 THREE WAY WALL MOUNTED SWITCH, A I C 22,000 Z Z Lu j co E 0D `P MOUNT 48"MAX AFF U N O �-y >o y�� Ca0 (?� FOUR WAY WALL MOUNTED SWITCH. a)- `P CIR TRIP NO. NO TRIP CIR. Oe 0LuU <o_ �O MOUNT 48 MAX AFF U N O . O o o 0 Q Q4 NO. AREA SERVED AMPS A.W.G. POLES POLES A.W.G AMPS AREA SERVED NO. O _ a 120v,MULTI-STATION SMOKE ALARM U = 3 N s WITH 9VDC BATTERY BACKUP LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) U t a, 6 co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES.BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 Q z U WITH 9VDC BATTERY BACKUP EP 20 20 RECEPTACLES BSMT BATHROOM ELECTRIC POWER PANEL 3 AFCI RECEPTACLES:MEDIA PANELS(BSMT)) #12 1 1 #12 AFCI DEDICATED GFI(1) 4 MP �»b�wtin r MEDIA(TEL OR CATV)PANEL 20 20 RECEPTACLES:1st FLR BATHROOM •�.NEIS '�• 5 LIGHTING:STAIRS,HALL(2nd),LINEN(2nd) #12 1 1 #12 6 J❑ JUNCTION BOX AFCI AFCI DEDICATED GFI(1) DUPLEX RECEPTACLE,MOUNT 18"AFF U N O 7 LIGHTING:GARAGE 20 #12 1 1 #12 20 LIGHTING FOYER,BATH&LAUNDRY 8 RECEPTACLES:GARAGE GFI(1)&GDO AFCI AFCI RECEPTACLES.FOYER,LAUNDRY&EXT.GFI(1) r:- DUPLEX RECEPTACLE ONE SIDE SWITCHED MOUNT 16'AFF U N O LIGHTING:LIVING&DINING 20 20 LIGHTING:W.M.ROOM 9 RECEPTACLES:LIVING,FP&DINING AFCI #12 1 1 #12 AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) 10 +��•`1,�„1`'; +`++ GFI DUPLEX RECEPTACLE MOUNT 18"AFF U N O Q� DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 RECEPTACLES KITCHEN(GENERAL) AFCI AFCI a TV TELEVISION OUTLET,PROVIDE WITH RGS CABLE TO 20 MEDIA PANEL FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN ISLAND AFCI #12 1 1 #12 AFCI RECEPTACLES REFRIGERATOR&COUNTER 14 a TEL TELEPHONE OUTLET PROVIDE WITH CATSE CABLE TO MEDIA PANEL.FACEPLATE AND CATSE CONNECTOR 20 20 LIGHTING:RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES:DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL ANDIOR PLUMBING N Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS LIGHTING:REAR PATIO 20 20 O PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 #12 1 1 #12 RECEPTACLES DEDICATED WASHER&DRYER 18 RECEPTACLES:REAR PATIO GFI(1) AFCI AFCI C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER RECEPTACLES:M.BATHROOM 20 20 LIGHTING:M.BEDROOM,CLOSET&M.BATHROOM w KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 DEDICATED GFI(2) AFCI #12 1 1 #12 AFCI RECEPTACLES:M.BEDROOM&M.BATHROOM 20 12"MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED RECEPTACLES:BATHROOM(#2,2nd) 20 20 LIGHTING:BEDROOM#2 CLOSET 21 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#2 22 WP INDICATES WEATHER PROOF ENCLOSURE GD INDICATES GARBAGE DISPOSAL RECEPTACLES.BATHROOM(#3,2nd) 20 20 LIGHTING BEDROOM#3 CLOSET&BATHROOM(2nd) DW INDICATES DISHWASHER 23 DEDICATED GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 24 1Q Q R INDICATES RANGE O 0::� REF INDICATES REFRIGERATOR N LIGHTING:ATTIC 20 Z HD INDICATES RANGE HOOD 25 RECEPTACLES HEF-1&SF-1(ATTIC) AFCI #12 1 2 #6 50 FUTURE MAKEUP/SUPPLY 26 `Q 4- FP INDICATES FIREPLACE DUCT HEATER(ATTIC) C)— 27 28 Z D INDICATES DRYER WH W INDICATES WASHER (W M ROOM)WALL HEATER 20 #12 2 (D Q INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING. 29 CU-1 30 Lu Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH I 1 2 #8 40 OUTDOOR AC I Q Lu E SIDE OF INTERIOR DOOR CONDENSING UNIT J V) Z 31 HWH-1 32 Q Lu J O O GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 (BSMT UTILITY) Z Z Z 33 1 #12 20 AHU-1 GAS FURNACE(BSMT UTILITY) 34 � 0 � 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING FIRE FUEL GAS,AND ENERGY w 0 LL.J Lu CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE oc U= J F— LOCAL CODES AND/OR AMENDMENTS 35 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 N LU < Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED 0 Lu V) N 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE 37 SPARE - - - - - SPARE 38 PHASE AND CIRCUIT NUMBERS 39 SPARE - - - - - - SPARE 40 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C THHNrrHWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - - - - SPARE 42 5 UNDERGROUND CONDU'.T 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 '" ' -� 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS uj O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH PANEL 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR 120/240,200A,1P,3W GROUNDING METER STACK wl BREAKERS M L O.TYPE 1 TERMINAL SERVICE BOXES (3)120,240.200A 1 P.3W 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG `v WIRED PRIOR TO WIRING OR ROUGHING IN (1)2"CONDUIT PER SERVICE PROVIDE7R TERMINAL BOX � EN 0 O 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREM T 120/240 V WITH(3)#3/0 CU 400 A a)1 Lo S AND AMPERE RATING TO SUIT EACH FUNCTION 1-P,3-W UNIT'C2' W N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL UNIT'C2M' RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES RMS U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT'A' N 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL O a) CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL SERVICE GROUND UNIT'C1' •- 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF --7 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2)2"CONDUIT WITH(3)#3/0 CU EACH N -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-1/2"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS CATV (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:IF#600 SERVICE, = TO BUILDING METAL WATER PIPE 19 AFIELD APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL 1"CONDUIT WITH #6 CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1 CATSE CABLE 3/4"x8'GROUND ROD SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-O NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE;TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES zzW E°' W M N p O y� C 00 U� y ;NO [O c W V Q F �� oC p W C Op O _ C H a _N V N -0 WP U Z o OC u q a I I`-_ N�rININrNrrf NEB 14, ifs / / -``? Co OS OF I I � I / I / UNFINISHED UTILITY a TV v I 1 I Z O BASEMENT I �\ i Lu Iloll'' a' z o 1 J CN I C I O � loe Z II + o Z o w Z I �c� ° � il..i I qp U m J �- I N Q Q I o N 0 SE 1 t EP /V / / eM P-CAT V MAKE-UP AIR MP-TEL / CONTROL PANEL I UNFINISHED AHu J N I UTILITY ,e UNEXCAVATED _ 1 � N u Lo � N ` o F O o, J N z O E O N UNEXCAVATED 1 UNIT"C2"BASEMENT PLAN W/WALKOUT E-1 SCALE:1/411=11-0'I zzsu Ea W ne dO 0°oo to�� Cco Vv N ;NO [O c W V Q F a) u (``1J V N 'O tJ �Z p \ WP oc V \ � Q \ � �M11111111f1 fI 00 --- dTV - // TEL D lo, I BEDROOM#2 � \ LIVING \ ROOM UP d Tv MASTER DN \1 J BEDROOM T ——— ecu A FP-r \ �� \\\TEL D // I DN r � I / 1 \ co s Z O Lu n wP I L/ m \\� /� Z C)1 DINIf�C� O ft 1p 1 WALK-IN QJ CN 1 R�M C / I CL CD / CN CL ��------��o 1 s \ O I co MASTER I FLOOR I L I - RECEPTACLE I EF BATH I D- C Q p —'1 j Z/ �/ (\ — \ C \ BATH EF E OPTIONAL GARBAGE � Tt � 1 r 1 DISPOSAL WALK-IN .� \ 1 LU V p UNIT A,Cl.C2 SERVICE, r CL \ I HALL ZO V)DISCONNECT AND UTILITY Z METERS REFER TO RISER M O \\ KI UL dh C I \\ I W f- 06 MA \ — GD Q DW di / I U V J Q Q (� C)KI C l C EF �C 'BATH EF L L V) ,}}, 1 / Ro- 1 H�/DU KITCHEN \ T k- LOCATED IN THE ATTIC HEF / \ 1 WALK-IN / �' IC 0� JSF ° 1 I)O I\ CL Z \ / / GFP t / / � � L.L O --� / I REFQ _ _ LLJ O r..' / ®GDO SWITCH TO CONTROL N ATTIC LIGHTING O I OPTIONAL / GARAGE I / ELECT DRYER / a TV TEL D u \ CL I\ LAUNDRY / � N uA \ ID BEDROOM#3 GFP I z J N I / w / \ 1 �3 GFP ---�\ •� I \I FOYER I \ ------co G) \\ \ \ � EF \ `V \\� �\\v4 > COO BATH t � \ '0 1 �\ // ool 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" c\j E-2 SCALE:1/4 11=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � �`___,,`�` SYMBOL ABBR DESCRIPTION ,,'' }� _"DISCHARGE PIPE TRIM CONNECTIONS u (v s S or W SOIL or WASTE PIPING INLET i! SYMBOL DESCRIPTION MANUFACTURER MODEL# MANUFACTURER MODEL SOIL/ VENT COLD HOT REMARKS S S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB - - - - �� WASTE WATER WATER _———————_ V VENT PIPING ,`� „'� ® VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, " PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" �'L„ _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB: HIGH WATER ALARM Ate. ® _-f==' SEAT,SEE ARCHITECTURAL ELEVATIONS 8 W O• FLOAT SWITCH VITREOUS EOUNS OSR TRIP LEVER CHINA,TWO-PIECE, N z GPF,WHITE, Lw LW LAUNDRY WASTE PIPING PLAN �� mo 0 ————Lv———— LV LAUNDRY VENT PIPING - - 1 - W �v o 0 4n-� CN U V LONGATED BOWL,TANK TYPE,KOHLER K-4636 P-1A WATER CLOSET KOHLER K-3998-0 3 2 /� c W u a F Z; SEAT,SEE ARCHITECTURAL ELEVATIONS& of p W C_ o g Iw IW INDIRECT WASTE PIPING p `o c LANS FOR TRIP LEVER LOCATION = r 3 4, Iw CWW CLEAR WATER WASTE PIPING WHITE,VITREOUS CHINA W/OVERFLOW, ^Z u rP TP TRAP PRIMER PIPING CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2 2 �" �"SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. a G G NATURAL GAS PIPING GATE VALVE 1 WHITE,PEDESTAL W/OVERFLOW.POLISHED �,,��"z""�'^'N,,, cw CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2 2 �,OON- CHECKVALVE ��� CHROME FAUCET W/POP-UP DRAIN. , HW HW DOMESTIC HOT WATER PIPING NDCw NDCW NON DOMESTIC COLD WATER PIPING �„ �„ WHITE,VITREOUS CHINA W/OVERFLOW,CHROME ; P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" AUCET W/POP-UP DRAIN. 0-4 BALL VALVE STEEL COVER s•r a',c NDERMOUNT,STAINLESS STEEL SINGLE BOWL, f+y4 "" o6 NATURAL GAS VALVE FLOOR SLAB ......., _ 29 V --x 15 24"x 7 8A"DEPTH.PROVIDE GE BALL AND DRAIN VALVE KITCHEN K-3183 INLET-� P_3 SINK KOHLER K-8813 KOHLER K-10433-VS 2" 2" ��� �„ GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, till DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN c::: I 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 _ ATURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF EFRIGERATOR,WHITE FINISH lii VIV VALVE IN VERTICAL (TYPICAL SHEET METAL SAFE WASTE PAN 2"UPTURNED Z a TMV THERMOSTATIC MIXING VALVE Y1-3 WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR so O Y2=3 OXBOX ONE _ _ > Y3= 12 P-5 MACHINE VALVE SIOUX CHIEF 696-24138E 2" 2" 36" �" AN 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-TS 10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& O� 1 SEWAGE EJECTOR PUMP DETAIL W W/FLANGEND K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, CN P-6 TUB KOHLER KOHLER CP 2" 2" 1 " K-1150-0-LA BATH SPOUT,SHOWER ARM A �V Q O FLOOR DRAIN P-O O NO SCALE K-304-KS-NA SHOWERHEAD. —j 0—m oED OPEN END DRAIN N NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z Q } M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE P-6A SHOWER - - KOHLER K-TS11076-4 2" 2" �" 36" SHOWER ARM W/FLANGE AND SHOWERHEAD. Lu 0 t\ PIPE UNION E-CP LOOR DRAIN,SEE SCHEDULE. Lu 0 N 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" 1 " 361, Z THERMOMETER /1 TILITY SINK FAUCET W/LEVER HANDLES w� CC W C � PIPE CONTINUATION J� Z � VACUUM RELIEF VALVE O o PIPE UP THROUGH SLAB ABOVE ` �� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER 1 0O BLADDER TYPE NZ Z —♦ PIPE DOWN THROUGH FLOOR SHOWN EXPANSION TANK HOT WATER TO SYSTEM O m Q Z Z SUPPORTED FROM PIPE RISEIDROP BUILDING FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS � = oC W&T WASTE AND TRAP STRUCTURE W J U U Q Q co CLEANOUT AREAWAY,COLD WATER AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - CAST IRON STRAINER,VANDAL N 0 $ PROOF SCREWS FCO/GCO FLUSH FLOOR/GRADE CLEANOUT INLET CW W&V WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB - _ _ - Y4„ - 1/4 TURN,POLISHED BRONZE,FREEZE PROOF W&WV WASTE&WET VENT UNION(TYP) — WITH INTEGRAL VACUUM BREAKER BV BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, HWH-1 AMERICAN VSCE32119R - - - - 1" 1 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP HEATER RELIEF VALVE PROVIDE WITH EXPANSION TANK,SEE DETAIL Z VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC WITHIN 6"OF FLOOR HOT NTS NOT TO SCALE WATER 120 GAL u HEATER O CFH CUBIC FOOT PER HOUR U J O r, iv L N SF SQUARE FOOT DRAIN VALVE m LOW LIMIT OF WORK U N O UNLESS NOTED OTHERWISE 6"AFF FLOOR V&C VALVE&CAP U FM FORCE MAIN 2 � (INV XX'-X") INVERT ELEVATION 01-1 N ELECTRIC HOT WATER HEATER INSTALLATION DETAIL P-0 NO SCALE 7 J N L � GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING FUEL GAS AND E ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR N AMENDMENTS 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 N 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 3/41,AND SMALLER ( I 11 SHALL BE CPVC OR PEX � 11 1 �❑ 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF X-0"BELOW GRADE I I 11 I❑ UNIT C2 LEFT I UNIT A UNIT C1 RIGHT :�_]----GAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM PIPING SMALLER TO SLOPE PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I 11 I 10 EACH UNIT BY PLUMBING CONTRACTOR 7 ALL SANITARY PIPING TO RUN BELOW FLOOR ALL VENT PIPING TO RUN ABOVE CEILING UNLESS I I' 11 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 1 1 1 1 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED ' I� 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-C1 RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED G 2"G(281 CFH) ZzW mo E N-= V coC F y'- jO [O C W U Q d' q� d C W t O Q O 0 O C cl N 3/4„CW U u Z z o U Q G Auuwun'^h GAS DOWN TO BELOW GRADE F ='•�c : 1t ,sc ac -101 U N C9 Z O s/4„ > w o' h^HW 2"G(281 CFH) 2''W h"CW CN Hw O cw Tr f ��W W CN P-6 I �h-,CW L Z } Fr-----r iw �. 2„V Lu HW �--�� 2'W8T V) Q i i i CW CW — '�2"HW Q J _ s 2„V ��'CWcO C Z L � O „S �" n cw cw 7V 2'W VO \ E� 1/' W 1h"CW Z S cw -0 > G Cw O cw cw Hw 2 W&V —� {�s 2= __�� cw cw — 2'W&T 6 i W cw P-2 U PIPE 1/2"HW&CW TO PEX MANIFOLD 14„ h CW in w U Q N 0 2^FM—�0 11 3"S /2"HW /1"G 081 CFH) FM II 3"RADON BELOW SLAB BY GC 2"V (2)h-CW h"C W SIMPLEX SEWAGE EJECTOR 2 4" ll 3"RADON 2) CW SE-1 SEE DETAIL COORDINATE PEX PIPING ITI~ Z TO NOT RUN OVER I ---120 GALLON ELECTRIC ELECTRICAL PANEL ON HOT WATER HEATER THIS WALL c3i�'c3i� HWH-1 „cW N 1"CW—O 4 cw y `---1"G 000 CFH) REFER TO CIVIL Ir ^' DRAWINGS FOR FP SERVICE I I i `v CONTINUATION F _o—/2 HW i cw 2'W&V 1 DOMESTIC WATER SERVICE �/2"CW _ n� Lo VJ DOMESTIC WATER SERVICE HW PEX MANIFOLD {� N UP TO ABOVE GRADE BY SITE 1"HW VALVED DROP O". CONTRACTOR 1"CW VALVED DROP IN FP SERVICE CW PEX MAINFOLD (SHOWN FOR COORDINATION ONLY) HW C ih„C W 2"LW PIPE 1 h"HW&CW TO E INDIVIDUAL FIXTURES 4" 2'W 7 2"V /2 HW �--o h"CW 3/4"CW o 3: 0 O `D a" 1 UNIT"C2"BASEMENT PLAN W/WALKOUT P-1 SCALE:1/4-1=1'-0" Z Z W d0 ECO y C co U v y >NO O G W CU Q Fx O NOTE °C G W C o Q ON UNITS WMALKOUT BASEMENT, U = 3 m WALL HYDRANT SHALL BE LOCATED ON U L v LEVEL BELOW,3'-5'ABOVE GRADE. ^Z U WH 3 � /4 .,CW �,0"' al NEJ 3-4 f''i4 1s Qs,.'•.:.., vim`.` �4"G(25 CFH)-mot Z O cn 3/4"G w C) Z O O C-) P-2B _ •�- CN �h"HW U r 2'W&V LLJ v) � �h-,cW V) Z � I TYPICAL FOR 2 06 Q J P-2B �-: 2'V �_ � O_ 3"S fzcw,i P-2 -1�-2'v 2'W&V • h"Hw F-' 1/z cw �"HW P-6 'L I "HW TO DISHWASHER • 2'W&V (4)1h„CW o--- ( 1�"Hw � PIPE 2"W FROM DISHWASHER /z"CW (2)1�'HW P 6A 3'S-�• •f-2"W Z � TO SINK TAILPIECE • __♦ FD-BI 2'W&T • • P-1A J 1 LP 2" � � -♦ I 3"S --- • ---�, I ���11 • •�-��• Z J \ 5)2 V • OI P-1 0 -(2)2„V 2„ •f1k cw 3"V C �h-cw —•L--- P-1A UP-3 -i / •r-2W(2)z"v 3"S (2)1 vi JU ZQ w --J 'b -2'W8T P-6 (2)lh"HW p cn 0 3' 3"RADON � 114"G(181 CFH) 3"RADON 1/z" "Cw�•CW 2'W&V � P-2 11/z"G(181 CFH) h"CW 1/z"HW &V �-- to-0-1 1/4"G(136 CFH) WG(20 CFH) Z f2"V U. O P-4 •!—h„cw w 0 f" 111Cw —————0---2"V J m N DOMESTIC WATER METER MINIMUM 12"AFF I ^' � • W/SHUTOFF VALVE I ` �I � START OF PLUMBING WORK I P-7 •-h„HW ' ---- U � � DOMESTIC WATER SERVICE i 2'W&V Lo DOWN TO BELOW GRADE BY 2"-4. 36"CW /1 SITE CONTRACTOR i � IN (20 CFH) � CN N FD A I lip -5 • • -M�--2"LW&T I 2"LW&V I h.'Cw N h"H W C3 I I �Yz"Cw —J • 3"S WH h„HW 3/4"CW 2'W&V cw 2 UNIT"C2"SECOND FLOOR PLAN 1 UNIT"C2"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" P-2 SCALE:1/4"=11-0" z z ku E SO' W N pOp 010 a U Q H y r j ON [p CW U Qa' ac C F Ot p., O _ a C U x D 3 U r,Z o oc Q �tuuu�N„� .`oat'���NEyy rti�y N Z O N_ W C) C) CN 4"VTR Z ?- RADON VTR Q II � li O I E I I c N rr o o z z �3 RADON � LL! U Q I o � N � I 2"V--0--------I 3••V PIPING RUN IN ATTIC SPACE I I I I I z I •-------------------- U- O op N N > � u � � � LO N F- p. � N z .c: E N 1 UNIT"C2"ROOF PLAN P-3 SCALE:1/4"=1'-0" to r FATE mvE tiles am am- MR s•IIINaom SIR \ s I1w m1eECTED TO LIE DmIKI N G F1 V PM NT \ 93 ,s'wa(er Ins)Ig 9,J 1. Its Its 11?119,f-i s no b',a�laa c Z JAS M I N E LAN E — U N IT CZ .�: �' _ — LAIC CUlSTEERV_,10,1;a��ER 21 CLUSTER 8,10,12 LAVENDER,NNE RYE BROOK NYE f15 CLUSTER•E--t,11,139 LAVENDER J[ ' WATER SUPPLY --•-�•��TT �I'S ` �!) CLUSTER'E•-9,tt,t3 LAVENDER;.MIE __:. 1' CLUSTER,G•-3,5,7 LAvE'W.Ate STATIC PSI: 50 PS = �' C.,1S'ER 7-2,4,6 LO-NDER A[ RESID PSI. 40 PS 1�m 1' `,p i6 CLUSTER''•0• 2,4,6 ROSE ME its,_ ns It°. N ,`f 1� T t->Er a"a" CLUSTER -10,12.14 ROSE.ANE FLOW: 1050 GPM 1�;R' p - T�■L Its r 116 r-_;� /r-- - -- CLUSTER'R'-3,5,7 ROSE.ANE -� 11y p� Po /j CLUSTER"S•-16,18,20 ROSE JV� lit 'A pT P \ �/iCLUSTER T-9.11.13 R09 LANE 1'0 CLUSTER -21,23.25 HONEYSUCKLE:ANE CLUSTER Y-15,17,19 HONEYSUCKLE.ADP f10 '�-In!�F+io.r(TrP.► CLUSTER Y-9,11,13 4 NEYSUCKLE;AWE !c►Ir U a+aA10 iA1Ex- III Po s " S i,, wm Br OTHERS) �� </'.�/ m CLUIS'ER'GC--3,5,7 PRIMROSE LANE e,o l FOOL:S:NL:.• - ��\ \\�� Iz5 \\ \\\ 906 Po (6 A l 1v v�,,,u,�u-8,1D,12tMR�E ANE \ \\ > IT 14 \ ti , CLUSTER'K -1',13,15 PRIMRM LANE Po NO, °'110ETifflalD sAt� N (m CLUSTER •-21,23,25 JASMINE.ANE NFPA-13D GENERAL NOTES 12 +"WNA ITS CLUSTER _13as,n JASAItf tADP 1�o I \\ rIN6.u7a DosO, b �,>j °IIs 11 CLUSTER'1NYr 7,9,11 JASMINE LANE r As BIT 11IS1 W7A.UrxY ✓., / f\ \ IW or TW aUSTL>rm Wis s„ Po 114 115 CLUSTER')OC-2,4,6,AW:NNE 1 SYSTEM DESIGN-RESIDENTIAL AREAS WET Sl'STEM) ��\\\ \\\ Po I's I z ` p p3 '1, CLUSTER w-1,3,5 JASMINE ANE PIP. SPI"LER SYSTEM IS A HYDRAUUCALLY CALCULATED WET SYSTEM �,;: 1 ,\' fe I CL, -4,6,8 MULBERRY COURT OFFSET Nc_D {• .\ 2 /,./ i0i Ig T oil CLUSTER•AAA'-3,5,7 MULBERRY COURT PIPING HAS BEEN STIED USING A LIGHT HA2AR0 OENStTY OF.OS GPM OVER MOST REMOTE♦SPRINKLER$ }C �! �\ <.\�;._ � 1 y N A COMPARTMENT USING RESIDENTIAL SPRINKLER MEADS p \� a It 19 w IS MAKIMUM SPRINKLER HEAD SPACING-324 OR aFAV-�� WOOD SCREA•t0.:t 2' 15 � SYSTEM DESIGN PER N F PA.113D(2013 EDITION WOOD TRUSS 017 9FAL4 \\ \` - ' _ .:�'�:. IJ !MIDI O PIPE MATERIALS I P ".�I AU PIPE AND FITTINGS ARE aLAZEMASTER CPVC OFFSET HANGER DETAIL HALF STRAP HANGER DETAIL ----——-- __ 3 CONTRACT INFORMATION N rS N rS. WORK UNDER THIS CONTRACT CONSISTS OF THE FOLLOYANG DESIGN AND INSTALL A WORKING SPRINKLER SYSTEM PER N F P A.-13D 2013 ED TION �� Y -DRAFT STOPPING SHALL BE PROVIDED BY THE OWNER'N ACCORDANCE MATH THE LB.C.2003 EDITION -.... -_.... -- ---- 1�r U10010am tgTER O -BATHROOMS LESS THAN 55 Sa;T SHALL BE IN COMPLIANCE N,TH ME REOUIREWNTS OF NFPA-130 6.6. "! - -- SITE PLAN ;� � ;� ALL BATHROOMS ARE NONCOMBUSTIBLE SHEET ROOK MTH A 30 MIN THERMAL BARRIER ,• N. T - - - - - - - - *V f IZUTE MW■el 30 But -CLOSETS LESS THAN 24 SOFT SHALL BE IN�4PLIANCE MATH THE REOUIREMENTS OF NFPA-13D 6.6.3. I i CLOSETS ARE-3NSTRUCTED OF NON�IBUSTISt-E SHEET ROOK MATH A 30 MIN THERMAL BARRIERTIL -EXTERIOR BALCONIES SPRIWLER PROTECTION IS PROVIDED ON ALL BALCONIES AND PATIOS OF DOW-LNG -_ 1 UNITS IN ACCORDANCE MATH THE IeC 2003 EDITION.SECTION 903.312.1 I .6 o - - - - - ----- - -- -- - -- - - -ATTICS ARE NOT USED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EQUIPMENT. - - - _-I� _- - -- -- _ -__=fi -'- _ - -_ - - - �� o I I I I I Ilr---- -- -F- ----- - --- STAIR _u UNFIUIS iED - - NOTES TO THE OWNER �� f !• I - --- ---- - --it - - - - ^ UTILITY PER NFPA - -+�1Y--' - -••------ -_ -_. - / � I � A j I I I I III' - - ---- - T-.- 6 9'MAINTENANCE _ ' E I I I I _ _--_ -_-- ----- `II _ _ 6 9.1 THE OIVN-R SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKI cR SYSTEM -_ �O 1 , I J 40000 AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION - FINISHED 5i;' I III 6.9.2 SPRINKLER SYSTEMS SHALL BE INSPECTED TES ED AND MAINTAINED IN ACCORDANCE WITH NFPA 25 STANDARD FOR THE INSPECTION TFSTING AND MAINTENANCE OF - BASEMEIJ1 •�� So3 /!0-�: I ( ( ~--- -- -- ------ - II --'e -- - - WATER-BASED FIRE PROTECTION SYSTEMS. .� A.6.9 THE RESPONSIBILITY FOR PROPERLY K4AIN'AI\ING A SPRINKLER SYSTEM IS-HAT OF THE 1 , a = ,1 10'-6 OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPRINKLER S IS-EM OPERATION ^1_ _ - -UP 1D TW RO(fT t_ w FOR FURTHER INFORI4ATIOK SEE NFPA 25 STANDARD FOR THE INSPECTION TESTING AND VAINTENA`_= °_6 I n^ / _1 I ,_ OF WO TER-BASED FIRE PROTECTION SYSTEMS - ADDITIONALLY - 1 YOU MUST MAIN-AI'.SU=FICI-KI H-A THROUGHOUT THE PRE`41SES _ -,.----- --- z PREVENT T-IE WET SYSTEM FROf.r FRE-ZI\G ! - ! i ---._ i I - -- ,)I-___=___ ==-_- -- r1 /y `v 2 YOU SHALL INFORM TENANTS 0--PROPER,ARE N=CCSSARY 10 MAINTAIN ` ! _ ! _ _ •. t- - - - a. THE SYS-EM -.- _ - -- --•= - t - - I I II T _ T - 3 IF THE ONSTRUC ION OR OCCUPANCY IS ALTERED IN ANY WAY tt - --",- I� I I I I I ! y III I I - THE SYSTE►'WILL HAVE TO BE UPDATED ACCORDINGLI so• - - -'-- • I I - / - _ .r 0 Wkk4N� - �" (jJ e] FA ff - 1'� I i ---- - / - -� III 0 �r ICTwAf 1NaY.7te'SIPF'�IARRP8M1,o1x n4l rnnNA A IKRSBYI 1Alit3t sE!Ta!1 - '�---- •! ,- I --- - A op Or►IOUX WM 74r 17100,E OW Tat ONM RSR WWW wit, / I I _ __ - (I VK TIT{P,it AVD mu PRESy/E GWO A•'TESr00 rl1rE -- ------- - - - I -- - -- - - - r as rani 11ear4W DDW pE01 DM-I*Asmal W I II SO d1TTWY 1111E MU 0)"A IrffJW UW9 gflpfc 2'Aft MOm zmumer MAU DEat OrtECroa ASST)al In SOM BDITETdi':wou T1r,l ODINAI�A MUSK:Awl 511 m SOB 0•6 �• - tfS�K A I I I I ' I `.;>%/ ,/' - --�/ • _ / 4WD �Ni08 510 s,o soe B06 r °a.1 NEXC AVATED }_ i- / /" /// u / I Ir tACD"w!'R9•Sad11ED BJausv vot rm axm A wukk wm StITTDI r Ulf MAUL MW 14'G1d0 K DEC M XM 1 an 10 AERT SPIti1t1ERS Y, 1 i / j // , / , ,• -� VA TYPE FLW 91'D�SkU POW GKU A'• 1)O*WE � NFINISHED 2'�sE>tUAtE 1a1ER STIPct'L!E- _- _ UTILITY e� Ir �-Or MXLC MODEL'14r Q=4 DW LOLL OXIIIOL 1W 1114W SM u- / - W(TIR RoN vro STEP PAtlM9 rAIG a TEST Vw,�1x p�11r rrAac!NOON.71e St3El,TI a xw vux n„CartAA A MIEAIMI WPEP STIED! ��' 2'r or 1L uc"a�0'Owe mcm Raw � - ry C --- - - - -- - a.MR DIECCIEOVIE:� -Z. 2'Aft Mall 1AMMI,�ODAIJ DUK OETECTat ASMY TUT!, SUM B117M VALYT3 11W MKkw A W'ITAM LAIM 9MM - Er+SEr.ENT FLOOR 2020 z NOV 19 • �tr=v:_cvnT - UNIT C2 UNIT A— UNIT"Cl 1RE0 F�� - - FLOOR ELEVATIONS L?�pVAL.RE� 1C�. `°�' BASEMENT TC FIRS!FLR.4-C _BASEMENT FLOOR F/RE j).0.14•AP QN D� VILLAGE F RYE BROOK SPRINKLER SYSTEM RISER DETAIL FIRST FLR TO SECONF FLR = i0'-2" c,Qc o T T/ / e .t�FL OW��' ��I LD I�1 v !�� � � � � I,.� , 74�'7EC77OA#1 PLAN SAC � � I��_ Ao.1�,-���`T' N.T.S- SCALE.r 4'"-IV" SYMBOL LEGEND SPRINKLER HEAD LEGEND 'All ur,,�Ixatw�ns a•e Uo!ie i,eld measured prior to"at ncatu:1 Whether��r not indl^a:l d or the Crav:tres thc'foN���.i�c items are tc ih orpvlded NEW DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN JOB INFORMATION SYMBOL DESCRIPTION SYMBOL DESCRIPTION anti installation Dy the sprinkler,:on;rector. Heal!Cabinet spa, ht:ad,,aru dead wrev,h per NFPA 1' OF Y� PROJECT:KINGFIELD DEVELOPMENT �Y7 r 1Y7R:L1C4EFEREIICE'01 a �EKeE91rrr9u!!E71►�Farv~LmPE�EMrsIRTr�Ic�;gE5 ,9EESHAr ; ADDRES5:INTERNATIONALDRIVE "J 2.All dim2rlsiorts shown are:end to end -P-,�visicns t.�r fl�,sittnC rorlAecnons Orr.dralt7m^y M D!!Pipe ���vGENgp 9'j- C.�3 E.E•ATIONFiE_Q;-CPO:S=3 REVISIONS: DATE: r CONTRACTS:OOOO 3 Hial,!erlTrn_ratjm rends are to be field im,tall;.-o wr,e:L tquirea Irspectet's test.onne,lion shall b,,arevided Lor eaLh s:ste r !��� * CITY:RYE BROOK STATE:NY ZIP:10573 4 All pi!-:and h�;ngers are to be in.:allell,eF NFPA'3 Nyd:lUli irJenti!iva!ian plates 4 NFP.A reeuireci signs yANAv °c1 (-I E AAIIDMA30LERl,?;306i Q! �EN&E't�E DLIU!ieSP04SECOKlIFDY:WIISPi1gfA,7!F O�6 gz7C!>Ec�tEE Sk1�G CLIENT:THE WARJAM GROUP PHONE:19141 761.250 �.L ti, r , !, ,� * Nn u1 poi 20-0) EEAATIOI"OPOFSF3 CONSTRUCTION:WOOD 5 G'tc:.tee we?systems s.•aL tl.ovi.t a re.re.'.al:e FTer P! w LTD. PROTECTION 3.All neve piping is to L`c hyd:ostatical!V iestre at no!less than 200psi It is to building owner--espL nshAlhy tJ oro,idl,_ldeq,iote he.7T t0 all 7rea ir.tie r ry ? ® CEtJ�G iBGt- � iE VB�E f R:51 a:SP 1TNLiWQOVT.. _y�lV(E4'7�Pi,l(a.:�trtDEt;Fc_.SNtZ1TD' O ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1)4 !- '!1 54:p: or-ss ,r` r'} y. '-c sy• 4 ac t:.: �- COLFIIIEFGEEAATet.:fG3t OCCUPANCY:NFPA 13D !or, o.,.s.or:•1i tii ir•txc:es:o,The marinrsrr -L:re �uildinr !e.tr':d a v:e',o, rin..ler ,rrn anc to•all%'mr-,fill(---.S,:• ,7i :ai es 2� 4 �cA A CITY:RYE BROOK STATE:NY ZIP:10573 15 INDUSTRIAL PARK PLACE,MIDDLETOWN CT 06457 when the mavirilum pressure to bF maintained is in e\cr ss of'S;psi, and system ripe;s!o oil,.typf-,systems• 1 S'�. 07812, p�PoSEUP F 6'0 5> 4oie�lrALSCat►u. Vc Ea 17V t..-g2i)GaEE 31 R 4..- SYSTEM TYPE:WET t� 7.A r•uicl:D enhe device is requires%,.!, y ,,.-•r- (.try ype•>� y ,c A P PI:AgS0O"' P:860.632.8053 F:860.632.8054 p e d:,�sttrr vrlUr:1r s;xCPeQ: .Ai-pre.��r s^all ve maintainer!on all d. t' S•.;er.75 ar•a�.rr;v,.c;aut.,r,;;Ttic al• O \0� DATE:!1/1 I/202D FIRE SPRINKLER CONTRACTOR CONTACT 501??'all;;nc per NFPA T3 ^m,Dressc'C^la^!al!'S'a;enY SJcCitlCall•,ap;rN>Yed iOr lyd r?able C':1UtOTa'ICa11V R�FESS PPE '� T"C^IArRFSC7mmyPE'031TSPRIie--wT.{.45 E'75}GTE.SIK,rZB.MTF;iHrE4VIL _p WWW MACKFIRE COM NFPA•.:s_a;7ply re;T!Ni!rc ;•I::du:u t',re,aiTed al.Arcs,Ire 0 3 P EGROXEDCOLP.1001-Tr'!1,�'� AHD.PORT CHESTER DESIGNER:TODD DEUSLE PHONE:!4131 530-551 ' © 01 PI�L':hMD./E.6TFlGUCS TOTAL THIS SHEET:• TOTAL THIS Joe: FIRE MARSHAL E-MAIL:TDEuSLECMACKFIRE.COM LICENSES: CT:FI-40291 MA,SC-12O494 R1:000347 ZM:XWTOR 10 ADEOLWaY P&LATED[HE SECX 12*OCEP I)CL4EERED FLOOR Ita 0%*Oc- 7RAM AREA 11".THE�"To W%IRE THAT K KIN F1 V RM NT 17%KER PF DOES HOT FREEZE LIP 2 LJ A IS M I N E LAN E U N I T C 2 RYE BROOK9 NY. U Iss 16'ED DCKM I'M RM 0 16'O.C, RM ALI PPES AV4 TIE�WE CELNZ AS-0 40 I TPIT AS POME TO ALLOW FOR WAM AREA OF NWFON :IRS] C,-2 6 kR k(.L 17 V�D DECK OR 8 UESTONE PAVER L 7 Basement 114 0000F SUB GA RA GE SEC TION N TS. f 40, LlVIr4G \AASTER BEDROO&A Or LP rMI;TK amm—, If W LP M tHr%on Raw IIIA YOKiR J( tOff TO MP OF MJIC x., K Le no K 6-14 (502) 71 x 9-6 2'CONTROL VALVE AND ALL UNDERGROUND PIPPING Z. 9.0. IS BY OTHERS. MACK FIRE PROTECTION'S C,�%TWT V17-4 4-0 BEGINS AT 2'FIRE SERVCE WATER LINE LEFT INSIDE HN'DRALTIAC r)ESI(;N DINING I,—- — C1 IHE BASEMENI 4 At t7\R I IF, ROOM IRS1 I X)F, I)i k R( IJF MAT�R I- HYDRAULIC DESIGN CRITERIA 21 immun FR Sm Nam tK am *0 wo D(Ms";M(Err Om Density .05 VARIES r am vul Ito WONA,tAMPER wo a Spacing LP to x r-IN wo(Rf Twz, K Factor 4 9 SEOX rLa VIA_�-ItA 7,MWOW Ix MW STR LK Up Hose Allowance ;v L ar. ZZ wo"M OCAM(W otim IF 10 1)( c, This System is Designed to Discharge SEOX 110 7 BMW M1 at a Rote of .05 GPM per sq It of Floor Area Oyer a Remote Area of 2 Sprinklers when Supplied with Water at the Rote a' 34 7 GPM at 42.-PS at the Fl)06DW0 HDDE'V !!=A. KITCHEr\ RLN%%KLR I AKA W M K z ABIX 34 X 3 10 p7 z Z/ dO ol F 0 94okE.LK ICH1 X.TOP Cy CIAK .4-j 2- lo LICUOUX F9 SM%LT.LK Wo 7-4 Aic mm 4T r aKM*W fr�KEF3K WOU WO It- P"p VK FLN slincH(11,am% 7'jQ)VQK FR SR<Wo IN up A NDRY_�:��_ 1%WAIM 0C zm(r MM 0_61.1� 8-2 3-10 FUM am Ijr up 1`111011 r4 6 <\ GARAGt: /Mm 9W0 FrE F 9W MIA TM 10 THE KM am F YER ADffWm IG01110k KW if PLfC[SM DOD IN I*%cwmcm 1111n. Z, tiff AD INWIT*OX W DIN EO L= UNI T'A 7W,Lr PIN AI(D 7WI-P WA WJ7 EE t4l.16167_k OK AfIS 95111,11W FM FIU Mb jG"U So Tj#j KAr FRON D(RDN ---------- UNIT"C2 11)DR At I R 1)1-.Si( 2'MOn WtVE WIN W19M I&V WD I IN DRAL I_I('13E.Sl(yt\ UNIT"Ci JL08 C4*WA"AN ADO)AI TaffWa f".14 ki ox M ED ro wo(BY 01HM am Ila, kit�141%�.' ARM N FFE MD 7QMW Ik%fit ;IWI,II0()N 2'MIXON)FRE SM MID LK IF 1.Nk RUO 01K OGA*'* lino WATM OQMM M 04% HYDRAULIC L)F-SIGN CRITERIA ,TF 2'CONTROL VALVE AND AL,UNDERGROUND PIPRNG HYDRAULIC DESIGN CRITERli- -PW,4CF Density 05 15 BY OTHERS. MACK FIRE PROTECTION'S CONTRACT Density 05 Spacing-VARII S BEGINS A'2'FIRE SERVICE WATER LINE,EFT INSIDE Spacing VARIES 213 it 0%MW R Factor 4.9 THE BASEMENT K Factor 4.9 C"%b 111W CRA Hose Allowance— Hose Allowance— Rmcim amAL Pow"@4D This Syste-is Designed to Discharge FIRS T FL 0 OR FIRE This Systerr is Designed to Discharge at a Rate of .05 GPM per sq It at a Rote of .05 GPM per sq It of Floor Area Over a Remote Area of a'Floor Area Over a Remote Area of 2 Sprinklers when Supplied will,Water - FIRE PRO TEC TION PL A/V 2 Sprinklers when Supplied with Water at the Rote a' 38 GPM at 4� PSI ci the Rate of 26.3 GPM at..4,PSI INSUZ,A TION DE TA IL FOR A L L SPRINKL ER at the FF RSO�WjU Y SCALE.-1 4"=IV" at the FF tuwW KIN'S' IN OR A DJA CENT TO UNHEA TED SPA CES N.rS. All pipt.Ix altons are to be field Vic-asored prior to fabricatfo;� Vt-'hether or not ii,dica:ed of-Oit o,a%�.,irac 1h,followi,or items a;e to 1)-�pr._ivi,-jL,.j. SYMBO�.LEGEND SPRINKLER HEAD LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN JOB 114FORMATIBN 'in ,-I installaLinii I:y It 0 sprinkler con!fnctor. -it 3(!I-ahino-I spar(l;-_-adN viou he�d pe;NFPA V- MAURC:9LL'RESC3MC3C:AZPEa4.19*tKg 174-04.�g'E5X1,:R9 SK--_--5 PROJECT:KINGFIELD DEVELOPMENT 2.All aiine!lsions Shown�ire:end to end P-ovisir ns for floshing,r:wnecljons as,c draiiiing of all r-1pe r(A REVISIONS: DAIE: ADDRESS:INTERNATIONAL DRIVE rn 3 Hiol�!enweraturc nems,are In t�lield installed where:t:quirec Inspeuvi's test onne,lior shall be providtrdllur ea&systell %)GF-le E_:,ATIONSLIX�-OPD;-S--EL CONTRACT*:0000 CITY:RYE BROOK STATE:NY ZIP:113573 -1 All'pipe-11-and hanjjefsare to be jr,.s-,)* IV E_:,ATMa%EFIt5?-:';LWR 0.' REAW'GW%C,(R:90�U=EALUPE0M$PWW-,?W-KxU-,2TMM SLt ' W Niiiio/W L6 I IletJ per INWIPA I -,Ydmulic wenfitlication p!.ites INF-PA equiredsigns RAY15 fall provide a relief valve per NIF PA 1 2, Ix (XIII 20-0) L.:yATM�:'0P0FSrza CONSTRUCTION:WOOD CLIENT:THE WARJAM GROUP PHONE:19 14)761-2500 5.G,idd,�d wet systeins s1l co LTD. 6.Ali neve pipinf4 is to b,hyd;oslalicallv zesiEmd al no!less than.20up.i 11 ib tn,�,budding,ownets--esvonsiuility hL-j,iri!all jra,14 jr.tt-.e 0 F I R E P R 0 T E 0 T 1 0 N 0 * C* Lu ADDRESS:5 INTERNATIONAL DRIVE-SUITE 114 for 0 m:5,tPsi In excev�nf t-emsoximur,pfesSillrt: �,:Jildinrj prolecled t'i,we type�Prinkler n'-nric fw all water fillel supri�-A klailvell r- COMPUaf GE0AU�Wa .Pe OCCUPANCY:NFPA 130 CITY:RYE BROOK STATE:NY ZIP:10573 wher.the mawimLinr pressure%.be mainiciintd is ir.e\cess of'5upti all,svOern risensic ory �-;slelws. FI:f R9 UP SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE.MIDDLETOWN,CT 06457 Cq 7.A ca;icl openinv_.device is requiiec;v;hen dry systerr volurne�,eceLe., Ai:p!euf;�snall Ex mrtintatneri of-,all ory tyK.systems ny ar at, PPE-LRqSWA,. DATE:I I i 11,2020 FIRE SPRINKLER CONTRACTOR CONTACI P:860-632-8053 F:860-632-8054 500 rjallon_-,er NFPA 11 ron,presso,a:plan:ah sysen,specificali,v-ir<.,.,*,d fo.,ard capa!)Ie cl aullo;rvicallv 07 PI:fRQ&WP.: Ck.4 rmFtrFtEsr-3mWP:vwsPqwD.-wT<.4.gC-753:pasK.7yrBmt;HrE:t& NFPA 1.17,apply ac equirec riain:ahifi:u the!ewired at,Press in. 5\ N, W-3 PI1EGR=EDCM_PWSIqrM PORT CHESTER DESIGNER:TODD DEJSL.E PHONE:1413)530-5519 WWWAACKFIRE.COM a. FES A w: TOTT,TmB SHEET: FIRE MARSHAL E-MAIL:TDELISLECIMACKFIRE.CGM LICENSES: CT:FI-40291 MA:SC-120494 RI:000347 LL. I TOTAL TmiS Joig: I I KIN F1 V RM NT Z &JASMINE LANE - UNIT CZ RYE B ROO K9 NY, H1'DRAUf.IC DFSI(-iN (\1(\HI\d• \I t(�41^1)1 I(K)k I11)R(H.\1+_, HYDRAULIC DESIGN CRITERIA 11)DRAI LI('DLSIC N I. L(\RL\ �I •1\I+t•Mvk Density os \1�11•li 1(rI1V Knl Spacing VARIES K Factor 4.4 HYDRAULIC DESIGN CRITERIA Hose Allowance - - - -- H)'D12\t'LIC DL:SI(;N Density ,05 (A HI I This System is Designed to Discharge Spacing VARIES \1\%1I k HIl PROM K FaCior 4.9 at a Rote of .05 GPM per sq It (!Al„(H,R of Floor Area Over a Remote Area of --- Hose Allowance - HYDRAULIC DESIGN CRITERIA of the Rate of 32. GPM at a3.8 PSI 2 Sprinklers when Supplied pplied Willi Water _ This System is Designed to Discharge at the FP 06Dva KAOE S' - at a Rate of .05 GPM per sq It Density OS of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4 4 9 at the Rote of 26.3 GPM at 36.3 PSI Hose Allowance t -- - ---—---- - of the FP 0!SCFp a NODE'S' This System is Designed to Discharge at a Rate of .05 GPM per sq ft ♦ -.--. _ o _z -_._.._1>-.: - __ — -_ f Floor Area Over a Remote Area of _ sf - 2 Sprinklers when Supplied with Water Ileat the FP at the oGDWQ NV1 GPM at 39.8 PSI 06 -- -- — ----- 3-DROOrA 1:2 \ - - STAIR ,• / � /-1 � � j• 4e. it 'P • / / , / H)i f)R\UI IC I)FSI(i\ j r \1 ,RI ur r Le HYDRAULIC DESIGN CRITERIA r•y, j �. -I / i_ t /� Density "acing VARIES YY 9P / WALK-IN K Factor 4.9 CL -=-=�= p j Z 1 17�.7/71 Il✓J ! / / Hose Allowance ( '`, ♦ t 47p/ This System is Designed to Discharge � sl12-0 soo i i(.'-• ,' � ;' / / at a Rote of _05 GPM per sq ft / O j !,. _ + 9 / •'� / - / of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water / %-,• ,�• at the Rate of 34.4 GPM at 45.1 PSI of the FP 06DWtCE 1100E Y -r i• � BAT- HA1 1 WAY y ,��.i / F l BAT- oor �. :• ;' %/� / / ; IM 177 /4t7'47ZXZ1ZZ7_ LINE IV/ i BEDROOm — - - - -----G�-._--- —-- --�— ---- NOTE. ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR S►tk,BE LOCATED AT 0-7'BELOW THE CEILING UNIT„C2„ H)u1tAI.�L1H.l)rsl/i� UNIT.A„ UNIT„C1 - ritt,k l(,�• HYDRAULIC DESIGN CRIT ERIA i SECOND FL OOR FIRE Density 05 Spacing ARIES FIRE PROTECT/ON PLAN ` K Factor 4A SCALE.•14"=1-0" Hose Allowance This System is Designeo to Discharge of c Rate of 05 GPM per sa it c'Floor Arec Over o Remote Arec o1 2 Sprinklers wher Supplies wiO W'cter at the Role of 32.6 GPI/at 4.7 PCI of the FP 06DiAR(I Ka SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION T Allot,,I,x'alians i?re to!c iit!ci me'sure;i nno:to fabrication \'r!cii Cr��r not IndICi itd or.;lit.^.rar:iras.i!,a to!tov+i(c items c�rE it,b provided. DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN L SYMBOL DESCRIPTION SYMBOL DESCRIPTION PROJECT,KINGFIELD DEVELOPMENT and ii?StallailOi?.^•)'?`](?sprinkler�onlrn-itr. --ir.at':Cal?inel,spi'rP i�':ft1ti s?t'•v f?eati y,•rY.t'•i;!?Per T\:FPfi 1': OC.NEW lO + 1YOIt:JII REFEiENGE°06 ? aEN�E RC9U'RESE?Ti*`G�Kf1FDPE�Err I:w K es Es�Ec�EE K=rs REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE .All Uimenslor,_snovvn art-end to end ✓ovisicnS fof Ilos ing.'.00ne'IIUns al'r.vrail'.I!?y q!al!(Ipe �!i GENIF CONTRACT#:DOOD s. iet fen?Utral.lf.:hf.?JS if'("tr, !ie!G ir,�tallta t\he:L 1gwreC Inspector's test conntctio;?shall t e rC\'IdcG for a cF s:ste;r U A C+.�] E,ATIONeEa;wD s: CITY:RYE BROOK STATE:NY ZIP:10573 4.:,11 pir�s and hangers are to be stalled;*.-NFPA(3 Nydr luli!NJentin(ation plates a fvF?A recui eri signs ��� # (►1 E rATIDNAMEFNSI:;3ax Q• REAMLE•aSfif'01.0Re$WJM1001CM)PEpiJiSPRKS'17NT K-U.�z�CpEgiEE g�t,�ituS CLIENT:THE WARJAM GROUP PHONE:19141 761-250 5.G•idr!cd wet systems Shall or':vidt-a relief ya1.*per NrPA?y ��� c n W (106 20-0) UvATKIIII°"OPOFST3 CONSTRUCTION:WOOD LTD. F I R E P R 0 T E C T 1 0 NQ r3.Ali new Piping is to L•C Iiyd:ostatv..ally to,trc!at no!less!har,')0up�i 11 is trio bui!Jing owners:esp n51:lf1'.y is oro.iJr ajirgoafe neat!a!all araa_in the � : I' 2 ® ��� � : Kim•F'Fes i'4ESo-Vttu gi¢OVt�•;D H:_5%�Vc E4 7(PT.K�:g11iD GF::.Sr1,�3 ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 !of,!IO,I.S.lip i?i�i?psi in excel of tr E:n.ar.lr?rift"(;cSSi:rt. ouilding olected O•'a vx:tV��c troller 5 if m am fo•all%:ilf-r filled Su'pl,pirc,a;"es 0���GEWBTEh'� OCCUPANCY:NFPA 1 3D �F'" > p 1` a,• A Ca CITY:RYE BROOK STATE:NY ZIP:10573 In v;her?file maximum..pr,:ssure fG be ri.aintAnel is in E\CcSS Of'5upa1. alto s.ctein ri�e:s:o r1!)•type•.,sterns. �� �/� WE RISE IF < RE_141'F"R%'a,ICKRE52MA DT0117ALSENAUSaI*(_S.17V(--S'.€20LJ:RE.91gA:•1x SYSTEM TYPE:WET 15 INDUSTRIAL PARK PLACE,MIDDLETDWN,CT 06457 7.A r4utck opening device Is requiiec%,.new dry s\sterr volume eiceeds Ai-t;res;,;re shall re i?alnldir:wr pr?all If)?ppe S)�1nmS.^,y ar:?pprr�y2i 3(iiUnir,tiC ar S'F 078-7 Pam' -�/� PI:E%R4SWA% P:660.632•8053 F:B60.632-8054 DATE:1 1/1 112020 FIRE SPRINKLER CONTRACTOR CONTACT 5T?Cgallcns;.r?rkF?At:s con?pressc,or plan!air s,s:emso,cifical!..?(.;o.erifararccapable!ofau,o;ra•i•_ally �10 OFESS\O� f��ERL�RNIPP:E ? lvCcurllEsexvll>ir'PEtIMSPIN(La vPr.<•ug><,w1�sx•TYz�o.wTTKt;trE�tsi WWW.MACKFIRE.COM a R.NFPA 130-apply as requirr?c main air,ii:iT the-'egjlred at,fr.t s ar•_ &0051 PFEGR00A91COLP-10191'M PORT CHESTER DESIGNER:TODD DELISLE PHONE:(413)530.551 FI:EVAA'a.lE-t1W.T:G5 TOTAL THIS SHEET:• TorALTHts Joe:• AHJ•FIRE MARSHAL E-MAIL:TOELISLE@a MACKFIRE.CDM LICENSES: CT:FI-40291 MA:SC•120494 RI:000347 LL FIELDWORK COMPLETED: June 2J, 2022 FILED MAP REFERENCE.• Subdivision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot:99 Known as 2 Jasmine Lane Town of Ry e Tax /D. Section 129.025 Block 1 Lot 1.46 asmineLane Access, Water & Sewer Ease. Per F.M. 29210 (Asphalt Pavement) Stone Curb (Typ. R=692-00911 Pavers Drive Walk Legend AC— Air Conditioning Unit ©— Sewer Cl eon ou t Area= 4,121 Sq. Ft. CR W— Concrete Retaining Wall ® — Curb Stop Water Service ®— Electric Box 0 — Electric Manhole -.� >a — Gas Valve — Ligh t Pole ?c o— Telecommunication Box o.. w c ®— Transformer Pod Z CD a: O— Water Valve To date, no Title Report or Abstract of Title has N N been provided. This survey is subject to a oo • current, up to dote Title Report. 00 v �-�' o ! W � o Q IECIE WIEF1 Property corner monuments were not placed as � ::0 0 a� part of this survey. � Z FAUG 3 0 2022 This map may not be used in connection with a o VILLAGE OF RYE BROOK 1 "Survey Affidavit" or similar document, statement 3 fi = BUILDING DEPARTMENT or mechanism to obtain title insurance for any Z subsequent or future grantees. 0 '6 ve ilt B A s Sur uy Unauthorized alteration or addition to a survey. Deck •,\di` J map bearing a Licensed Land Surveyors seal is �1•-51 . . . sJasmineLane a violation of Section �5 7209, sub division 2, of 43.82' Ease. the New York State Education Low. /R°' N 47 32'10"W Unit 9%9 °St e ' /Accordin9 to NYSAPLS Policy adopted January 23� Pen 50.78 for / 1993, the alteration of survey maps by anyone Common Area 1 other than the original preparer is misleading, „ . G LOTSSunHomes, Inc. confusing and not in the general welfare and NOT BUILDING benefit of the public. Licensed Land Surveyors sholl not alter survey maps, survey plans, or � v8t8 �►'1 me survey plots prepared by others. To wn of Rye Westchester County, New York %9 T Sc r 20 Doto: A t 2022 L�• . ENGINEERING, SURVEYING & GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. 01 20 40 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—9690 • Fox (845) 225--9 717 =SU I LT ' New York State License No. 050749 www.insite—eng.com DOCUMENT CQ 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 9 9.d wg