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Home My WebLink AboutBP20-248PEM SECT TYPE 10B I OWN CON' EST. V/B�CO # INSPECTION RECORD FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING RGH PLUMBING GAS ua� SPRINKLER/ ELECTRIC Low -VOLT CD ALARM wi— AS BUILT FINAL 2� 'Ltiil �-04;) 07 THIS BU{LD1NG PJIUST BE POSTED 1M1'fi{�APERMANENT, CGNSTr�UCTION TYPE IDENTIRCATIGN SIGN; F� PR{GRTOTHLISWANC'OFA C/04 AS rEQUIRED BY Far STATE LAW. OTHER APPROVALS ARB BOT PB ZBA OTHER AS-BUILTIFINAL SURVEI( REQUIRED PRIOR TO FINAL INSPECTION r FINISHED BASEMENT NOT I APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT VILLAGR P F RYE BROOK WESTCHES COUVi"V, NEW YORK ' --V* NO: 22-120 Certificate of ®ccupaucp This is to certify that�S C k�e brooY— ki Y+ners L I- C of, gv-,c Brea�-f-t Li 7' , having duly filed an application on D20 0?9 requesting a Certificate of Occupancy for the premises known as, (f , Rye Brook,NY, located in a Zoning District and shown on the most current Tax Map as Section: 167 69• v( Block: J Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.oe' - L , issued 20 o7G, 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" lone" / Construction: for the following purposes: QC� _ �Si rile Q Y) I ) y Vve-1 I I n WTIV1 n + Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has b en o�t ' ed-€rarn-th uilding Inspector. Building Inspector,Village of Rye Brook: Date: AUG 2 4 2022 �yE fC� VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914) 939-0668 Christopher j. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael). Izzo Stephanie J. Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE August 24,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 13 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.57 Mechanical Permit#20-179 issued on 11/19/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /to y� Wy 4(lt* (Lwz uemw# VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J.Fischer David M. Heiser Salvatore W.Morlino CERTIFICATE OF COMPLIANCE August 24,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Iced Oak Lane Suite 325 White Plains,New York 10604 Re: 13 Jasmine Lane,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.57 This document certifies that the work done under Mechanical Permit #22-075 issued on 5/13/2022 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 �E 4Rnv� 1932 BUILDING DEPARTMENT PABUILDING INSPECTOR O 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:- ' 1 ti-c- DATE: Z PERMIT# ISSUED: SECT: G �L�BLOCK:�_LOT: t T r w LOCATION: K�� '1 � . OCCUPANCY: 2/-Z, ❑ 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 F0 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 Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— DATE: 1�j ,L)�y��PERMIT# 2 �. ISSUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: \G ❑ 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 f3RC�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: J � � �/-� DATE: ` 2 PERMIT# L ISSUED:1 SECT: M 1 BLOCK: t LOT: LOCATION: 1 L- OCCUPANCY: Zy ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION f REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING INSULATION c - NATURAL GAS �.) �� — C) ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER of 4RO o`` tim 1932'��O 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 -'�z Q�p/`^\ N l�P � DATE: 3 Z PERMIT# f Z ISSUED: 07 2\ SECT: f-2�',?-S BLOCK: ( LOT: L ,S7 LOCATION: (ZA�'`'�\ OCCUPANCY: f'7> ❑ 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 El FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER j * o r * Co QJ ! — — * - * rn —4 * O .� Y Y 0 * V cl ^� * C p v ON co°� Q C13 vcl — f�r � W v 3 A W x • v * U a 00 v • � a -p O cn p p o tim 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 :— ' IA- DATE: PERMIT# a)2O- -7q ISSUED: SECT: ZS BLOCK: LOT: �S7 LOCATION: FnlJ t N� - �2(o �� N V4 L OCCUPANCY: <= I 0 ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING -ItROUGH FRAMING INSULATION ❑ NATURAL GAS L.R GAS ❑ FUEL TANK `T�y`� t [ \ F L( V�I N�� FIRE SPRINKLER \Z tl( /li G ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER OV-AL �E BRC�k, O� ym BUILDING DEPARTMENT [ BUILDING INSPECTOR pJ 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: J� DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: �') 4� 1 !�O �-" � I \� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING '❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING -- ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER f- QyE BRC�k, o`` tim 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ow(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 Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : ' 1 V DATE: I � L� BLOCK:PERMIT# : 1 i CT: LOT:ISSUED LOCATION: \ OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... 0��ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION c ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL p-',"O' HER QyE DR(Zj�• 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 - - - - - - - - - - - - - - - - - - --I INSPECTION REPORT - - - - - - - - - - - - - -- - - - -- ADDRESS: 4 . ` i �=� n p \\V v ' DATE: `� a 62- PERMIT# � ISSUED: f ! E Z�. Z-CBLOCK: l LOT: � a LOCATION: J� ` �G`{ 1 OCCUPANCY: _�-� V ❑ VIOLATION NOTED THE WORK IS... �� ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION �Q7 UNDERGROUND PLUMBING�J NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING V ❑ INSULATION \ � L- ,ke S ❑ NATURAL GAS ❑ L.P. GAs ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ -CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR(�� 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 Uebrook.org - - - - - - - - - - /" - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : t5 ' 1 I NC DATE: / L PERMIT# �y Z ISSUED: I�_ 2-y� SECT:{ BLOCK: J r LOT: �V LOCATION: � 3 OCCUPANCY: lo ❑ VIOLATION NOTED THE WORK IS... []/ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMINGp� ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK [ v ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ JFINAL OTHER dye=P. 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 'ortl LODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - -- - - - 51 ADDRESS:— 1 V) ��Q �� `DATE. �w PERMIT# 2Q_ ISSUED: l � r �� 1 JECT: BLOCK: LOT: Uj LOCATION: 1��4 \ 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 �E ask. 1902 BUILDING DEPARTMENT ❑BUILDING INSPECTOR fGBIASSISTANT 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• a 5, n t N-:D- DATE: ERMIT# � ISSUE): SECT: BLOCK: LOT: l� LOCATION: ` u C-b �l OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/RE NsPECTION ❑ SITE INSPECTIONc ,,,.�., REQUIRED �--FOOTING G � v 1` 1 14�s 4PS ❑ 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 4RaP. �u G ,��• 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK [I CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : t(VQ. DATE• PERMIT# (4-3 }i T: IBIOCK: LOT: (( �� 1 I0 LOCATION: `✓C^�' OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION -a"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 „/�' 19b2•��O 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.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: 3 DATE: PERMIT# 5� ISSUED:SECT: BLOCK: LOT: LOCATION: �• �)Y y 1 c-_;- OCCUPANCY: ZA�,\ ❑ 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 'yy Y ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER BRC��. O Zm 1982 n � BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK /LJ LODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1Lffl �-C�AT�i LE• PERMIT# ISSUED: A�_ ECT: 119 ' BLOCK: i LOT: `L LOCATION: �� T lc \�� V Cv VS OCCUPANCY: ❑ VIOLATION NOTED THE WORK ISCCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ` 1 ` p" FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMIR6 ❑ INSULATION d NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �-E BR�k, tim cu � • �9°2 0BUILDING 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 : ' t1. ^� v"t� I (� �cW) DATE: �i 1 0� r PERMIT# ISSUED: �\I J�gECT BLOCK: LOT: 1 LOCATION: -20 v` V OCCUPANCY: ' v 2t-�- ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAINAGE % ❑ FOUNDATION / ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: c ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER ID For office use only: BUILDIN T�MENT PERMIT# AUG 1 0 202Z VILLA OF RYE 1 ISSUED: , -/ -.> 38 KING STREE YE BROOK, 9W YORK 10573 DATE: ?—JQ--a VILLAGE OF RYE BROOK 9 -06„off FEE: k& ZoIC3- PAID BUILDING DEPARTMENT Igor APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION Address: 1-, -I MN 1 i N11(, L H f`1 fit. l EW 4 tit q 105 4 3 -r Occupancy/Use: Q,kS Parcel ID#: 15 - I - 1 •S�+ Zone: P jt D Owner: S C 2Y k $eDDZ. L I, — Ad� P.E./R.A.or Contractor: Sly t`1 2I� Dk V k L L9eM lll- r Ad ess t-fm kn D 1 315 WkI Tk PW f IJS Person in responsible charge: W I I.L I PfN Q I (�L. Ad ressJ �m �� S l4 iT ILF �U�ft-1� 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: L 11.t I It M 0—14 N I-- being duly swom,deposes and says that he/she resides at 31 (ti&DkkM 1c24�- 1UA/) (Print Name of Applicant) (No.and Street) in s (y1(t l2(p ,in the County of in the State of-0--r ,that (Cityrrown;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 A 4-:4 1�5 • d V for the construction oralteration of A-I TA Sl fJ A Lq FP M I f-q -[Xv�u 4 hih w ICI F-1 I Sit j '�ASIUYIICI�T . 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 9 Sworn to before me this day of A UCUSf , 20 day o Aj6 o,5i- , 20 27- � � A Signature of Property Owner Signature of Applicant ,t Print Name of Property Owner int Name of A'rr{+1"04 ARNDlNew Notary Public-State oforkNO.01AR64350lsa� � � Qualified in Putnam Notary Public er �o „IA. fn+ssion res !„n�l � N !I N t oC � O O r►•� O � �'.� � - O tf) Q. OCrL -id cn CZ Q O A U w � Ono 00 C's � w (30 x � wz of w w d �z O w N '� '� ° a •' 3 � a, z W W Q U e U U u o = kiz o� � � 04 oZ z F o �. F F•. v� W F W �••� O � 5 a 3 O Z Q s C •• C. Z a W d BUILDING DEPARTMENT VILLAGE OF RYE BROOK MAY 11 2021 938 KINq'STREE'r RYE BROOK,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 FAX(914)939-5801 BUILDING DEPARTMENT cow«.rvebrook.oM ELECTRICAL PERMIT APPLICATION Westchester Coun Master Electricians License Required FOR OFFICE USE ONLY BP# 4 EP#: C�? Approval Date: MAY 1 2 Permit Fee: $ 5 Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated,05-07-21 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 13 Jasmine Lane SBL: 129.25-1-1.57 Zone: PLA D 2.Property owner: SC Rye Brook Partners,LLC Address: SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye NY 10580 Lic.#:E-51 Phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the 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 f fe his day of ,20 day of 6 Signature of Property Owner Si ature of Applic t "'N 15 h . 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 43 DO NOT WRITE HERE-FOR OFFICE USE ONLY North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 Sul 1p NO. TEMP# I Day - ZIP CODE TOWNSHIP U 7 AND ROAD / _` POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECj1 I BLgOK/ ,5/ LOT OCCUPANT'S NAME BUILDING OCCUPANCY // Gam_ 140d OWNER'S NAME AN AD E n � ! I HOME TELEPHONE NUMBER CURRENT SUPPUtD BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE i BASEMENT 1"FL. 2-FL. 3-FL. VILLA E OF RYE BRO K BUILD NG DE RTME T 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❑ ADDITIONAL❑ EXPOSED❑ CONCEALED O MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND C LLJ I I I I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. 1�AM) I�APjWY �&tA DATEAPPLICATION XGNAT EO APB 'LI / STREET ADDRESS TELEPHONE NO. \ zl� LICENSE NO.WHEN APPLICABLE �.C� i V N � NL aN W _ � a 0 xx x n z 3 N ►� `q y ed y 1 . L .c 0-4 % c x QF� 000 Ln N I r W 000 a z w 3 w .. a w00 a Q� 0.4 W MM� °O 0-4 w a a z Ey h��l hl+y Q 0 w° A w 0wZ * r w � o� � w � N � •r, CZ z z � U V ~ v W ~ O0 o f Z N V o w z 6, '(aa � x 0 q O (n �• w H z ., D I V/E BUILDING DEPARTMENT JUN 2 8 2022 VILLAGE OF RYE BROOK GE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE IN DEPARTMENT (914)939-0668 BUILD - - www.ryebrook.oral ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY DP#: 20-248 EP#: Approval Date: JUN 2 9 Z� Permit Fee: $ Approval Signature: 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: 13 Jasmine Lane SBL: 129.25-1-1.570 zone: PUD 2.Property Owner: SC Rye Brook Partners LLC 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 Lie.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino(a-)-enterpriseelec.eom Company Name: Enterprise Electrical Consulting 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 swom,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 Swo bef r th' day of 120 day Signature of Property Owner Signature of Appli an Denis M. Fortino Print Name of Property Owner Name of Applicant Q�. Notary Public Notary Public SHARI MELILLO Notary Public,State of New York 6/23/2022 No.01ME6160063 Qualified In Westchester County Commission Expires January 29,202Z, STATEWIDE • Service With Ititegrity 1:1 Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOB APPLICATION ;. 1 914.219.1062 • • • Office Use Elect. Permit# n .� / st / Date/ Bldg Permit# ! Utility ID# A - a L IL 14�' Final Certificate# City/Village ��j � Zip S 13 Township County Address / TA, Cross Street 5 Block/ Lol /T7 G n- tam �p� /� i 2 L d 049 �Cj�L- Lt�/f//�= Y A�� g sement �st FI. 2nd FI. ❑3rd FI. ❑More Than 3 Ft. E�tarage ❑Attic �utside 26sidential [-]commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact 13 A7t Alpps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1P 3P #Meters #Disconnect ❑Underground ❑ New ❑Reconnect W A40 / ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information Lv Z_�r7 Totem ' �5UN 2 8 2022 VILLAGE OF RYE--BROOK BUILDING DEPARTMENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Namery1�49 DateG .'Z_} Signature Address 00 A-Ai r 5i R City/State g � 1 S L� LpCode/ �9 License# G-15-11 Phone# State Wide Inspection Services 1080 Main Street Fishkihkill, NY 12524 Swus 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES Email: office(Pswisny.com Service With Integrity Website: www.swisny.com 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 Partners PO Box 713 4 West Red Oak Lane Rye, NY 10580 White Plains, NY 10604 Located at: 13 Jasmine Lane, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: 22-124 129.25 1.510 Certificate Number: 2022-3517 Building Permit Number: 20-248 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: 13 Jasmine Lane, Rye Brook, NY 30573 The Basement, First Floor,Second Floor,Attic, and Garage 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 5th day of July 2022. Name Quantity Rating Circuit Type Receptacles 73 Receptacle 01 20AM P GFCI 16 Switches 48 Dimmers 18 Smoke Detectors 03 C/O Smoke Detectors 05 Hood 01 Range 01 Dishwasher 01 Refrigerator 01 Disposal 01 Microwave 01 Recessed LED Luminaires 44 LV Under Cabinet Lights 03 HVAC System 01 Name Quantity Rating Circuit Type Service 01 200Amp Meter 01 Panel 01 Grounding and bonding of service to current codes. State Wide Inspection Services did not perform a Rough inspection. 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 r N QI O o� N N N w x At ct. ■ M �"' a � � o � � � F h Z w W a 'c ce ° = CO' � ON C.) ON 0� o v � d 2 a z Z00 (mil O Q z $ to .. O Z < A., WED U c. c, wq w o a. � D CC ENE yE,13RC�uk BUILDIL�G�DE R .MENT l� n FN - 7 2021 VILLtA E OF -" t'3 OOK 51�I 938 KING SLI > > T RyE M.V<lc NY 10573, VILLAGE OF RYE BROOK (914)939;0 `68'F j S 939-5801 BUILDING DEPARTMENT v��r-, b-tooZ.org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: PP#: Approval Date: JUN 2021 Permit Fee: $ / -7Q 2CL Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, oZ is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install an or remove Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: C(ITA�ct- * qQ SBL: , -)—/ .57 Zone: P UP 2.Proposed Work: S ` b 3.Property Owner: SC IUu hrnolL �oVWI ey-S Address: 0. 1 , S'}E A96 Phone#: a5O0 �1�1- aa4 - 50�_mail: Cell#: __email: 4.Master Plumber:-� Address: Lic.#: ql Q Phone#: s -44-b66 Cell#: n email: h tnebruslC br arv� Company Name: Qe fC SV,4?� kKna Aoa Y t ;(�.op�►'t;Address: \0%q(r ��(3(�(OPTNU_ INDICATE FIXTURES& LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement 1 i 1st Floor 2nd Floor 31 Floor 41 Floor 5''Floor Exterior 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -I- 3/21/19 �Od A STATE OF NEW YORI<,COUNTY OF WESTCBESTER ) as: 'ko1 Ky'bM K. ,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 (15 for the legal owner and is duty authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this -3 ( '5�*' Sworn to before me this k s_* day of ( ,20c22() day of y _/( ,20,-�LQ Signatu f erty Owner Signatur of li t Paul N�ebrigsI[1.9 Print Name of Property Owner Print Name of Applicant G � - 4, b Notary Public4hnSt'=A Boyd Notary Pu PUb5C,SW#of NtZvvtr York Na OIW61166307 Qtilt UW-in WWAMW County Coainission Facpires May 21,2W 2 This application must be properly completed in its entirety and must include the the legal owne (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 ABBA.GLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01AB6378708 Qualified In Orange County My Commission Expires 07-30-2022 -'- 3P21119 �i s � O 14 Ti 4t = O 3 v a a' '� Cr• V 6ai � v O � � W v ? E `oa M t � v cr rim = r -� ti Jid r_l {e `o •d � � a, j r o � m Z z � E F '• l Lam s 'S� t� �' � ° � � 9t goo CL 00 0*4% 1� _ 1✓ L/1 Z � li V d'4 e E� J r r a� L ° F U W cz s' x z 96 Aso U c ZB � � u b y g oli � " E ' IG. V � T E a w w u_ vv s� �I a U � � W p F •- c a a � r a ,� [ECIENIED BU1LUj.IV .dRTMENT SEP -9 20020 V1IL�' E YF.OF RYBR , OK 938 KING; 4s. :ET R NY 10573 VILLAGE OF RYE BROOK (914)9 - b� �9 39-5801 BUILDING DEPARTMENT ww�4, o APPLICATION TO INSTALL FIRL SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: �j Approval I)atc:NO i 9 M # -C2 MP#: p20- ! ? Application Fee:S 75 PA Approval Signature: _ Permit fees:S 6>0 J P� Disapproved: _ _ _ Other: Application dated:_5 __1% is hereby made to the Building Inslxetor ol'the Village of'Rye Brcwk NY firr the issuance ol'a Pemit to install a Dirt; Suppression System as per detailed statement described below. 1. Job Address: 13�acr,,:gn�1� ,. o It,��_ Parcel I.D.: I Zq. J,J`' 1 — 1,5�✓�>nc:_ PUD 2. Proposed System(Describe system in detail including suppression agent): _ 13Lc9 - 3. Number&Types of Fire Sprinkler f leads: !45 _ 4. N.Y State Construction Classification: 51B N.Y.State Use Classification: 5. Cost of Installation:S 1�1,M0 (Cost shall include all labor.materials.fixed equipment.professional fees.and materials and labor which may be donated gratis.) 6. Property Owner: SL IR _ V)roo lL PG,-t ne r _ Address:RQ 1-Ar�lem-t Ll'nar,i i tax aaO--aVtz Phone#-Ta)4Qa-5Qar, Cell# _ email: Applicant: Mp,c1L S-=,rc- Pr a .-% Address: Aff-K- P►we M�aa► .�,-�T 6( t T Phone# (BGC�r-3a-a053 Cell#(m� email: C.Vim nor yk x (7 mc.e-%,(:r _.0,x>vr, Architect/N.ngineer: R. �/ . ��,\1 Vart F- c r1e Address: 519 M m,jhtr-t- °.��ir4e ;k(ri Romcr-�+"A oala9- Phone# email: tj General Contractor: �ur� Q�j �� lo��w��.,��y/�ddress: 3,„�. ,�� pwenur Pd -iiot tyN 1a56�} Phone# B45) 855-TtW Cell# f email: 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF Wt;STC111:STF.R ) as: being duly sworn,deposes and states that he/she is the applicant above named, (print lame of indiv)u I 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 Mde,1t- F;,e- 14 A7r.aA&r-% for the legal owner and is duly authorized to make and file this application. (indicate architect,umtractor,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 confortnance 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 bel6re me this day of , 20 day of 3\ , 20 1q.- Signature of Property Owner Signature of Applicant Print Name ol'Property Owner Print Name ot'Applkan± Notary Public Notar\ MICHAEL SILVA NOTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2022 1]X P, e ■ f' L / Y N W f E Oi N ■ CV N N a b � ■ a � > E C H � a cR J .,I vi W .. n ,� -v . a E" a � � s= r" y� � sC tA k "x�} u J to oun u C +r y f O o < u �. Q w w � O �;4 o e $ o JC a �I a � Q a N °o Novo I .=rz- Cl V) AOML A ` , p H °° cn z wV � a ; V w � Z w o v vv � ` a r� i cn V Vy E . mu eya z V C\ it z Z ea � c� oo M Z w O �" ~ ^ Q O V 0 ai ' lu v a r' r L) a � � W Q' p Hit ti o g jo .5 ? off x �I a a w ace a BUICET EPA MENT D VILRYE,, OOK 938 KINGE BRO ,NY 10573 MAY 13 2022 -0668 k.or 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#:"p?0-2 — 0 Approval Date: MAY fl 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: RESIDENTIAL= $100.00/unit• COMMERCIAL = $350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County, State&Federal laws, codes,rules and regulations. /y 1. Address: � ., ;A In t1 C p C�;,�L S131,120,25-L /,57 Zone: U 2. Property Owner: S 1 r�,�y..�; Address: Phone#: Cell#: email: �"04,r I L 6 l)✓C yN 3. Contractor: 7L Iz 6 y1 1r Address: ?C. Pc- I 5,y P11) I r A ItIr e?ro Phone#: Cell#: email: 4. Applicant: � �t�Il t Address: Phone#: Cell#: email: 5. Scope of Work:New Installation(4•Replacement( )•Removal( )j•Other( ): 6. List Equipment: 1 ) I'd q a ( c 7. Location of Equipment: f e fin,, 8. Method of Installation/Removal(`list all equipment to perform job): f �' All (( . f 1 8/12/2021 STA OF NEW Y M COUNTY OF WESTCHESTER ) as: ,1 ,.A 1 4LW t t. t ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the 1011.1 j�o M 1,(- 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 M c:q day of ,20 day of 16 .20 Signature of Property Owner Signa f Applicant At(l 11 t,v Print Name of Property Owner Print a of pplicant Notary Public No BLAKE J.MISTLER Notary Public State of-New York NO.01M(6419*76 Qualified in dtitchess C n My Commission Expires This application must be properly completed in its entirety and must include the notarized-sipature(s) 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 upfiow and horizontal positions, Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C. and cabinet air leakage less than 1.4% at 0.5 in. W.0 when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications(0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ' primary heat exchanger • Stainless steel secondary heat exchanger • High temperature limit control prevents overheating Illustrations and are may rprrepresentativeSoomm e product models may vary. • Direct ignition with Silicon Nitride ignitor • High ual'ity,corrosion-resistant, prepainted steel cabinet . • EASINR TO INSTALL AND SERVICE • Direct vent(2-pipe). single-pipe venting or ventilated combustion Failure to follow this waming could result in personal injury, air death•and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm) high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is installed. • Innovative knobs for easydoor d r removalan secure Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position-upflow/downflow/horizontal (left/right) installation oEs 1 eti • At least twelve different venting configurations ENERGUIDE • Through the casing flue pipe for counterflow,or horizontal --e"(mi) applications with accessory (order separately) • Concentric vent available Trt cFgi�F�fo® • Sel diagnostics with super bright LED • Slide out heat exchanger and blower assembly LIMITED WARRANTY* 7•e 82% W% 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration, an additional 5 year parts limitedwRia , CERTIFIED warranty Li * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for W.a ma AHA,c.,un.a TM Man, r a el. manulanurer5 carncoah"n the program ra other applications. � w or,emfi aro I., d,�n->roane go to Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow P.5 in.w.c.(125 Pa) Inches(Millimeters) Lbe(Kg) N9M 0261408 40,000 96.0% 95.0% 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 1 (54 N9MSE0401410A Z.0 00 96.0 95.0 625-905 35 x 14- 1 x 1 (889 x 361 x 750) 123 ) N9 0401712 40.000 66.0 95.0% 650-1050 35 x 1 - x 1 889 x 445 x 750) 1 1 N9MSE0601410 .000 95.5% 95.0% 6 5-1130 35 x 14- /1 x 1 (889 x 361 x 750) 1 57 N9MSE0601714A 60,000 96.0 95-0% 650-1420 35 x 1 -1 x (889 x 445 x 0) 144(6 9 0801716 80 000 —96.0% 95.0% 810-16 0 35 x 17-1/2 x -112(889 x 445 x 750) 154(69) N9MS 0802120A 80,000 96.0% 95.0% 1335-1970 35 x 21 x 29-1/2(889 x 533 x 750) 162(73) 9 1002114 100. 00 915-1545 35 x 21 x 29-1/2 889 x 533 x 750) 169(76) 9 1002120 100.000 96.0% 95.096 1345-2065 35 x 21 x 29-1/2(889 x 533 x 750) 169(76) N9MSE1202420A 120.000 96.0% 95. 1320- 10 x -1 x -1/ x 622 x 7 186(84) 9 1402420A 140.000 96.0% 94.4% 1 90- 0 35 x 2 -1 2 x 29-1,2(889 x x 0) 190 ) speaficat,ons are Subject to change without notice. 440 11 4403 05 1 2/3/18 � Performa NxAs nce Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz -- REFRIGERATION CIRCUIT • Scroll compressors on select models '' • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE • Easy Access service valves on all models t • 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* Thts G T � t�,eet � � • 5 year compressor limited warranty r"ataYd wrt" aMopWe coo °orTVom r'ta , tporoecner irev�e "r`ge and t»ar flow we abed • 5 year parts limited warranty (includingcompressor and cet ty wd ef6aera k'stalatwn of Y Pa tY P th5 M"-Xl should toll(m me mwu*acturw s refngW&I coil) dvngng " ar flow instnjottas F&Ium to oonArm proper dwrge and mrflow mey redo energy eMcw" -With timely registration, an additional 5 year parts limited W'd Shorten`KJL'prn"nt He warranty (including compressor and coil) * For owner occupied, residential applications only. See CERTIFIED warranty certificate for complete details and C U� US restrictions, including warranty for other applications. LISTED Use of the AHRI Certified TM Mark mdcates a manufacturer's participation'n the program.Fot venfitabon of oertificatlon fc, n.o^ncl ai prooucls yo tc www ahnd,,@=ory c 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 2'4 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 32.4 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/127) Sxa al'o-s subier:'to c�a-Q�n•^^r•-otcP 421 11 6201 05 5/17/19 Westchester ,go��com AUG 13 2 221 VILLAGE OF R`(E BROOK George Latimer BUILDING DEPARTMENT Cottttty Executive Sherlita Aniler,Dill Conunissiomr of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13337-21-DCDA Application for Backflow Prevention Device Kingfield Development 13 Jasmine Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf . NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow(aDwestchestergov.com . Respectfully, AW Delroy Taylor, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. Insp. — Rye Brook,, File KWIUU REUSE RECYCLE Departnient of Health 25 Moore Avenue Diount Kisco,NN 10549 Telephone: (914)864-7296 Fax: (914)813-4691 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. 13337-21-DCDA Facility: Kingfield Development City, Village, Town: County: 13 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 certified backflow prevention device toster test the alJove 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, Iicense�`ariu registerd'd ih,the State of New York. F. THAT the approved device(s) shall be so set that the test cocks are faced for easy access. G. THAT if facility construction has not commenced within 90 days of the issuance of this Certificate of Approval, then this Certificate shall become null and void unless an extension to the 90 day installation period is secured from the Westchester County Department of Health by the facility owner. Designated Representative ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: DATE: August 2, 2021 Delroy Taylor, P.E. Assistant Commissioner NEW YORK STATE DEPARTMENT OF HEALTH Bureau of Public Water lioply Protection Report on Test and Maintenance empire Stab Plena-Corning Tower Room 1+10 Nbany,NY 12237 of( Backflow Prevention Device Please use a separate form for each device. I Fc the year ac�a- rl Initial test-COprefa entire rn rOr i - Annual test-Corn pl9(a Part A W-ly R;"bH-W-" uvvly Axount No. Block Lot i c►�s i \/ r, vocation 3f Device ! Fao;liy Name f�t rNC.h f ky OJ15 �2= 1�0-4 Address`'�).�'�jf*VN �, Lr ne_ 1Z�ye�i�rUc>k AIV, ti�i13 ) Sure! city 'i ZIP Device Manufacturer Type 0 RPZ Model Size(in inches) Serial Number Information i \�r S [23.DCV 950 X L_ c.�)11 1 C`1 Check Valve No-1 Chock Valve No,I Diflamntial Pressure Relief Line Pressure `l J Pei valve Date Test Locke Leaked Opened 3t psid � b before Closed tight _Clpse#tight-�- V repair Pressure drop across first check valve l l/F� M D Y psid Deacrtbe Repaired by Apo and Name matertaic used Lie# IFS NAP, t.i�A Data repaired: m M D Y Gate Final test Closed tight Closed fight Opened at_ psid [ES,] m Fqq q Pressure drop across first C) M D Y check valve 3. psid Water Meter Number Meter Reading Type of Service:(rhes.)<one) 9 Demestie l,9 Fires' 9 Cther Remarks(Describe deftenaea:bypasses,outlets before the device,connections betwmm the device and point of entry.missing w inadequate airgaps,etc.) FT r Caru6cauon:This device mee W, coos NOT meet,the requirements of an accesta contai rent device at the time of testing I hereby certify the foregoing data to be correct. Pnnt Nam* Cortihad Toetcr No. EMmytion Date prcpatty avow"(w avme certification that led was performed: t✓(,� (20)-it E. 011-`1 (zTelephone sryd • a { Ni� �� SO S Print Nam* Certification that inataltation Is in accordance with the approved plans. (To ee completes by the design engtnear w arctirted or water wpp�-) hereby certify that this tnsta8ation is n accordance with the approved plans Name Russell Palucci Toe Engineer Dais g y121 Nvs DOH Lng# License Number 78721-1 Phone(845 )337-6040 Representing rime SoluVcns, onsu ing lzrigineers Ow r Addrass 140 Princeton Drive city Shelton sty CT zp 06484 AUG 10 2022 Signature ar ono comp Nso Copy l0 a ilr*e n i epartm*nl rspresonrurve arw ono Co ro 1n `�' Nottty owner and water supplier ininiodlately if devlce retie iaa era ropairy rJnnat Im edw DEPARTMENT " '013`9191' L_—� ----- 13 Jasmine Lane Rye Brook NY TNOtiu R IE C IE � V 2015 1 E C C Energy au� o zozz Efficiency Certificate VILLAGE OF RYE BROOK BUILDING DEPARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): R8 Glass& Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating& Heating System: Heil#N9MSE1002120A 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2119119 Comments Envelope Leakage Test Testing Company: Technician: Name: ProChek Name: Frank laconetti Address: 100 Mill Plain Rd Credentials: BPI Danbury, CT 06811 Email: info@prochek.com Phone: 800-338-5050 www.prochek.com Building Information: Customer Information: Project ID: 3794-13 Jasmine Ln Rye Brook NY Name: Address: 13 Jasmine Ln Address: 13 Jasmine Ln Rye Brook , NY Rye Brook, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 2.08 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 3794-13 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,029.6 (+/- 2.1%) Effective Leakage Area: 59.5 in Building Volume: 29,682.0 ft3 Enclosure Surface Area: 3,382.0 ft2 Coefficient (C): 87.5 (+/- 15.5%) Exponent (n): 0.630 (+/- 0.043) Correlation Coefficient: 0.99770 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 74 °F Post Indoor Temp: 74 °F Pre Outdoor Temp: 86 °F Post Outdoor Temp: 86 °F Altitude: 100.0 ft Time Average Period: 10 seconds Test Date and Time: 2022-07-22 10:18:58 2000 • Depressurize — E v, 1800 700 a 600 o, 500 c 400 Z3 °' 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_Ba) Fan (Pa). Flo w (cfm) Config Baseline -0.2 -60.0 -59.9 -59.9 -40.8 1,159.4 Ring A -54.0 -53.2 -53.1 -33.7 1,055.6 Ring A -48.0 -47.3 -47.3 -27.4 954.7 Ring A -42.0 -42.5 -42.5 -23.7 889.8 Ring A -36.0 -35.1 -35.1 -180.1 795.4 Ring B -30.0 -31.0 -31.0 -157.5 744.2 Ring B -24.0 -24.6 -24.6 -117.3 643.1 Ring B -18.0 -18.8 -18.7 -85.9 551.0 Ring B Baseline 0.1 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: Zone: Use: 2 O Const.Type: Other. Submittal Date: Revisions Submittal Dates: Applicant: Nature of Workc-t,DGl � - Reviews:ZBA: NOV - 2 2020 PB: BOT: Other. OK ( ( ) FEES:Filing. 7S Tsy BP 1 2 l C/O: seC,'• Z i aqD ( ) (�APP: Dated: ✓ Notarized. ✓SBL: ✓Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO: Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current: Archival: Sealed: Unacceptable: ( ) ( PLANS:Date Stamped Seale `J Copies: 2, Electronic: Other. (�License: Workers Comp: Liability V Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: (� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. (•� ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (� ( ) PLUMBING Plans: Permit Nat LP Gas: N/A/: Other. ( (Jf FIRE SUPPRESSION:Plans: ✓ 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: APPROVED REQUIRED EXISTING PROPOSED NOTES ALe Date!N V — 2 9nm Circle: Frontage Front: Front Sides Rear. Main Cov Accs.Cov Ft H Sb: Sd.H Sb: QFA: Tot. EL IMP: Pazln Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: t 3 . )AS---t, NTH Property Owner& Contact Info: Job Description: / l��- 't� �i��^--� W �" —�•l'''�' 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 aq.Ft. • New Construction Cost • Building Permit Fee Basement= 7-6 sq. ft. x $65.00 = $ � I q —x$I5.00/$I,000.00 = $ 37 - "a # I,Fl. = Icl23 sq.ft. x $225.00 = $ '--t324 b 75. /x$I5.00/$I,000.00 = $ (o ff(c( O • 3 2°d Fl. = I 2 sq. ft. x $225.00 =$ �i'�. �x$I5.001$I,000.00 = $ 3� •�� Attic = 2_�sq. ft. x $225.00 = $ x$I5.00/$I,000.00 = $ + Total Sq.Ft. = 73" (a( sq.ft. Total Cost= $ i Total B.P.Fee= $ 1 12 I ( •4 g °Includes Attached Garage if Applicable. Total Amount Paid = $ 4. s Total Amount Due = $ NOV - 2 1020 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: Befrltil SNu.f_� b4�dc6ns A�('�t�'�l��ke�c- Subject Property: 13 Jasmine Lare SBL: GM.-35- I.s7Zone: P(A D Please take notice that the subject; [ One or Two Family; ❑ Commercial, 19/New Structure ❑ Addition to an Existing Structure El Rehabilitation D (� Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; SEP 2 4 2020 LYTruss Type Construction(TT) VILGE OF RYE BROOK BUILDING DEPARTMENT Er Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders &Beams (F) ❑ Roof Framing(R) I2(Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy,the subject dwelling or building utilizing truss type, pre-engineered wood,or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellings. �I �2,4)?- Date Design P f d gI2A )'Z.6 Date Propc .;2 / Dau notary Public CMMA" Morey!Mk ftM et Nw Yrak Noy 413061611M QrYrw is 11111hadmin Comty Coami =Expi�s May 21,M A0a.3 CERTIFICATE OF LIABILITY INSURANCE DATE07t 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 S certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT d E AOn Risk Services Northeast, Inc. PHONE (866) 283-7I22 Boston MA Office AC NAM N:o EXt): �nc NoJ. (800) 363-0105 y 53 State Street E MAUL Suite 2201 ADDRESS. O Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC• INSURED INSURER A-. Navigators Insurance Co 42307 SC Rye Brook Partners, LLC INSURERB. eone National Insurance Company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity & Liability Company 38318 INSURER D INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570082993250 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested LTR TYPE OF INSURANCE MOWV POLICY NUMBER MU Do YYY LIM X COMMERCAL GENERAL LIABILITY EACH OCCURRENCE S5,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE To R171971715--PREMISES Eeoocuneno 5100,000 WED EXP(Any one person) Excluded PERSONAL&ADV INJURY S5,000,000 ,Q) GEN'L AGGREGATE LIMRAPPLIES PER. GENERAL AGGREGATE S5,000,000 m JECT POLICY X "C' LOC PRO- PRODUCTS-COMP/OPAGG $5,000,000 OTHER: g n AUTOMOBILE LIABRM COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) O Z SCHEDULED OWNED BODILY INJURY(Per eccidenl) y ALTOS ONLY AUTOS PROPERTY DAMAGE HIRED AUTOS NON-OWNED PROPERTY ONLY AUTOS ONLY Per eccidem — C UMBRELLA LUIB HOCCUR 100OS79693201 0 / 11 EACHOCCURRENCE () EXCESS LIAR CLAIMS-MADE AGGREGATE S5,600,000 DED I IFIETENTION WORKERS COMPENSATION AND PER STATUTE I OTH. EMPLOYERS'LUBILITY YIN A1IV PROPRIETOR I PARTNEP EXECUTIVE E.L.EACH ACCIDENT v rICERMEMBER EXCLUDED' N/A Mer'delwy M NM E.L.DISEASE-EA EMPLOYEE r es,descrbe under 1) SCRIPTXNI OF OPERATIONS below E.L.OISEJI9£POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Additional Remarks Schedule.may be anu hed If more space is rpuMed) �i } a� rt 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 Rye Brook NY 1OS73 USA ��Z��Vfc cJ�levs�ed c//�✓ssa —� ©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 Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partner,LLC From:The Village of Rye Brook NY 1100 King St Ste 1l4 g Y Rye Brook,NY 10573-1057 PHONE:914481-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over S100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 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.) 1,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business 1 have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGN I Signature: HERE K+,Si,Gj Date: :. /-7.2oLD Exem ftP . C ate Number ved 20 _ Ma 020 24 'MO Worke naslttim Board. CB-20001/2012 '4 CERTIFICATE OF LIABILITY INSURANCE �"�(M� oan3/2o20 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 HOME OFFICE: P.O.BOX 328 A CNNo EXt:888-333-4949 CLIENT CONTACT CENTER PHOE A/c No):507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE "IC of 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 EXPLTR LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE a OCCUR DAMAGE TO RENTED $��0� PR ISES Ea acarrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL ADV INJURY $1,000,000 'L AGGR GATE LIMIT APPLIES PER: GENERAL AGGREGATE $2 000 000 X POLICY PR ❑LOCO- PRODUCTS-COMPIOP AGO $2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 a a cleen 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) HIRED AUTOS ONLY NON-OWNED AUTOS ONLY PROPERTY DAMAGE Per accident X UMBRELLA LIAR X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LIAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED I RETENTION WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N E ER X PER STATUTE R ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $, OO A OFFICERIMEMBER EXCLUDED' N/A N 6042338 05/11/2020 05/11/2021 ,000,O (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101.Additional Remarks Schedule,may he attached it more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4� O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Y"ORK Workers' CERTIFICATE OF STATE Compensation Board NYS WORKERS' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL 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 certain locations in New York State.i.e., a Wrap-Up Policy) 1d. Federal Employer Identification Number of Insured or Social Security 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"la" 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) QX all excluded or certain partners/officers excluded This certifies that the insurance carrier indicated above in box"T'insures the business referenced above in box 1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. Th s certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Elizabeth Petersen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 9A ,4 .1't 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb_ny.gov AC R�I ATEiMM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE [2;1/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT- OTT AGENCY NAME a°No EXt (845) 895-8873 PO Box 659 ac No Wallkill, NY 12589 ADDRESS ottinS2001@yahoo.com INSURER(S) AFFORDING COVERAGE NAICM INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURER C 7 Ohara Rd INSURER D Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER. REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE INSD wvD POLICY NUMBER MM/DD/YYYY MMIDDIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1 OOO OOO CLAIMS-MADE OCCUR PREMISES Ea occurrence $ 50O 000 A X X MPU7919F 1/21/2022 1/21/2023 111 EIP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY F]PRO- JECT Ej LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER AUTOMOBILE LIABILITY ANYAUTO Ea accident) $ 1 000,000 OWNED SCHEDULED B1U7 919F 1/21/2022 1/21/2023 BODILY INJURY(Per person) $ B AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED x AUTOS ONLY X AUTOS ONLY Per accident $ X UMBRELLA LIAB X OCCUR B EXCESS LIAB CUU7919F 1/21/2022 1/21/2023 EACH OCCURRENCE $ 5,000,000 CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTIONS WORKERS COMPENSATION AND EMPLOYERS'LIABILITY STA YrN TUTE I ER B ANV ICPROPRIETOR OFF ERIMEMBER EXCLUDED? N/A /PARTNER/EXECUTIVE WCU7919F 1/21/2022 1/21/2023 EL EACH ACCIDENT $ 1,000,000 ❑ (I yes describe in NH) under E L DISEASE-EA EMPLOYE $ 1,000,000 Il yes DESCRIPTION OF OPERATIONS below El_ DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION VILLAGE OF RYE BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 938 KING STREET ACCORDANCE WITH THE POLICY PROVISIONS RYE BROOK, NY 10573 AUTHORIZED REPRESENT TIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD lJ' NEW Workers' '- -- s ATE Compensation CERTIFICATE OF 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 certain locations in New York State,i.e.,a Wrap-Up Policy) 1d. Federal Employer Identification Number of Insured or Social Security 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 31b.Policy Number of Entity Listed in Box"1a" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period nvwgm9 to rtligii9»n 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) Ox 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 The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers' compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers' Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by WILLIAM C OTT (Print name,of authorged representative or licensed agent of insurance carrier) Approved by: �� (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. - C-105.2 (9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT VVCL TE �T INTERNATIONAL DRIVE SEP 2 4 2o2o VILLA GE Q RYE BROOK, NEW YORK �/VILL RYA B� DtfV� DES ®OK `��T�ENT SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 Rye Brook, NY 10573 FILE COPY 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 - - ' H4 Iii - r 2020 Energy Conservation Code of New York State 11 OF - 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State 2020 Fuel Gas Code of New York State 2020 National Electrical Code 2017 ICC 117.1 Accessible & Usable Building and Facilities -77 ► _ - ; _ i _- — 'H Lj Project Criteria: Use Group: R-2 17 JASMINE LANE 15 JASMINE LANE 13 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 q91 PERMIT# C90 7 Thurston Avenue Structural Consultant SBL# L -7 -�-'- t J.-*-'C" Newport, RI 02840 Cameral O'neill Engineers 117 Black Point Lane NOV-ja—k20 WIEN DATE APPR D CordtsenDesign.com Portsmouth, RI 02871 401.619.4689 THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION BUILDING INSP O Vil age of Rye Brook,NY MEPAP Consultant R.W. Sullivan Engineering TYPE IDENTIFICATION SIGN; 529 Main Street 9203 V AS-BUILT/FINAL SURVEY C O R D T S E N Boston, MA 02129 VEY DESIGN FR REQUIRED PRIOR TO ARCHITECTURE PRIOR TO THE ISSUANCE OF C/O? FINAL INSPECTION AS REQUIRED BY NY STATE LAIN. FL,313.17 G 312.42 G 311.25 G 311.83 FL 1307,67 G 306.92 52 FL,297.17 G 300.92 G 305.75 G 306.33 54 O 53 C 1 G 296.42 �}301.67 A FLI 292.67 FLI 294.67 G 299.75 G 300.33 O 57 56 C 1 C2 3 25 SIGNAGE: FLI 291.67 W/o G 293.33 XI- SALES OFFICE t W/o G 291.92 6' 60 C2 A 2' X2-SALES PARKING-+ G 290.92 O 59 C 1 19 X3-SALES PARKING-► O 62 DR C2 A 15 17 CLUSTER w X4-SALES PARKING 13 ao X5-SALES PARKING+- 64 BR 11 R X W 0 o.o X6-DO NOT ENTER B p 9 C'LUS� N m o q X7-DO NOT ENTER D L 5 7 CLU R Y C W tJ Q S 3 CLUSTER ONEYSUCKLE LANE c cV p _ -8 c� u s a� 1 CLUSTER AA N u 19 Y L FLI 313.17 U ^Z U CLUSTER B13 ;d 17 Z R 32 G 312.42 oc CLUSTER CC FLI 305.67 Z I a gate to be to c 0 15 OG 304.92 BL O locked at all h 10 k n D times 22Gi+ c 15 Z L 31 1 FL,312.17 chain;;nkfenGe FLI 294.67 M G 31 1.42 8' 7 51 B R � � � � ,3 � a �"��► gate 0 27 O G 293.33 O D Y R O ¢� BL F .67 FLI 293.67 O '° p .92 IG05.92 n 11 29W,o BR � Z N ZL FL,3,1.17 20G 292.92 m 9 Z R G 310.42 46 306.67D25 81 G 294.33 .92 C 1 0 N305.92C2 -. DN r" . m c7 YL 27 FL1310.17 FLICA PO4.67 DR 18 00 v� 0 82 FL1 295.67 1 306.67 A 18 p rG 305.92 � Zp G 309.42 G 293.92 O rvG+ 23 A G 294.33 305.92 Oy 5 R 26a Z c m % 305.92 C2 r Z G 294.92 3 44 16 25 FLI 309.17 N FLI.295.b7 C 1 O O 0 3 G 308.42 Z D R O D 21 43 G 304.42 G 24 0 w/a 86 16 o z � 7 R O �, G 294.92 r^ o, C2 A � w �4 ` note: � n FLI 296.67 O 1 42 FLI 305.17 maintain entire length of 9 G 295 92 A G 304.42 international drive free FL 1 296.17 B L �, BL O 5 from dirt&debris at all o� W/O 87 14 A 85 304.92 m times / ace Z O G 295.42 b A 12 ,mo A i G 303.83 L0 f A 601 Q C) 305.67 O p C 1 O note: ,hoc o0 oc -J N 304.33 4' NO TRESPASSING 0c o§h zip Q OG 297.42 3 CMG signs on all gates `1 c�'0 `o NOTE: W FLI 297.67 91 DR 70 7 C2 C2 10 ® ey �0 0� FOR DIAGRAMMATIC PURPOSES ~ W/o � O sales FF 306.50 O / 05 G296.92 12 FL 298.17 4� � �� GAF f � Does ONLY. REFER TO CIVIL T � � 89 G 297 42 r SITE E WORK AWINGS FOR ALL RELA Ev Q 0 N G 15 A /el A directional i� V) p const.sign LEGEND: : O E m Tp ® A- 'A"UNIT FL 298.)7 BL 10 c `r G 297.42 3� p L 8 1 BR-'BRIGHT"UNIT U ♦' '+-- W/O 9. C 1 90 F 303.67 D O BL-'B LEFT"UNIT W } Q G 297.42 G 292 `r CI- "C'UNIT,MASTER UP O Q) G '3 0 C2-"C'UNIT,MASTER DOWN 0 = Z V) DR-"D RIGHT'UNIT �o 6 DL-"D LEFT'UNIT U 94 G 296.42 n10 0,�, C R FF 302.50 G 302.42 YR-"Y RIGHT'UNIT � � L w 93 DR 8 ' N ed, YL-'Y LEFT'UNIT N Q Q FLI 298.17 11 C2 �� '00 36 C 1 fF.p O FLI 303.17 ZR-'Z RIGHT'UNIT 0 N 0 W/o FLI 297.17 e 4 O ZL-'Z LEFT'UNIT G 297.42 95 G 296.42 ono 301.42 A +stop sign G 302.42 W/O-WALKOUT 6 O 27 C 1 97 ! O�Gs� 9 A G 295.83 FLI 302.17 O 2 2 +stop s;gr, flag mar++ ( A` G 302.42 oC1 GJ, G 300.83 C 1- 25 25 O G 296.42 ��o 96 FLI 302.67 A 4 �� C 1 G 3oo.a3 34 18 �Oe Cl-&, C 1 G 301.92 s ? .o c�,p 7 FLI 297.17 98 ; G 293.42 C�GJ �,9 �3 G 295.83 C2 2 F 100 +stop si C 1 FL)294.17 4 16 5 C2 G 293.42 © A 21 BL _ L O99 ti 101 G 302.42 5 4 C"Gsr G 300.92 Q G 295.83 A G 292.83 O C2 40 11 >_ FLI 30.42 v I r1 C 3 G 302.42 ,,, 19 C 1 FLI 301.67 � LC• �G 10 O6 G 300.92 Q C1 G - e 16'x50' � r�ec G 302.42 C � 12 anti tracking 1 S 8 C 1 O 17 A G 300.33 ` W `W Z G 289.42 lad�( o� ,C CMG /^1 103 C\ �0 G 301.92 A 13 W FLI 290.17 O 18 c��0 G 289.83 posh$rOir!e q F C 1 ♦^ O W/o C 1 �\ gate Q�h nee FLI 302.67 C2 8 15 V J Q G 289.42 8 oc 78 FLI 291.17 G 301.33 G 289.83 O 3 J G 288.83 104 A gate for construction C 1 C ,4 G 298.42 FLI 288.67 105 6 entrance&exit to be 1S 77 G 289.83 13 W/o C2 �'� unlocked&open during A FLI 291.67 C 1 v �' construction activity only. O FL 299.17 _ CX G 287.92 O G�J`' at all other times this gate 3 76 G 290.92 G 298.42 109 4 must be closed&locked C 1 15 ce& 0 ,, A D L F'P,f-� G 291.83 n G 297.83 FLI 293.17 �0 �� J� BL G 291.837 16 2 � 0 7 70 FLI 294.67 C 1 O G PPS 9 G 29,..42 0 ��- C2 blacktop C C 1 G 293.92 �, 9 L 69 n G o- 0J 5 106 C�SjF 7 A �J O lavender lane to G 297.83 A G 289.42 P,p i C 1 66 be paved 2nd 17 10 ° 0 M R O 5 B R week of 9/20 7 C2 E FLI 290.17 S F C C�US 3 FL 299.17 > 3 . (,C, C 1 G 2/o.42 12 CCUsTFR N �R GC G 18 G 297.83 0 A Z G 5 G� G 288.83 C 1 10 CZUSR EF O `^% <=) G 298.42 1 D R 1S 74 8 C�USTFR y/y '0! O cis C 2 6 OUSTER FF 6 3 1 t C FLI O67 G 290.33 O C CLUSTER DO 2I C 1 � O FLI 299.67 W FL,291.67 73 G 298.92 b 0000011 G 287.92 W/o B R 4 2 G 298.42 Q - G 290.92 ia G 290.92 7i A 4 � r DR O D L p p FLI 11:00000> 299.17 22 1 FLI W/o W/o o3.67 67 D I[ G 298.42 Z C2 2 G 292.92 6s FLI 294.67 23 W/o FLI 295.67 G 298.42 G 293.92 W/o u G 294.92 R UNIT G2 MD LEFT UNIT A UNIT GI MU RIGHT 5'-6• 36'-T CAMERA-O'NEIENGINEERS L 36�_�• �/ CONSULTING ENGINEERS Structural Engineering-Design PROVIDE=5 BARS AT 24'OL. u7 Black Point Lane VERTICALLY t HORIZONTALLY ,'Q.�� PortsmovtkRloa87i 1'-4' I'-4' 1'-4' ( CENTS W ON WALL.PROVIDE IY THICK GONG.FT6. ( �q 4%.578.a983 r3 DOWELS INTO FT&.TO 6'-10' 12'-4' 12'-4' REINF.W/05 BARS 0 MATCH VERT.REIF. 12'O.C.EA,BOT. 4 IS �Of NEby Y _ SOLI ��P� �• �9� V-2' 3'-2' 3'-2' I GOORDINU►1E I q-4 WATERPROOFING 1 uJ z=W ro o E to GONG.F 12 OL.E ,M GONG.Ff 4 REINF.W/•4 --- AND DRAINAGE W/ ARCHL DWHGS. �Zi9 H- y o u v r _ BARS o 12'OL.EJ•I BON. _ BARS•12'O.G.Erl,BON. _ � > a N •: 12'1HIGKGONHG.FT6. O _ --------- p. e-V, 80 REINHF.W/•5 BARS 0 I I $ I I _° I I I FO O90T 61 �'� C W U Q M- 12'OL.E.W.BOT. L----� --- 10'DIA REItgORGED L----) ' PROVIDE t INSTALL I'�' <v N v 5. I I I SIMPSON ASU44 OR ABU66 FESS10 0 _ -�a �* SOLI �.Him PIER,1-6 TYP S•iC I r' [GOORD Wl-T.O.WALLI STANDOFF BASE t FASTEN 4 1'-4' U s r 3 N [H•OF.-10'-10'] BELOW GRADE.) I : ARGNL] I m TO GONG.WH/ 'VIA. 1 u r,Z U EPDXIED THREAD�:D 123 SOLI -- -- ------------- --------------------------- ---- I *.-I' A I 10 ANCHOR ROD(60 EMBED) 2'-3K' a _ GOORD.W/ARCHL I I'--w 5-b' ,. ' .•• .. 1 ; . .,. 1 GONG.FT&REINF.WV�4 FT&.REINF.W/•4 r, ------ ---- -------- --�- ------------ --- i� I �i•12'OL.EA,BOT. BAR5012'OL.E1•I.,BOT. r'O' - 12'THICK GONG.FT6. T.O.WALL a BEAM PROVIDE t INSTALL BEAM 1 _: r r b r POCKET AND P.T.BEARING �D �' i I _ I I I , I I •� REINF.K�5 BARS• • I I [-1iG-d�7 PLATE TO PROTECT 4IODATE I r---- --- --- J L-_•- L---J 6 12.OL.Era.WT. BEAM.PROTECT § p I 3 2 3 2 10'VIA.REINFORCED • T I I ,-To UNTREATED LUMBER WITH t_ 1 14 T.O.WALL 0 WINDOW I I 50.1 5oN0T1UBE PIER TYP. 3-2 SOLI TO.WALL O WINDOW BUILDING FELT,TYP. I p [GOORD.W/ARGHL] T. WALL I "r 5' S' (BOF.MIN.3'-6'BELOW T.O. W/ I [GOORD.W/ARGHLI 4• I I [-0'-5►4� I L-- -- ------ -- ------6RAM- ------------------A.F_-10'-- - --------- - I ARGHL] -- I I Q I _ COORDINATE I C,OL_. I �,. •• •,. I ' I WATERPROOFING I T.O.WA.L i I PROVIJ7EN4xab• -- ---- ----- -� -------- --------------- -------- --------� I '! AND MAIK46E W/ I I L- [-0'-SN4'] I IA60NAL REBAR [BOLE.-10'-10'] I 1 .• I ARGH'L DWEf. �� -J I I AT RE-ENTRANT -ENTRA s. o.WALL I I AD.IACENT T.O.wAL1 T.O.WALL _ __ _ T LOT 0 OEM PROM 05 BEARS AT Z4'OL. - � I 16'-IOj' 3-615 14'-IAs<' I j I T.O.SLAB [ '�'4) Q O I ��' I FOUNDATION � � POCKET [ '�'4•) I •' I • VBZTIG Y t HORIZONTALLY i I i ELEV.-4'-b' TO.POLL•��'POCKET I i § 4 ;_ [COORD.IV ARCHIL] I TO.WALL I '� T CENTM ON WALL.PROVIDE ( - [-2'33'49 1E TO.WALL 0 WBNOOW • 05 DOHA INTO Fr6.TO MATCH I I I i (COORD.WU 6L,] ^I 10 WALL I (GOORC LI I • ARCHL) VERT.REtNF. I .r PROVIDE t INSTALL)4' I P I I 5LAB DETAIL §I I PROVIDE t INSTALL)$'AND -- COORDINATE I I to GAP AND BASE PLATES I I SOLI OI 1'-10 FT6. BASE PLATES AT ALL � �` "� I I z I AT ALL COLUMN'S,TYP. DRAINAGE W I i I Q I I LALLY Gauarts,TYP. I ga AND ARGHL DW65. I I > N- - i- �3y cFJ`'' I I 4'NORMAL INT.caNG. g I E _ i I ui 5 I I rod I I I J- 5 I r-- --- 5p.1 I I I G 1 50 2 m SEE DETAIL 50 2 yl; I PROVIDE 15 BARS AT 24'O . PROVIDE I I TALL V L-P� I r I I I PROVIDE t INSTALL V GAP AND SOLI •'• Ir • I ISPWM6FI 'CAP AND I 1 TO.WALL BASE PLATES AT ALL HSS iR 1 10 VERTICALLY t HORIZONTALL I BASE AT ALL 14'-10%' I 1'-Io' 12' s' [-O'-5N'i) GOLI"S,TYP.BASE PLATES I GBrTERED ON WALL.PROVIP I SHALL BE SUBMITTED W/STEEL I4 65 DOWEILS INTO FT&TO MATCH LALLY ,TYP. _ I 1 I ( VERT.REtNF. r 10'KAU I I : I SHOP DRAWIt r----, T.O.WALL I u; ' •BEAM 14 12'THICK GONG.FTC. ap Z IO'WALL I'-10'FrG. 'i I I I I I POCKET I� REINF.W/04 BARS O I'-10'FT6. I 1 4 i I - I '►I' I T O.SLAB I I [-I�'4`l I I 12'O.G.EA,WT. Q � r 1 I I -� CN THICKENED ED SLAB, I (f�" I I (MO.F.MIN 3'-6' CL 0 I I T,O.SLAB I i I I�SEE DETAIL I I I 5LAS DETAIL g - I L. BELLOW 6RADE1 Z CV .. 1 3 I I 1 I -- I . 16'-O'p. O I y I SOLI I I I I I TYP I i T 50•I 4•sLAB•IAL HT..O I •` I b•WALL ry N-= O I SLAB DETAIL I I b I I 3 1 I BEAM POCKET SEE DETAIL I �A I 1 Q O r-- PROVIDE*4x4b I O c,o l T.O.WALL . I SOLI DIAGONAL R®AR 1 - I it I 1 [-0'-5►4'l I I [-I fiH'i) TYP 4 I Z Z Q AT RE-ENTRANT ILL' 6.STEPS W/ I I PROVIDE ELEVATOR PIT 3 I ::;i r- PROVIDE GGwT.44 B v' N • - FOR ELEVATOR OPTION S SlA$coRNE125. r I 1• i ELEV TOR OPTION I •1• �'W-01/•ARGH 50.1 i :�:= I I, GENTEi AATAND OP OF VEL V 2x3 O Q N I 4 NORMAL WT.GONG. T.O.WALL T.O.WALL [-O'�y'i) I I I TO.WALL I SPEAR KEY AT WALL CL SEE DETAIL POCKET § - I I I I [-0'�i'] I %` T.O WALL J ZO'-2' I I '-10' 1 0 BEAM POCKET , I I U Q I [ 4J r- -- - ----- ---- -- - I 2b [-1'4040 I T.O.WALL w U Q T.O.WALL - ;. ',. ',. ( i I - I 50.1 I �oGT PROVDEI INSTALL BEAM I --- ------- ---- ---- --- ---[BA.F._IO-1O - - --I- ---- 0E BEAM x M _� s T.O.WALL .t 0 BEAM POCKET AND PROVIDE BEARJNG PLATE I I I J` r , •I� •, • I V. Y? b l POCKET L-- AS REQUIRED TO AGGOMHIODATE I I ^I I PROVIDE t INSTALL 6 I •' [-I' ') Q I PIT SIM [-t'-�4� I . T ' •+ 50 PROVIDE R4x46 I PROVIDE(4)•4 VERT. BEAM.PROTECT UNTREATED I I BEAM POCKET AND P.T. 50.1 m M . p I ---- - ---- --------- ( I 10-6 EBAF.-10-101 DIA60NAL.REBAR BARS AT PIER LUMBER WITH BUILDING FELT t, I T i I BEARING PLATE TO 51M I I 1 L--' -- -- ---- ----------- AT RE-ENTRANT -- --- 1 ACCOMMODATE BEAM -, o I I 4 I PROTECT UNTREATED _ I 51M I ', I I ; _,• _ :; I SLAB CORNERS. T I I tlti I LUhEER WITH BUILDING IN THE EVENT OF SEPARATE I 14 5 I I • -- -7FT& ---FELT POURS,PROVIDE t INSTALL 05 I 'r I •I.I Y SOLI Q '' (;BOP. II'-10'] � 10x 30'LANE VOWELS•12'O.G. I 10,WALL I � i T.O.WALL r-0• i � 81 :. 5 VB2T.DRILLED �OFM W b ED INTOP IQI I STEPS W/ BEAM POCKET AND P.T. I •. I •BEAM , 1 I I SOLI • I 50.1 a I 110 FT6. ELEVATOR OPTION BEARING PLATE TO I POCKET I I 1'-O•I I :• I ( I SLAB DETAIL i FT&5 W/ I I SIM 10'WALL I ELEVA OPTION AC4.OHMODATE BEAM. I I I 1 § 4 124 THICK COW,FT6. I I I .y I I SLAB DETAIL I I SOLI I ',• I 51M I PROTECT UNTREATED ) 1 I ep �' � � TO.WALL I I I _ I I'-215' I I REINF.W/04 BARS 0 I ( I 1 1'-f0'FT&. I � I I 1 0 AM I �. I LUHN ER WITH BUILDIN IS i 1 I I 11 I e•WAIL!- � :^ W O •I I SOLI � 6 I SLAB DETAIL I I I (,/� 12'OL.EA,BON, I I 4 NORMAL W.GONG. 50 [-I'6►'4'] FELT,TYP. 1.4 1 1 I 1 � I �, I I I - I 1• I-b•FT � [B.OF.MIN 3'-6 I I 1 �- SEE DETAIL PROVIDE t INSTALL I p I I 50.1 1 I I L _-L- Q ` BELOW GRADE]-� _ I 10 WALL I I 4'NORMAL WT.GONG. I C BEAM POCKET AND P.T. ?I 5 I I a ------j x S I'-10'FT6. `SL�ON��' I ( BEARING PLATE TO I I T. WALL I I r O SEE DETAIL I 1 ACCOMMODATE BEAM. I • w I 4'NORMAL WT.CONC.� ~ Sol - it b'W I I I 3 I I PROTECT UNTREATED 1 10 Q I 1' I SIM I 1 '• 14 LtIN•t1�et h6TH Butt DIH6 I [-I' i] I SEE DETAIL I lo'WALL I PROVIDE(4)04 VERT. Z I T.O.WALL I �.� I T.O.SLAB 5p 2 ( T.O.SLAB FELT I 1 4 1 I I 1 I I BARS AT PIS 3 W > i (COORD.IN i --00 i I o I w '4 4 r-10,FT&. I GARAGE DOORS GARAGE DOORS TO.WALL 1 Q H I T I i �• - ARLHL] I I T O.WALL I I LE SLAB • 1 :` I I ''• I 5 Q O • I { IN THE EVENT OF SEPARATE <- I [-0'-V4•] I 6ARA6E DOORS �� ' I PROVIDE W.04 BAR T.O.WALL TO.WALL I I I I POURS,PROVIDE 4 INSTALL 05 I 'i I %D I I I I V501 0 ENTERED AT T OF WALL I [-0'�'i'l � I I x 30'LONG DOWELS 0 12'O.G. � �' CONTINUOUS 2x3 f• I I J. I VERT.DRILLED t EPDXIED INTO L--- ---J I I I I I ° CIO SHEAR KEY AT WALL BASE - I I IN THE EVENT OF SEPARATE FDN.WV b•EMBED. y I I b • i I POURS,PROVIDE t INSTALL 65 I , I tD I •'� I IN THE EVENT OF SEPARATE I •: I I •' I T �'•• x 30'LONG DOWELS 0 12'O.C. I I T.O.WALL ri - ----- POURS,PROVIDE t INSTALL I 10'WALL i. I u i? E 5 I '' I 1 I VERT.DRILLED/EPDXIED INTO ( ' b •DOOR 1 I I I 3 x 30 LONG DOWELS•D O.C. I I q L` U) < I FDN Wi/6'EMBED. T.O.WIALL I [�'_8.) 1 � b WALL � tD VERT.DRILLED t EPDXIED INTO I 1 � � SOLI I _I SOLI 50.2 I I-10 FT&. •- I '' 1 •� I � ': IM � FUN.WY 6 L3.1867. I b i - i WALL L I s TO WALL TO.WALL L ----- -- -- ------- lD t H Q T.O. ' T.O.WALL I4 I •DOOR 1 ------- ---- --- --------- I• J 141 " I T,O.WALL.o •DOOR to [-0'-ayi] I •t +� L § 'I I 4') [-I_e'l � � I � I � � QI I [-o'•�H'4] [-1'-$') I I� � i I a -- - --- ql ------ ---- -----J r -- --- (Boy.-4'-6•] --- - -i :1 I ---- - -- ---------- - I �Q 1 I I .• s I ---_ _________ ____r_ -__ 1 n Q L-- _ _ _�____.� • 4 I I I� I T.O.WALL I _ _ _ Q I - I [BOF.-4�-b•] ------- - ------ - 50.1 `__ - - ----�.oF.:4':6`f-- - ---- - --I ' IDE(4)84 VERT. I L I >d'-ICES' Q L - A.WALL I L---- --------J I P BARS AT PIER I r- ---- --J :;• I t^ W-NCNB' I'-4'] I a I Q I I SOLI 8'-0' 10 I 50.1 rJ TA.WALLI I ��9`FT{r--- ---- tlb'-3'COORD.W/ARGHL 51M 8 -------- ---------- E 10 i 1 sl'-IUHS' 1 If SOJ [-1-4] 0'WALL 3!'-10'S' tl6'-3' -j GOORD.W/ARGHL 50.1 COORD.W/ARCHL r'-l0 9-2 b'-2• FOOTING 5GHEDULE A FOUNDATION PLAN-CLUSTER X-EGRESS WINDOWS FOOTIN& FOOTING SGALEn 1/4'-1'-0' ID TA6 SIZE RFINFORGINJ6 � C.G. NOTE: 21-0'x2'-O'xl2•TH VK (3):4 EA.190T. O.G. NOTE: I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' F23 2'-6•x2'-b'xI2'THICK (4)04 E.W.BON. 'Tl REFER TO INDIVIDUAL BUILDING 2. ALL Oil a EONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUr-OUTS,UVER6ROUND UTILITIES, F3 3'-O'xS'-O'xl2'THICK (4)M4 EA,BOT. REFER TO INDIVIDUAL BU I LD I NC I DRAWING5 FOR DETAILS AND GEOTECWIG�MEGHANIC�ARCHITECTURAL AND ALL OTHER ITB15�ALL OTHE BE ERR TR�D1DRAWIN&S PRNATEP NTH IJORL' 4'-o•x4'-o'x12'THICK )15 E.H.EIOT. To GONlSTRJ1GTION. DRAV4 I NC�S FOR DETA I L5 AND i ADD'L INFORMATION 3. %AL LY COLUMIN'-ALL LALLY GOLL"6 SHALL BE FILLED SOLID WITH CONCRETETHICK"SMNSFIELP"CAP AND BASE PLATES AT ALL LALLY COLL111M. .PROVIDE cur°ALL�ONS�'�iTIE�S PI�ER9�F oTPr�S°G'�,SLABS, ADD'L INFORMATION � 4. SEE GENERA!.NOTES FOR ADDITIONAL FOUNDATION INFORMATt04 t SPEC IFICATION5 ANDALLOTHER ITEMS SHALL IC FULLY GOORDINA WITH CIVIL,6E0T1;CHNIGAL,M7EGHANIGAL,ARGHHITEGTt1RAL ANO ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. c u u R 102'-0" 102'-0" 25'-10" --------------Off--------- • r ao nTr,--- zz- ag C4 --------- ------- 0,022 tic -17 m;1 ac 0 ma .2 0 .o 1 15 OL 0 u u z u Eco)I �_ I i i rC rrllll'q I r' I ( i �S6 gap bim IIIr GJJ ---------------- JII I I I F If I I 1 1-03 1 v I I /00? u tn IV I v I A I R V _AV I2 A7 -- r-—————————- r-—————————- CN +297,42 IU-------------------- &......... V) c CN Of L_ arm L ------- L-----------i __ UNIT TYPE T-1 UNIT TYPE"C2 LEFT' A- UNIT TYPE*CI RIGHT-) UNIT TYPE'C2 LEFT-) UNIT TYPE 7AT O�9) UNIT TYPE-C-1 RIGHT-) Q) O -#_ 0 NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: 0 z SCALE DWG's ON"CI RIGHT' LEFT* SEE Y,'=1'-0-SCALE DWG's ON"A' SE E Y,'=I--0-SCALE DWG's ON"C I Q. SEE YV=1*-0'SCALE DWG'S ON*C2 LEFT* SEE Y4*=1'-0"SCALE DWG's ON W SEE 1-0 [FSEE 1'-0'SCALE DWG'S ON*C2 RIGHT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO, LL_ 2 < 0 I— FIRST FLOOR PLAN w a— u W SCALE:1/8'-1'-0' V) < I.- uj < V) c) 1 102'-0' 36'--7- -------------- -------- -------- --------------------------------------- --------- ------ r --I------ ------------- ------ ------------------- -------------- I [L�j 'I,L f r ?4zzzz:� 3w A& ------------------- ---------------------------------------------- -- ---- ----- IIIL------------------ ------------------------ V) o --- T.O.W. 297.73 r ------ uj 0 V) 0 zq� 11 1 V I 1 A I V ir %14 =n i - 1 1 i l i❑ ° III I III 1 t288.6T ' W r-L— CD I rF I A in 11 1 1 r ----------a-LIP IN I 1 11 "1 0 34 ----------------------- (+1 In in c L ---------- ILI x I L J I , 1 I E I I' I 1 I I I I I'! I I + I �4F , I 1 , 1 r I 1 1 t I I 1 ( I I I �+ � ' 1 , I I I I I I I ' I i I f I I I I 'I � � Ir--------I L-----------------i I L-------- II -- ------------------------ I I L-------------------------- -1 11 1 1 La I ----- 17T----------------- ------------------------ ------j ------------------- L------ -------- - -------- ------ ------ u J, --------- IL iiiiiiiiij- i J�L------- ------------------ In-— -i ri ----------- :L (UNIT TYPE'C2 LEFT-)COSS UNIT TYPE W 0089 UNIT TYPE"Cl RIGHT-) UNIT TYPE'C2 LEFT-) UNIT TYPE W UNIT TYPE"CI RIGHT' 000) L 0000 NOTE: NOTE: NOTE: NOTE: NOTE: NOTE: SEEYV=1'-0"SCALE DWG's ON*CZ LEFT* SEE Y,'=I'-0-SCALE DWG's ON'A' SEE Y4'=1'-0'SCALE DWG's ON"CI RIGHT" SEE YV=1'-0"SCALE DWG's ON*C2 LEFT* SEE Y,-=1'-0-SCALE DWG's ON W SEE Y4'=I'-0-SCALE DWG's ON"CI RIGHT" SET FOR ADDITIONAL INFO. +297.67 �LEE( SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. BASEMENT FLOOR PLAN SECOND FLOOR PLAN SCALE:1/8'-1'-0' SCALE:1/8'-1'-0' KIN FIEL EVELOPMENT DRAWING LIST UNIT "C 1 Ow RIGHT, 13 J S LANE AO.O SPECIFICATIONS A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS I 29m25=1 =1 ■57 A1.1 FLOOR PLANS w/ ELEVATOR A1.2 FLOOR PLANS, NO ELEVATOR INTERNATIONAL DRIVE A1.3 ROOF PLAN RYE BROOK, NEW YORK A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS SC RYE BROOK PARTNERS, LLC A3.1 WALL SECTIONS & DETAILS 5 International Drives Suite 114 A3.2 WALL SECTIONS & DETAILS Rye Brook, NY 10573 50.0 FOUNDATION PLAN S0.1 DETAILS 50.2 DETAILS S0.3 GENERAL NOTES NYS Uniform Fire Prevention 8 Uniform Building Code: 51.0 FIRST FLOOR FRAMING 2020 Building Code of New York State Simi DETAILS 2020 Residential Code of New York State 52.0 SECOND FLOOR FRAMING 2020 Fire Code of Now York State 53.0 ROOF FRAMING 2020 Energy Conservation Code of New York State S4.0 SHEARWALL PLANS 2020 Plumbing Code of New York State 2020 Mechanical Code of New York State E-0 ELECTRICAL LEGENDS NOTES, SCHEDULES DIAGRAM 2020 Fuel Gas Code of New York State E-1 ELECTRICAL BASEMENT FLOOR PLANS 2020 National Electrical Code E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS 2017 ICC 117.1 Accessible 8 Usable Building and Facilities P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS Project Criteria: P-1 PLUMBING BASEMENT FLOOR PLANS Use Group: R-2 P-2 PLUMBING FIRST & SECOND FLOOR PLANS Construction Type: 56 P-3 PLUMBING ROOF PLAN Area: 3,382 sq.ft. Volume: 29,682 cu.tt. M-0 HVAC MECHANICAL NOTES, SCHEDULES M-1 HVAC BASEMENT FLOOR PLANS M-2 HVAC FIRST & SECOND FLOOR PLANS M-3 HVAC MECHANICAL ROOF PLAN Structural Consultant 7 Thurston Avenue Cameral O'nsill Engineers Newport, RI 02840 117 Black Point Lane 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. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, 1. FURNISH AND INSTALL REINFORCED CONCRETE AND PERFOF41 WORK IN ACCORDANCE WITH THE CURRENT ACI BL'ILDIN'GPAP£R:ASPHALT SATURATED FELT,ASTM D-226,TYPE 1.15R OR TYVEX HOUSEWRAP MANUF.BY I/VSW7NG/OUT-SWGVC✓GLmLVGGL40 DOORS.IV PANELS WITH CLEAR%'e INSULATED.ARGON FILLED,LOW-E. SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,CITY AND COUNTY BUILDING,ZONING.ELECTRICAL.MECHANICAL.,PLUMBING 318,AND CRSI MANUAL OF STANDARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPONT,ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BUILDING PAPER TO BE LAYER SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR.IF UNITS SHOW MUNT INS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX&CLOTHES DRYER EXHAUST BOX SEALED TO GWB LAPS SHED WATER.WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR&EXTERIOR SIDE OF GLASS,ALIGNING c AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION 8,THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON AIRCHITECTURAL BUILT-IN CABINETS TO GWB CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND T''E CONSTRUCTION DRAWINGS). BITU 11NOUSMEMBRAIIE.GRACE,ICE&WATER SHIELD,SELF-ACHERED•RUBBERIZED ASPHALT SHEET DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%MUNTIN WIDTH TYPICAL,UNLESS STAIRWAYS IN CONTACT WITH EXT.WALE SEALED AT GWB ,R`DERLAYMENT.SEE ROOFING SPEC.FOR MORE INFORMATION. OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR,EXTRUDED ALUMINUM USED ON EXTERIOR:USE DOCUMENTS TO THE ATTENTION OF'HE A•iCH1TECT.SUBMIT COPIES OF INSPECTION REPORTS,NOTICES,ETC. L46MUTED IKLYEERLUMBER(LVL):COMPLY WIT',THE INSTRUCTION AND RECOMMENDATIONS OF THE FIREPLACE BOX TO GWB 44< '0 OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. MANUFACTINER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND PATTERN A5 INDICATED ON THE EXTERIOR ELEVATIONS. COMBUSTION AIR SUPPLY DUCTS AND PIPES TO GWB _ FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL EVTRYDOOR.FY,INSULATED FIBERGLASS BY uELDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB 2. DE-AILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WCRK FROM FROST DAMAGE WITH SPECIAL ENGINEER AND IN.ACCORDANCE WITH THE NATIONAL RESEARCH BOARD(NRB.)ALL BUILT-UP LVL BEAMS TO BE SIDELITES AS SHOWN ON THE DRAWINGS.MEET THE FOLLOWING REQUIREMENTS:AIR INFILTRATION:ASTM E283, KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB fn c T FRAMED USING HEAVY DUTY(3 GA)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFXp"TOY"THICK. WATER RESISTANCE:ASTM,EMI,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 26,THERMAL TRANSMISSION: GENERAL REQUIREMENTS THROUGHOUT.DETAILS NOTED`TYPICAL IMPLY ALL CONDITIONS TREATED ATTENTION PAID TO FOOTINGS AND OTHER ON-GRADE CONSTRUCTION PRIORR TO BACKFILLING AND ENCLOSING ELECTRICAL BOXES&CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO 9E MADE BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. THE BUILDING. ADHERED CONTINUIDJSLY,WATERPROOF ADHESIVE,ASTM D-2559-76.FB=2800 PSI.E=2,000.000 PSI,STAMPED WITH R-15.49(CALCULATED).GRADE,MANUFACTURER.AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123, 07AVIOW:MANUJFACTURER MARVIN INTEGRITY WOOD=aTREX•SHALL HAVE INTERIOR FACTORY-PRIDED WOOD WITH ( ) OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANCLE WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND INSTALL 0 AIR SEALING MATERIALS-USE A COMBINATION OF THE FOLLOWING: 3. THE CONTRACT DOCUME^ITS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SOIL.BEARING CAPACITY OF 4000 PSI FOR FOOTINGS& PREVENT DAMAGE TO BEAMS.COORDINATE WITH STP.UCT.DWG'S. GRACE'VYCOR PLUS',OR EQUAL,AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS;APPLY DIRECTLY-0 CAULK-SEALS GAPS LESS TH.WV WIDE - SUITABLE FOR THE INTENDED USE OF THE OWNER.ANYTHING NOT EXPRESSLY SET FORTH,BUT WHICH IS FOUNDATION WALLS.3000 PSI FOR SLABS. PARALL4MPARAILCLS7PAVDLL313ER(PSL):COMPLY WITH THE INSTRUCTION AND RECOMMENCATIONS OF THE SHEATHING,PRIOR TO INSTALLING WINDOW.PROVIDE&INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES ==Lu v v E� REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT.SHALL BE INCLUDED. MANU,FACTIRER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS. THE DESIGN AND COASTALENVIRONMENT.SALT WATER SPRAY.COLOR WHITE.VERIFY WITH OWWNER/ARCHITECT FOR SELECTION& BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS L'0°L C OD u c i FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER LEVEL.MODULUIS OF ELASTIC TY FOR FINISH OF HARDWARE&WINDOW.A IJMINUM PAIN'COLOR PRIOR TO ORDERING.✓NITS TO HAVE CLEAR INISULATED. in > >o c c; 5. COORDINATE U NDER-SLAB AND THROUGH-WA._PLUMBING,DRAINAGE AND OTHER RELATED WORK. BEAMS SHALL BE 1,016,535 PSI,COLUMNS SHALL BE 914,880 PSL Fe BEAMS SHALL BE 2,900 PSI,COLIb`1NS 2,L00 T c GASKETS ►-,,,I- Q a� 4. ALL DRAWINGS SHALT.BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL DIMENSIONS,LOCATE ARGON FILLED,_OW-E GLASS.WINDOW MANUFAC,L RER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY BUILDING WRAP-INSTALLED OVER EXT.SHEATHING,SEALED WITH TAPE AT JOINTS C W U C y PSLCONN=CTORS TO BE ASTM A-36.PRIMED.GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED GLASS WHERE REQUIRED BY STATE CODE.ALL OPERABLE UNITS SHALL HAVE IN EGRAL SCREENS.IF UNITS SNOW dw C au c . 0 DEPRESSED SLABS,SLOPES,DRAINS,OUTLETS.RECESSED REGLETS.BO'_T SETTINGS,SLEEVES.ETC. 6. CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAY-AGE TO BEr4MS.COORDINATE WITH SHEET GOODS-WOOD SHEATHING.GYPSUM WALL BOARD,RIGID INSULATION.TAPED EDGES O � -„0 C MUNTINS ON EXTERIOR ELEVATIONS,PROVIDE MJNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SIDE OF - 5 a 0 STRUCT,DWG's. SHEET METAL-EDGES CAULKED 5. 'HE CONTRACTOR SHALL VERI AND PROTECT ALL SERVICE LINES AND EXISTING S'TE AREA FROM FORMS:FORM MATERIALS TO CONFORM TO ACI 347,PS I-'74. T GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%'MUNTTIN WIDTH U = �y Fv P.dRrILL4AfPLLUSPAR•ILLELS7RaNDLUMBER(PSLPLL'S):COMPLY WITH THE INSTRUC.ICN AND POLYETHYLENE PLASTID EDGES AND PENETRATIONS TAPED AND SEALED (J c RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION TYPICAL,UNLESS OTHERWISE NOTED.PAINT WOOD!MUJNTINS USED ON INTERIOR,EXTRUDED ALUMINUJM USED ON T T N Z 0 DETERIORATION OR DAMAGE. MN'FORCLVGBARS:DEFORMED STEEL.ASTM A-615.GRADE 60. FACTORY EXTERIOR:USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRACTOR HAS THE OPTION-0 HAVE WEATHERS.RIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS,WINDOWS,ETC. U REINFORCING.►iFSH.•WELDED STEEL WIRE FABRIC,ASTM A-185. DOCUMENTS.PLUS PSL FOR USE IN WET LOCATIONS AND IS A MANUFACTURED PRESSURE TREATED r MASTIC-SEALS AIR HANDLERS,DJC'CONNECTIONS AND JOINTS Q 6. THE ARCHITECT/ENGINEER SHALL NOT BE FESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES. CEMENT.PORTLAND CEMENT,ASTM DI50,TYPE I OR II. PRESERVATIVE PROTECTION PRODECT.PROVIDE PT PSL OF SERVICE,FVEL 3 FOR C GREATER THAN 28%THE THE WINDOWS DELIVERED WITH THE E EXTENSION JAMBS NOT INS'ALLED,TO MAKE IT EASIER TO INSTALL INTEF RIOR DESIGN AND FABRICATION OF THE PSL SHAD BE AS MANUc ACTJRED BY WEYERHAEUSER ILEVEL.CONNE.T ORS TO CUSTOM SILL APRON A'MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT,FOR REVIEW. LA-161 OR FOIL FACED TAPE-TEMPORARY SEALS AIR HANDLER DUCTS-NOT ACCEPTABLE IECHNIQUJES,OR THE FAILURE OP THE BUILDER TO CARRY OUT THE WORK Ilv ACCORDANCE WITH THE !i 4TER:CLEAN,POTABLE AND NON-DE'ERIMENTI TO CONCRETE. BE ASTM A-36.PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT OVEAHFADDOOR SELECTED BY OWNER.PRIME&PAINT ALL SIDES.PROVIDE SHOP DRAWINGS TO ARCHITECT, ACOUSTIC SEALING GUIDELINES DRAWINGS OR THE REQUIRED CODES. AGGREGATE:FINE AND COARSE,NORMAL WEIGHT AGGREGATES,ASTM C-33. 'DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUC'. FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER ADMA71'RES•AIR-EN-RAINED TYPE.ASM C-260 AND WATER REDUCING TYPE A,ASTM Ci.94.ALL CONCRETE DWG'S 1. AIR-BORNE SOUND:WALLS.PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM C. T TYPICAL EXTERIOR WALL.2x6 WOOD STUDS @ 16'D.C.,UNLESS OTHERWISE NOTED FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF 7. CONTRAC�OR SHALL APPLY FOR.OBTAIN.AND PAY FOR AL NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED TO FREEZING&THAWING:696-89b.OTHER CONCRETE:296•-1.96. WORK.SUBMIT COPIES TO OWNER AND ARCHITECT. CONCRETEMLY,•CONCRETE READY MIX,ASTM C-94,3000 8 4000 PSI COMPRESSIVE AT 28 DAYS. TPPICILJ:N7WORWALL:2XL WOOD STUDS @ 16'o.C.,UNLESS OTHERWISE NOTED FURNISH AND INSTALL THE FOLLOWING: NOT LESS THAN 50(45 FIELD TESTED)FOR AIR-BOURNE NOISE. NOTE:NO INTERIOR FINISH WORK IS TO BE STARTED LATIL A WATER-TIGHT SHELL IS ACHIEVED. VAPOR BARRIER.LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2103. IN7ER/OR TRAP:SELECTED BY OWNER. f 8. 'HE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE PREFORMEDJOLNTFILLER.)z'ASPHALT IMPREGNATED FLEXICELL. THERMAL AND MOISTURE PROTECTION CLOSETSH£IVENG&R4RS:SELECTED BY OWNER. 2.STRUC'tRE BORNE NOISE:FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER N PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRJCTION SUPERINTENDENT IS DOVETAILANCHORSLOTS.•22 GA.GALVANIZED STEAL. I. FURNISH AND INSTALL THE FOLLOWING: GLASSSHOWERENCLOSL'RE&BATHMIRRORS.SELECTED BY OWNER. FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INISULA'tON CLASS(TIC)RATING OF NOT LESS THAN 5C REQUIRED TO BE ON SITE DURING ANY CONSTRUCTION ACTIVITY.INCLUDING WORK BEING DONE BY FLASHINGREGLETS:GALVANIZED STEEL. KITCHEN&B.4THCABGVETS/000,%TERS SELECTED BY OWNER. (45 FEUD TESTED)FOR STRJC'URE-BORNE NOISE. SUBCONTRACTORS.IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOUYDATTONW.4LL FIVISH.AS CAST WITH THE FINS REMOVED.HOLES AND HONEYCOMBING FILLED&FLUSH CUT 2. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN:ASFRAE HANDBOOK KITCHEN&B.4THPLU,VHLVGFLXTURES&APPLLCVCES.SELECTED BY OWNER. _ O SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE WITH THE TIES.RUB NTH CONCRETE BRICK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL FLI WES.SELECTED BY OWNER. 3.OPENINGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FLOORSLABS(LVTERIOR)F 73H.•SMOOTH,STEEL TROWEL FINISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET METAL IN COMPLIANCE WITH'ARCHITECT-RAAL SHEET METAL MANUAL'BY DOORHARDW.4RF.SELECTED BY OWNER. CABINETS,BATHTUBS,SOFFITS OR HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE SCALED.LINED AS REQUIRED. SMACNA MEDICINEC4BINET.•MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(MC).SELECTED BY OWNER. INSULATED OR OTHERWISE TREATED TO MAINTAIN T}-E REQUIRED STC RATING OF THE ASSEMBLY. 9. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCHOR BOLTS.YF DIA.(MIN)PLACED L'-0'b.C.(MAX,)INTERMEDIATE SPACING MINI!UM(2)BOLTS PER PLATE INYERIORST,URS:PROVIDE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR SELF-SUPPORTING WOOD ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE SECTION,12'"TIN.FROM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 653/A 653M WITH ZINC COATING OP EL 1.25 OZ.PER STAIRS.STAIRS SHALL BE SF-SUPPORTED FROM ONE FLOOR TO THE NEXT.ALL PARTS OF THE STAIR SELECTED 4.FLOOR ASSEMBLIES THAT ARE CARPETED GENERALLY MEET THE MINIMUM IIC REQUIREMENTS.FLOOR SQ.FT.AND.20%COPPER BEARING,24 GA.DESIGNATION G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED. BY OWNER. PROCEED•,NG WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ASSEMBLIES WITIi HARD SURFACE FINISHES SUCH 4S TILL"WOOD OR VINYL GENERALLY REQUIRE ADDITIONAL STRUCTURAL STEEL B,LLESTONETFJMCE:EXTERIOR IY'SLUES-ONE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ERRORS,DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR FAILED ACOUSTICAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. c T 1. FURNISH AND INSTALL THE FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION& 4• NON-REINFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS&DETAILS.STONE TO BE SET IN I' TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. THE FOLLOWING:SHORE A HARDNESS:ASTM J-2240.TENSILE STRENGTH:ASTM D-412,TEAR RESISTANCE: MORTAR BED ON CURED.SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN W TH ARCHITECT PRIOR TO THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECT RAL DRAWINGS). 5.THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION,USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR Z ASTM DH<i24,DIE C-ULTIMATE ELONGATION:ASTM D-412,LOW TEMP.BRITTLENESS:ASTM D-1149.OZONE ORDERING.PROVIDE CONiSISTENTy'MORTAR JOINTS,CO•_OR&TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL 10. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB AGING:ASTM D-1149,HEAT AGING:ASTM D-573. CONTROL AND EXPANSION JOINTS AS REQUIRED, FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL O SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK. STEEL SHAPES,PLAMYANDA4RS.ASTM A-992,ASTM A-36 EaWORDOORAND IIfl%DOWC4SING.CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS&HEADS W1%'SCOTIA INCREASE THE SOUND TRANSMISSION AT THE HIGHER FREQUENCIES.THIS CAN HAVE A DETRIMENTAL EFFECT ON N RECTANGULARSTEEL TUBECOLUMNI STRUCTURAL COLD-FORMED STEEL,AS'`"A-500,GRADF B. 5. 16 OZ.COLD ROLLED,RED COPPER A-SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE 8 5/4 SLOPED CAP,2 HISTORIC SILL.FIELD CUT TO FIT THE REQUIRED SIZE.REFER TO EXTERIOR ELEVATIONS AND THE OVERALL ACOUSTIC PERFORMANCE AND THE STC VALUE,PARTICULARLY FOR HIGHER ACOUSTICALLY RATED 5: II. CONTRACTORS SHALL,MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH.DEBRIS AND SHALL PROTECT COLD-FORAN>FD METAL FR4+,WING:C-SHAPED STEEL STUDS,18 GA ASM A-"6. SOLDERED JOINTS&SEAMS ARE REQUIRED.INSTALL RED COPPER FLASHING AT ALL DRIP CAPS,DRIP EDGES AT DETAILS FOR SPECIFIC LOCATIONS OF EXTERIOR TRIM. SYSTEMS.FAILURE TO OBSERVE SPECIAL CONSTRUCTICN PRPCAU'IONS CAN PEDUJCF THE EFFFCTIVFNFSS OF ALL ADJACENT WORK FROG DAMAGE,SOU:ING,PAINT OVERSPRAY,ETC.ALL FIXTURES,EQUIPMENT.GLAZING, STEEL PIPE:AST"'A-53 TYPE E OR S.GRADE B. RAKES AND EAVES,STEPPED AT POOP INTERSECTIONS WITH WALLS.ABOVE EXTERIOR RUNNING TRIM,HEADS OF MISC EC!'ERIORTRIM.•ix THICK CELLULAR PVC.AZEK OR EOLAL.Ix CELLUaAR PVC SHEET WHEN REQUIRED TRIM TI-E PLANNED SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY JPON COMPLETION OF THE PROJECT. ANCHOR BOLTS:ASTM A-307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN lK*.5/4 THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL SIDING. BOLTS.ASTM AS25,XV DIA REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT REQUIRED SIZE. 6.SYSTEMS SHALL BE AIP.TIGLrT.RECESSED WALL FIXTURES SUCH AS MEDICINE CABINETS,OR ELECTRICAL, P T NOTE:ALL F'LASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS EA7ERIORRAILINGS AND B.4I-L'STERS:SELECTED BY OWNER. c P .� v 0 12. SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL.MECHANICAL ELECTRICAL AND SPECIALIZED /,VxT4LL4T/OA:•COMPLY WITH CURRENT A/SC CODES AND SPECIFICATIONS AND WITH WELDING T - F F TELEPHONE,AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES,ETC.,WHICH PENETRATE T E GYPSUM BOARD. WORK FROM LOW POINT TO HIGH POINT.WA ER TIGHT,WEATHERPROOF PERFORMANCE OF LASHING AND F_VTERIORPORCHCEILINGS/EAVESOFFITS Ix6 8_ADBOA.RD CELL'.AR PVC,AZEK OR EQUAL. O CONSTRUCTION.SHOP DRAWINGS SHALL BE SUBMITTED-0 THE ARCHITECT FOR REVIEW FOR CONFORMANCE CODE;AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE$`~EAR CONVECTIONS DETAILED IN E c SHALL NOT BE LOCATED BACK-TO-BACK OR IN THE SAME STUD CAVITY.ANY OPENING FOR SUCH FIXTURES AND SHEET METAL WORK IS REQUIRED,WITHOUT RELYING ON SEALANTS. EXTERIOR COLOM.NCOVl�RS.H88G PERMACAST FIBERGLASS FOR LOAD BEARING.HB&G FERMAWRAP CELLULAR WITH THE DESIGN INTENT OF THE WORK.IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH AISC REOLIRrEMENTS FOR SIMPLE CONNECTIONS.CONNECTIONS MALL BE BOLTED OR WELDED. FOR PIPING OUTLETS SHALL BE CUT TO THE PROPER SIZE AND SEALED.ELECTRICAL.DEVICES SHA..L BE 'HE CONTRACTORS SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURERS IVELDINGELECTRODES:COMPLY WITH AWS DLI CLASS E-70 ELECTRODES. PVC FOR NDINSNON-LOAD BEARING,SEE EXT.ELEVATIONS FOR SIZE&STYLE. INSTALLED IN FULL BOXES AND SEALED WITH A NOWiARDENING SEALANT,SUCH AS 3M BRAND FIRE BARRIEP N BACKPAINT METAL FI.ASHINGS WITH BITUMINOUS PAINT WHERE EXPECTED TO BE IN COMPACT WITH FURNISH AND INSTALL THE FOLLOWING: V) ` SPECIFICATIONS AND'OR RECOMMENDATIONS. PRIMERPAINT.•TNEMEC 99 OR FABRICATOR'S S`ANDARD RED OXIDE. CEMENTITIOUIS MATERIALS OR DISSIMILAR METALS. GYPSUM STALL BOARD: MPP-4S MOLDABLE PUTTY PAD OR EQUAL. Z GALVANIZING:ASTM A-123. HATER-RESISTANT:Yz'IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. 13. ALL MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MJST BE STRICTLY OBSERVED.THE GROUT:NON-SHRINK,NON-METALLIC PREMIXED GROUPING COMPOUND. 6. ALUF'INJM GUTTERS AND DOWNSPOUTS PER SMACNA SEE DRAWINGS FOR LOCATIONS.GUTTERS:CONT, F/RER47ED T}PE'X":�8'GYPSUM BOARD ON WALLS 8 CEILINGS OF GARAGE. 7.THE ENTIRE PERIMETER OP AN ACOUSTICAL ASSEMBLY SHALL BE MODE AIRTIGHT TO PREVENT SOUND O IN WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EXECUTION:PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE OGEE'STYLE.4-Y4 HIGH x 6"WIDE w/BRACKET HANGERS 0 18'o.c.DOWNSPOUTS:CONT.234.'x 41L,% VENEF-RPLASTER:ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROLM THE ASSEMBLY AND THROUGH �_ I` PRODUCTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR SERVICE CJTTING TORCHES IN'HE FIELD FOR CORRECT'NG FABRICATION ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRAINS:REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRAINS. ACCORDANCE WITH ASTM C-B87.C-754,C-8L4.FINISH OF PLASTER ON WALLS AND CET:NGS SHALL BE SMOOTH ASSEMBLY PENETRATIONS.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEA_BETWEEN Q 0 N FOR THREE YEARS.USE EXPERIENCED INSTALLERS WITH MINIMUMTHREE YEARS INSTALLING SAID PRODUCT. TOUCH l-LPPARVE IMMEDIATELY AFTER ERECTION,CLEAN FIELD WELDS,BOLTED CONNECTIONS AND ABRADED &READY FOR PAINT. THE STC RATED ASSEMBLY AND A DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR f 1 0 DELIVER,HANDLE,STORE,AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AREAS OF THE SHOP PAINT.APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7. ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB.CONFORMING TO J.L.CLASS'A' ACCESSORIES:- .FIBERGLASS MESH OINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS.VINYL-� SURFACES WHERE PERIMETER RELIEF IS REQUIRED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS lJ � PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER FIRE RESISTANCE,U.L.WIND RESISTANCE ASTM D3L HI&ASTM ALL TYPE I WITH A PER M30 UFAAR MA R1S CHA,VEE,CASING BEADS,CONTROL JOINTS,ETC.AS'SEEDED. _ ALSO OF GREAT IMPORTANCE IN ACHIEVING A LISTED STC OR IIC RATING. L_ Q WARRANTY.COLOR AS SELECTED BY ARCHITECT.SHINGLES SHALL BE INSTALLED tPE MANUFACTURERS S CERAWC7TLE.CERAMIC TILE.MARBLE TILE 8 ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AMEEERICA 14. ALL CODES.?BADE STANDARDS AND MANUFAC T UJF2ETRS INSTRUCTIONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS+N GALVANIZED MEMBERS. U '� -1•- DOCUMENTS SHALL BE THE LATEST EDITION. QUALIT}'CONTROL:INSPECTION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH AWS STRUCTliE2AL WELDING INSTRUCTIONS.PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE 8 WATER SHIELD'OR APPROVED EQJAL, INC.IN COLORS AND PATTERNS SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE 8.PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO BE EFFECTIVE FOR THE LIFE Or THE BUILDING,SEALANTS uj Q ♦' SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES.EAVES•RAKES,VALLEYS.H'PS, APPROVED MANUFACTURER.MANUFACTURER TO BE AMERICAN CLEAN FOR CERAMIC TILE AND MARBLE TECHNICS CODE.'INSPECTION OF FIELD ASSEMBLED BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6,A!SC. ROOF-TO-WAIL INTERSECTIONS,AROUND ALL ROOF PROJECTIONS,AND ENTIRE ROOFS THAT ARE FLATTER LTD.FOR MARBLE TILE F OR EQUAL.INSTALL IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CON TAIMED IN MUST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CAULKING IS UNSATISFACTORY AS AN Z C 15. THE CONTRACTOR SHILL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL,OF THE ARCHITECT/ OM T ACOUSTICAL SEALANT SINCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT IS CRITICAL THE Z ROUGH CARPENTRY THAN A 3:12 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL'ICE 8 WATER SHIELD'FRHE EDGE OF THE THE 2008 TILE COUNCIL OF ANERICA'HANDBOOK FOR CERAMIC TILE 1NSTA.LATION'AND MANUFACTURERS O ENGINEER, ROOF TO"'INIMJM 24"INSIDE THE EXTERIOR WALL LINE.INSTALL PER MANUF.INSTRUCTIONS. PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE SIDE OF AN ASSEMBLY AND THE L ALL WOODS AND WOOD CONSTRUCTION SHAL_COMPLY WITH SPECIFICATIONS AND CODE MODIFICATIONS AS INSTALLATION INSTRUCTIONS.ALL WALL&CEILING TILE TO BE INSTALLED D ON/2"REIN.CEMENTITIOUS BOARD. T CL HARDWOODFLOOR:PRE-FINISHED AND INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T&G OTHER,WHICH REDUCES THE PO ENTIAL FOR FLANKING NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS - Lii SPECIFIED HEREIN: TO INSTALL.THE GYPSUM WALL BOAR.WITH A MINIMUMY"Ib. CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTAIN,BUT NOT BE LIMITED T0,THE FOLLOWING SERVICES T 8. WALL SIDING SHALL BE HORIZONTAL 1•IARDIE PLANK'LAP SIDING WITH 51'L EXPOSURE.COLOR AND TYPE SHALL I'x2'OR AS SELECTED B f OWNER. `^ ,,GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL U J w A.AMERICAN INSTITU E OF TIMBER CONSTRUCTION:STANDARDS MANUAL WRING CONSTRUCTION:POWER,METERING.''ELtPHONE,=AX.CONSTRUCTION EQUIPMENT,DEWATERING AND B_ NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONA DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION BE SELECTED BY ARCHITECT.INSTALL OVER 15#BUILDING PAFER OR TYVEK HOUSEWIRAP.INSTALL PER VLVILSHEE'TtLOOM COMPLIES WITH FEDERAL STANDARD:PS L-F-L75,TYPE 11,GRADE'A'.THICKNESS.080, AND ALSO AT THE SJBFLOOR.SEALANT S-+OUL.D BE APPLIED TO FILL THE PERIMETER GAP BETWEE"I TH= W U Q PUMPING.HEATING,LIGHTING AND ACCESS.CONTRACTOR SHALL.PROVIDE.BUT NOT BE LIMITED TO,THE C. SOUTHERN PINE INSPECTION BUREAU STANDARD GRACING RULES FOR SOUTHERN PINE LuMBER MANUFACTURERS INSTRUCTIONS. SHEET WIDTH 6'-T.INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T&G I"x2 OR AS SELECTED GYPSUM WALL.BOARD AND THE SURROUNDING FLOOR,WALL AND CEILING COMPONENTS.CAULKING SHOULD NOT 0 v> to FOLLOWING SECURITY AND PROTECTION:FIRE EXTINGUISHERS.BUILDING ENCLOSURE AND LOCK-Up, o. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SILL PLATE OR RUNNER RACK OF A WALL ASSEMBLY. ENVIRONMENTAL PROTECTION,PEST CONTROL,SNOW AND ICE REMOVAL.CONTRACTOR SHALL PROVIDE (TPI-74)• 9. INSTALL WATERPROOFING&PROTECTION BOARD TO ALL BELOW-GRADE.EXTERIOR SURFACES 0=CONCRETE RF_VLIEVTFLOOR.INSTALLED PER MANLFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. E. AMERICAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOODFOR FLOORS,PLYWOOD SHEATHING FOR WALLS AND FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385. CIRPETFLOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. SANITARY FACILITIES,DRINKING WATER,CLEAVING AND RUBBISH DISPOSAL. 9.INSULATION INDICATED TO BE PROVIDED IN A WALL ASSEMBLY SHALL BE THE SAME DEPTH AS THE WALL STIR ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK IS COMPLETE,FOR CONTINUOUS SEAL. PALVT•INSTALLED PER MANUFACTURERS INSTRUCTIONS.ALL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE FRAMING.UNLESS OTHERWISE REQUIRED BY CODE,REGULAR UN-FACED GLASS FIBER OR MINERAL WOOL 17. CONTRACTOR SHALL PROVIDE THE FOLLOWING,PRIOR TO SUBSTANTIAL COMPLETION:PUNCH LIST. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUFACTURERS INSTRUCTIONS. (1)PRIMER COAT AND(2)FINISH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP&BOTTOM INSULATION IS ACCEPTABLE.DO NO'OVERSTUFF THE INSULATION,4S THIS WILL REDUCE THE ACOUSTICAL " OF ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINTING.APPLICATION MAY BE O SUPPORTING DOCUMENTATION,WARRANTIES,CERTIFICATIONS,OCCUPANCY PERMIT,START-LIP 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,FULLf ADHERED.SJRE-SEAL DESIGN A,BY CARLISLE OR gY BRUSH.ROLLER OR BY SPRAY IF PAINT IS FORMUALTED FOR SPRAY APPLICATION,INTERIOR PAINT SHALL BE PERFORMANCE OF THE ASSEMBLY, BUILDING SYSTEMS,CHANGE OVER OF SOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTION'S'CONSTRUCTION MAN./L." APPROVED EQUAL.INSTALL PER MANUFACTUREIRS INSTRUCTIONS. M.A.B.OR APPROVED EQUAL.READY-MIXED PAINT SHALL NOT BE THINNED.EXCEPT AS PERMITTED IN THE k FOLLOWING.PRIOR TO FINAL.ACCEPTANCE:FINAL.PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS AND F N APPLICATION INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PAINT MANUFACTURER FOR 10.RESILIENT METAL COMPONENTS:RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT 9 COMPLETED PUNCH LIST. 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROL.AM LVL AND PARALLA PSL PRCDUCTS 11. FLEXIBLE,100%WATER-BLOWN,OPEN&CLOSED CELL PQLYISOCYANATE SPRAY FOAM INSULATION.FIBERGLASS P 4 F L CHANNELS POSSESS A SPRING ACTION TO DECOUPLE AND ISOLATE THE COMPONENTS THE f CONNECT,WHILE � BY WEYERHAUSER.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTI"uTED PROVIDED ALLOWABLE PROPER PAINT--,-PRIMER-BE USED ON_CELLU�4R PVC.ALL NAIL.HOLES&ROUGH FINISHED WOOD TO BE I ED STRESSES AND SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. BATT INSULATION.DEPTH DETERMINED BY STUD OR JOIST.INSTALL JUST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COATS. PROVIDING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN IN THE INSTALLATION OF � a) SITE WORK .TOUGH ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE Silk.TO HAVE SPECL4LT/Es:KITCHEN ACCESSORIES,BATH ACCESSORIES,FIREPLACE HARDWARE&MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMEJVT O'THE i I. PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION,GEOLOGICAL 4. DESIGN.FABRICATION AND INSTALLATION OF TRUSSES AND SHEET MF- CONNECTORS SHALL BE IN GYPSUM BOARD INSTALLED PRIOR TO SPRAYING.INSTAL THE FOLLOWING PER MANUFACTURERS INSTRUCTIONS: SCHEDULE AND SPECIFICATIONS.ALL ITEMS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER.THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JOIST,THUS SHORTING OUT THE Q Z REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: EYTERIOR TPAU-&R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHNIQUE IS'0 PLACE SCREWS ONLY BETWEEN v ABSENCE OF THE NECESSARY SUBSuRP SHALL.ACE SURVEY.THE CONTRACTOR SHA HIRE A LICENSED SOILS A.SUPPLEMENT TO ENGINEERING BULLETIN#SE-266,DATED 4-19-60 OF A.S.DIVISION FHA 1-4-61. ROOa EXPOSED CELUNGS,CLYTILEIERSOTERM4NGS.RS8 OPEN CELL"X-SPRAY FCAM W/IGNITION THERMAL SEALING GUIDELINES STUDS OR JOISTS.THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND THUS A MINIMUMY' � ,[ B. INTERNATIONA'CONFERENCE OF BUILDING OFFICIALS REPORT#17LI4.5,DATED 9-6-86. BARRIER. 1. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED-0 LIMIT AIR INFILTRATION.THE SEALING ENGINEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT'.IF 4 CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQUIRED.THE RESILIENT CHANNEL SHALL 8E o r I, O T T c. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.0.1.70. BANDJOLM.R-21 OPEN CELL SPRAY FOAM. METHOD BETWEEN DISSIMILAR MATERIALS SHALE ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. P M T 1 V DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR SHALL NOT PLACE INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. O FOUNDATIONS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT/ENGINEER. RLKJOIS7s:RS8 CLOSED CELL SPRAY FOAM. U.a 5. FOR TRUSS CHORD AND WEB MEMBERS,PROVIDE DIIMENSION LUMBER OF ANY SPECIES.GRADED VISUALLY OR GARAGF_CF,HJXG.R-30 OPEN CELL SPRAY FOAM. MECHANICALLY.AND CAPABLE OF SUPPORTING REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN PAR77SEPARA7701VWAL--3)'¢'FIBERGLASS BATT ATTENUATION. 2. OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE SHALL BE SEALED WITH CALLKING`MATERIALS OR 11.PIPES AND ELECTRICAL CONDUITS SHALL BE CONCENTRICALLY PLACED WITHIN THE WAIL ARID FLOOR/CEILING i L `� �2. PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL.Ad CONCRETE FOOTINGS SHALL VALUES ACCORDING TO AF&PA'S'NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSRUCTION'AND ITS FIRESTOP.ROCK WOOL OR THERMA FIBER TO ACHIE'vE RATING. CLOSED WITH GASKETING SYSTEMS COMPA`IBLE WITH THE CONSTRUCTION MATERIALS AND LOCATIONS. ASSEMBLIES,UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. �' co � 3'-6'BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3'-'BELOW FINISH 'SUPPLEMENT. GARAGESEPAR47TONWALL:R-21 FIBERGLASS BA 7' JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNED OR OR TAPED OR COVERED WITH A MOISTURE ^` � � W 1 GRADE(MIN.) LVFI/A7SHELY'FINISHEDBAS£MEI%TSEPARATIO.NWALL.R-15 FIBERGLASS BATT. VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 12.REFER TO OTHER DRAWINGS,DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION PERTAINING TO WALL ; � w 6. FOR DESIGN LOADS REFER TO STRUCTURAL..DRAWINGS. MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. U.VFINISHEDBASE.NSNTCE/LING:R-30 FIBERGLASS BATT. AND FLOOR/CEILING ASSEMBLIES. � r� �//_ 1 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE 1. UNLESS OTHERWSE NOTED.FLOOR SYSTEM SHALL CONSIST OF PFRE�NIGINEERED FLOOR TRl15SES DESIGNED BY FlAlSdF.DBASEMENTC JUVG.R-30 OPEN CELL SPRAY FOAM. � w Lo HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS FBI7SHEDPERAIETER BASEMENT BALL:R-14 CLOSED CELL SPRAY FOAM. 3 OUTDOOR AIR INTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EOUIPPED 13.THE FOLLOWING ITEMS SHALL BE CAULKED,GASKETED,OR OTHERWISE ACOUSTICALLY TREATED,WHERE � C 11 N INDICATED ON DRAWINGS WITHIN PARAMETERS LISTED. NVII ILL:FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MJDSILLS AND CONCRETE FOUNDATION WALL. WITH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT DWELLING:NIT SEPARATION WALLS.CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES. 4. ALL BACKFILE A-STRUCTURES,SLABS.STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.PLACE IN M PER SQUARE TESTED IN ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED a V (�')` ' DOORSAIID HVLVDOn.CONTINUOUS.LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS.ADJACENT TO CF FOOT WHEN P i � �. 8. SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN TIE STATE OF PROPOSED =RAJMING.NOTE:DO NOT FILL ENTIRE VOID,TO PREVENT FRAME DISTORTION.APPLY MINIMUM AMOUNT OF TO BE USED UN BUILDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. c 'a' N 8'LAYERS AND COMPACT TO 954b MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. STAGGER&OVERLAP JOINTS IN MULTI-LAYER GWB WALLS&CEILINGS CONSTRUCTION,SHA'EL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AIR SEAL GAP. BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR,IN THE FOUNDATIONS. )"SEALANT JOINT AT GWB TO SIJBFL00R&CEILING AT DWELLING UNIT SEPARATION WALLS � r' DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: � A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 12. JOINT SEALERS TO COMPLY WITH MANJFACTURERS INSTRUCTIONS APPLICABLE TO PRODUCTS AND 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EWIPPEC WITH YL"SEALANT JOINT AT GWB TO SUBFLOOR&CEILING,GWB TO DOOR FRAMES AT CORRIDOR WALLS N J 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALE BE FREE OF CLAY.ROCK OR GRAVEL LARGER THAN 2"IN e.CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS:ELASTOMEPIC SEALANT:ASTM C-926, SELF-CLOSING DEVICES. FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORRIDOR WALLS&SEAL AT BOTTOM OF DOOR c ANY DIRECTION',DEBRIS.ORGANIC MATERIAL WASTE AND FROZEN MATERIALS.PLACE IN 12'LAYERS AND AND/OR POINT LOADS. SOLVENT-RELEASE-CURING SEALANT:ASTM C-804,LATEX SEALANT:ASTM C-790,ACOUSTICAL SEALANT: ELECTRICAL PANEL SHALL NOT BE LOCATED ON UNIT SEPARATION OR CORRIDOR WALLS a Z Q) COMPACT TO 90%MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557. c. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON ALL MEMBERS.REACTIONS AT SUPPORTS AND ASTM C-919 L.INCLUDE BACKER ROD AS NEEDED.SEALANT SHALL PROVIDE PERMANENT,AIRTIGH, 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR SEAL EXHAUST VENTIL4T ON DUCT JOINTS AND SEMIS WITH MASTIC i STRESSES ON ALL MEMBERS INCLUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE. LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED LUMINAIRES SHALL BE IC-RATED 4@ Z SEAL WIRING PENETRATIONS THROU'G.y TOP ADD BOTTOM PLATES OF STUD WALLS 6. ALL SLABS ON GRACE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9. HANGERS,FRAMING ANCHORS AND FASTENERS:PROVIDE AND INSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS A GASKET AND LEER CS MEELK TING AS THE HOUSING FOR AIR TIGHTNESS. ARDOR CEILUING COVERIMINAIRES SHALL BE SEALED WITH SEAL.ELECTRICAL/CABLE/PHONE BOXES TO GWB WITH PUTTY PADS OR APPROVED EQUAL. c 3000 PSF. THE TYPE INDICATED AS REQUIRED.HAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC SEAL WIRING INTO ELECTRICAL BOXES&RECESSED LIGHT HOUSING TO GWB � E 1. REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS o � USE.NABS SHALL BE FULL Y DRIVEN IN ALL HOLES IN THE ANCHOR.MANUFACTURER TO BE`SIMPSON-OR PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING e 7. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS.00 NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQuIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. UNDERWRI'ERS LABORATORIES,INC.:BUILDING MATERIALS DIRECTORY. 6. THE FOLLOWING SHALL BE CAULKED.GASKETED,WEATHERSTRIPPED OR OTHERWISE SEALED WITH AN AIR 0 SEAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STIR WALLS ANCHORS SHALL.BE GALVANIZED. B. NATIONAL FIRE PROTECTION ASSOCIATION:PAMPHLET#80 STANDARD FOR FIRE DOORS AND WINDOWS.. BARRIER MATERIAL.SUITABLE FILM OR SOLID MATERIAL.ROCK WOOL AND FIBERGLASS BATT INSULATION ARE T -� CURED AND ARE PROPERLY BRACED. SEAL PLUMBM, PIPE PENETRATIONS THROUGH GWB C. NATIONAL WOODWORK MANUFACTURERS ASSOCIATION:I.S.1078E WOOD FLUSH DOORS. NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL. 10. ALL HEADERS AT BEARING CONDITIONS SHALL BE SIZED AS SHOWN ON DRAWINGS. D. AIR LEAKAGE:ASTM E283. PROVIDE GYPSIFI BASED UNOERLAYMENT BENEATH TUBS AND SHOWERS Q co REMOVE ALL EXISTING FOUNDATION WALLS AND FOOTINGS PRIOR-0 CONSTRUCTION OF NEW FOUNDATIONS. E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBPLOOR&SHOWER ENCLOSURE TO SUBFLOOR AND WALL a _, II. ALL HEADERS AT NCN-BEARING CONDITIONS SHA__BE SIZED AS INDICATED IN THE FOLLOWING TABLE.UNLESS 2. ALL MANUFACTURED WINDOWS AND DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE 1972 AIR SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION: SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND 'P` �� 9. EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3-V BEYOND NEW FOOTING LINE. OTHERWISE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 LDS.PER MJDSILL TO FOUNDATION&RIM JOIST TO MUCSILL&TOP PLATE TO RIM JOIST PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS TO GWB ° 4 SO.FT.&SHALL BE CERTIFIED AND LABELED. SUBFLOOR SHEATHING TO RIM vOIST BETWEEN CONDITIONED SPACES SEAL ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION OF STEEP BANKS DURING OPENING SIZE HEADER SIZE 3. GLAZING IN DOORS AND WINDOWS SHALL BE TEMPERED SAFETY GLASS AS LOCATED PER THE BUILDING CODE. SUBFLOOR SHEATHING'&G AND SQJAPE EDGE JOINTS SEAL RECESSED HEATERS(PTACS)TO GW3 x CONSTRUCTION.WHEN NEW CONSTRUCTION IS COMPLETE.THE GENERAL CONTRACTOR SHALL REGRADF UP TO 4'-O" (2)2x6 4. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTIONS 4'-0'TO 6'-0" (2)2x8 INSULATE DUCTWORK LOCATED WITHIN FLOOR/CEII ING ASSEMBLIES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT TO ALLOW FOR EMERGENCY ESCAPE SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES 6'-0'TO 9'-0' (2)2x10 M SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB 5. BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR 8 SHGC REQUIREMENTS: DROPPED CEILINGS,SOFFITS AND CHASES a EROSION. SEAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB o FIXED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION U-=ACTOR:0.45,ENTRANCE DOORS ATTIC KNEEWALLS AND JOIST CAVITIES UNDER ATTIC KNEEWALES 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO FRAMING.PROVIDE SOLID BLOCKING SEAL CLOTHES WASHER VALVE/DRAIN BOX&DRYER EXHAUST BOX SEALED TO GWB II. FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS,THAT UNDER ALL POINT LOAD AND COLUMNS. J-FACTOR:0.77.SHGC PF<0.2-0.40.SHGC 0.2<PF<0.5E 0.48.SHGC PF>0.5-0.64 TUB/SHOWER ENCLOSURE TO SJBFLOOR BATH AND SHOWER DRAINS TO SUBFLOCR T SKYLIGHTS:U-FACTOR 0.50 8 SHGC 0.40 SEAL BULT-IN CA8INE:S TO GWB ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM-HE AREA ON tUSGIJRY FIREPLACE TG SUBFLOOR FASTEN CEILING MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT CEILING 6. CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER MARVIN SPECIFICATIONS,WOOD-ULTIREX sp CD - THE SITE PLAN WHERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE 13. FURNISH AND INSTALL THE FOLLOWING: ELECTRICAL.SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS � INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY OUTSWING FRENCH DOOR FASTEN WALL BASE MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT FLOOR AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE LIGHT FR4MNGLUMBER:ALL TOP AND BOTTOM PLATES.WALL STUDS SHALL BE DOUG FIR LARCH STUD GRADE WOOD-ULTREX SERIES INSTALLATION INSTRUCTIONS DATED 7-2547 WINDOW ROUGH OPENING PREP 8 FLASHING HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC&REGISTER BOOTS SEALED TO SUBFLOOR PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER w/RESILIENT HARDWARE i • IN APPROVED LOCATION. OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDS.19%MAXIMUM METHOD A-1 MEMBRANE DRAINAGE SYSTEM DATED 12-22-14. EXHAUS'VENTILATION DUCT JOINTS AND SEAMS SEALED WITH M+AS'IC z MOISTURE CONTENT.2'NOMINAL IN THICKNESS AND 4'NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY 7. FURNISH AND INSTALL THE FOLLOWING. WIRING&PLUMBING PIPE PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIALS:USE A COMBINATION OF TEE FOLLOWING: 12. FURNISH AND INSTALL.IN ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ANY AREAS INDICATED ON STANDARDS.AITC 105. WIRING INTO ELECTRICAL BOXES NON-HARDENING CAULK-SEALS GAPS LESS THANE'WIDE '° THE SITE PLAN;4'CLEAN LOAM AND GRASS SEED.COORDINATE WITH ALL OTHER SITE WORK. TREAMPLU'►IIBER.SOUTHERN YELLOW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR ALL PRE-HUNGLN7SRIORDOOR:SHALL.BE'MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT k. SPRAY FOAM-FILLS LARGE GAPS AND SMALL!TOLES k. EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROJND.TO BE USED FOR EXT.WD. STANDARD ANSI/AaA 135.44982 AND NWWDAI.I-86,SEC 3.730.MANUFACTURER MASONITE CORP.OR ARCHITECT AIR DAL.THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARD(GVYB)INSTALLATION: R T E DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MJDSILLS. APPROVED EQUAL-.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYLE SELECTED BY ARCHITECT AND/OR TENANT ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS 13. FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER ER 0,FOUNDATION FOOTING. Y,.SEALANT AT GWB TO SUBFLOOR AT EXT..WALLS AND�ENANT SEPARATION WALLS GASKETS-NEOPRENE,RUBBER FOAM 7IDVG.4IVDNALZELPS:DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE OWNER.FIRERATED:FURNISH AND INSTAL_AT GARAGE-TO-HOUSE DOORS TO ACHIEVE 20 MIN.FIRE RATING; c SURRCUNND PIPE WITH CRUSHED STOVE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH BLOCMOUNTED ITEMS.SUCH AS.CASEWORK,SHELVING.HANDRAILS,RAILINGS,BATHROOM ACCESSORIES.PROVIDE T DOOR FRAMES&WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALL ACOUSTICAL SOUND MAT MEMBRANE INCLUDE GASKETS.THRESHOLDS,E C.FOR UL.TESTED ASSEMBLY.DOORS SHALL SELF CLOSE. x ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL.FURNISH AND INSTALL DRAIN PIPE. FIRE-BLOCKING AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB GYPSUM BASED UNI�RL4YMENT AT WOOD SJBFLOORS E2 ° PLYWOODSUBFLOOR.APA RATED)'c'ADVANTEK,TONGUE AND GROOVE.GLUE&NAIL.ADHESIVES CONFORMING E%TERIOR DOOR:MANUFACTURER MARVIN INTEGRITY WOOD-LTREX.SHALL HAVE INTERIOR FACTORY-PRIMED CLEANCUTS,ETC..AS NECESSARY&DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVIL DRAWINGS. I ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUJBFLOOR SO"CONTROL MAT BENEATH HARD FLOOR SURFACES E WOOD WITH FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH. PROVIDE 8 WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STAIRS SEALED WITH WEATHERSTRIPPING ON COVER RESILIENT CHANMELS-DIETRICH RC DELUXE RCSD � INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATER SPRAY.VERIFY ROOFSHEATT[LNG:APA RATED 3'6"EXTERIOR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER WITH OWNED!'ARCHITECT FOR SELECTION&FINISH:OF HARDWARE 8 DOOR ALUMINUM PAINT COLOR PRIOR TO RECESSED LIGHT HOUSING TO GWB � SOU ND ISOLATION U IPS USED WITH METAL.FURRING CHANNE`S a THAN?4"o.c. RECESSED WALE HEATERS(PTACS)SEALED TO GW3 `c WALL SHEATHING.APA RATEDYz'COX PLYWOOD OR ifb'ORIENTED STRAND BOARD(OSB). ORDERING.VERIFY ACTIVE PANELS ON DOUBLE SWING DOORS.PRIOR:0 ORDERING.FROVIDt SHOP DRAWINGS TO GYPSUM WALL BOARD(GWB) L ARCHITECT.FOR REVIEW. HVAC GRILLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES u e FL1 313.17 G 312.42 G 311.25 G 311.83 FL 1 307.67 G 306.92 52 G 305.75 G 306.33 55 (P 53 C 1 FL1 297.17 FLl 301.67 G 300.92 FL 294.67 G 296.42 G 300.33 C2 A FL1 2/o G 293.33 G 299.75 O 57 56 A C 1 23 25 SIGNAGE: FL1291.67 W/O /'1 21 XI- SALES OFFICE T W/O G 291.92 bl 60 X2-SALES PARKING-4 G 290.92 b2 O 5Q C 1 C2 17 19 W X3-SALES PARKING-* 63 O DR C2 /� 13 'S CLUSTER X4-SALES PARKING�- X5-SALES PARKING 4- 64 BR E coo' X6-DO NOT ENTER B R 9 CLUSTER X W U°` C 10 CO U X7-DO NOT ENTER DL 5 7 CLUSTER G 44 t) Q- rn 3 CLUSTER Z HONEYSUCKLE LASE r- �,q YLO 0�= ;0 �� 1 CLUSTER#A F L 1 313.17 U = 3 TER B6 17 Z R 32 G 312.42 U ^z U CLUS A CLUSTER CC O FL1 305.67 z a gate to be fe c 0 15 B L G 304.92 n locked at all ha►li V. c times 22 A c 15 ZL 31 FL1312.17 chainlinktence 18, FL1 294.67 ; O M 13 G 311.42 n gate 0 27 79 G 293.33 51 B R < D I Y R Q 20 N BL F 1 5.67 �v 80 � A 92 IG05.92 nFL1293.67 BR r z C 11 ZL 29FL1311.17W/o 0 - ,; q ZR 28G 310.42 G 292.92 6 306.67D C 1 ,n nIF 294.33 305.92 n O N05.92 D , '^ mz n I �^ '�` YL 27 FL1 310.17 FL1294.67 DR 1$ m - M y7O1 306.67 A r -4 p G 309.42 W/O 18 O N295.67 �, G 305.92 A 5 ZI[ 26G 293.92 O 94.33 305.92 O z 0 Z C 2 rn 305.92 N, m Z = O 16 25 FL 1 309.17 rn rG 294.92 044 n3 G 308.42 ZFLl 295.67 DR p D � � 43 G 304.42 c YR 24 W/O 86 16 O -Z 4° 7 1 O G 294.92 ^` 4. C2 N n 4 note: w FL1 305.17 maintain entire length of n FLl 296.67 m O C 1 ^42 G 304.42 international drive free rn N 19 p L G 295.92 n 5 /'1 from dirt&debris at all 0�4 FL l�06.17 87 B L 1 q A � D O 304.92 / � N times \� N G 295.42 % 12 A G 303.83 0� ,t°c\�e�`` Z 1305.67 A c 0 304.33 39 O 3 C 1 41 NO TRESPASSING aoc�note: oo``��G off`c, ON 91 m 8 G 297 42 4 C`!Ge signs on all gates ro�� C�.O ,�o NOTE: w FL1 297.67 DR 17 C2 4 33 3s C2 10 ® sales FF 306.50 tiOG s `es`� �o FOR DIAGRAMMATIC PURPOSES �- C W/O 12 O J` c` ONLY. REFER TO CIVIL J CN G 296.92 F L 1 298.17 parking R co DRAWINGS FOR ALL RELATED OG 297.42 r SITE WORK. Q 5 G p 15 A G +directional V Ir �% const.sign LEGEND: N FLl 298.17 BL G �, G297.42 g ® 1 B "A"UNIT O (U W/O ,0 `� C 1 90 FL 303.67 37 BL -0 p Q BR-"B RIGHT"UNIT } 6 BL-"B LEFT"UNIT W Q G 297.42 O s CI-"C"UNIT,MASTER UP G 2.92 C� 13 F C2-"C"UNIT,MASTER DOWN - DR-"D RIGHT"UNIT 0 = Z ' 9 94O DL-"D LEFT"UNIT � U p G 296.42 0� �^� 6 O F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT 93 DR a !G YL-"Y LEFT"UNIT � w FL1 298.17 O 8 C2 '�� C07 3` C 1 s,� I ZR-"Z RIGHT"UNIT N Q Q v CIO ;A F L 1 303.17 w U Q W/O FL1 297.17 q O G 302.42 ZL-"Z LEFT"UNIT N p G 297.42 95 G 296.42 000 301.42 A +stop sign C 1 W/O-WALKOUT J 6 p 9 A 35 2 g flog man+ O G 302.42 Op 116. G 295.83 FL1 302.17 C2 +stop sin 9 97 C l 116, �. G 300.83 9� 25 A 3 i G 296.42 �� Ott C 1 96 34 © ��'p C! C 1 O FLI 3012.6 O f A 4 9 G 300.83 18 F G'F ISc!� 23 (DZ FLl 297.17 U G 293.42 C 1 srF� .q� W/O Z 100 +stop si O g G 295.83 C2 C2 FG129 4.1 4 16 © 2, B L E-- 5 A 49 T F 10�) G 302.42 5 i 4 pl6s�F L 11 G 300.92 ...L� G 295.83 3 A G 292.83 F L 1 303.17 C2 �C' E V O (� G 302.42 19 C l FL1 301.67 a v O C l 10 r 6 in G 300.92 a �.� 0 G C`! 2 ICY m . 16'x50' ��,� bc��0 G 302.42 C 1 GcTF� A O ^anti-tracking o�c 8 O 17 G 300.33 .. ` G 289.42 pad \ G�` 10 O!G W 103 \\ cG G 301.92 A O �0 C l 13 W � FLl 240.17 18 c�� G 289.83 post roil fe 9 N W/O gate V nce FL1302.67 8 15 ^` • G 289.42 C 1 8 / r�\� O G 301.33 C 2 - W � 78 FL1291.17 G 289.83 G 288.83 104 A 10 0 N gate for construction C 1 G 14 G 298.42 0 r- 6 entrance&exit to be 5 77 G 289.83 3 C 1 ° FLl 288.67 105 C2 titi unlocked&open during 7 G 287092 14q_ construction activity only. A FLl 291.67 FL1 299.17 L OG�JS at all other times this gate 13 76 G 290.92 15 G 298.42 09 4 must be closed&locked C 1 O �(� 72 G 11 A b c D L STF'P(t 11 G 291.83 0� `�� G 297.83 � B L FL 1 293.17 ° N 7 O G 291.83 7? C 1 16 (� ��-� O 9 70 G 292.42 FL1 294.67 �� blacktop O / C 1 69 G 293.92 ono 9 (Y) �� G 5 F lavender lane to r- 106 BUST O O � ' 0 A G 289.42 p R '1'4 7 A C 1 66 be paved 2nd 17 G 297.83 I I \1 107 M)p p s 5 B R week of 9/20 7 C2 3 FL 1 29OA 7 F CCU 3 � FL 1 299.17 ; G W/O C ST 7 - - - �G C 1 G 289.42 12 cCUSTFR �'F ��GG 1 n 18 G 297.83 108 �✓ -I, �(� 5 A a G 288.83 C 1 10 CC CCUSTFR EE a % G 298.42 DR 75 A 8 "STAR Hh 19 • 74 C2 6 CC l/STER is 7 3 i 110 FL1 288.67 G 290.33 Ff CLUSTER Op 21 C 1 FLl 299.67 G 287p92 FLIW 10 73 BR 4 2 G 298.42 r6 O G 298.92 p i - G 290.92 G 290.92 q ` DR 0 i I 71 DL FL1 299.17 22 A 1 FLl 293.67 BR W/O O Z W/O 67 65 G 298.42 C2 2 j 8 - G 292.92 8 I F L 1 294.67 23 FL 1 295.67 W/o 298.42 a UNIT "CZ" LEFT UNIT "A" UNIT "Cl" RIGHT G293.92 G294p92 0 !O"GONG. 50NOTUBE FOOTING 3Y2 12'-3" 1 �•��' DECK ABOVE-J 12"COLUMNtt -r- I'-7y1 a„ GONERS-� ' ` O O_%5E y�' y o c°.v !8°-aY2" FOOTING �'"'- Q' °-o 6 2- 2"VI-4'* 2'-3" ,�� x O au o c I 1 Q 'I 'i `� 5 a a, 24"xb0" I- _ u x 3 ^ 3 \ \ z BL UE5TON= �_i!�t�`r�� r i.i-t�_�- V ^ U I I 5LA5 ''I% 5L711 r , 1 I 10' ' 10° _I � W ELL 23'-IY2" "/STEPS �v I - -r ---- ----- ---- --- � -------------------------------- -------------------------- -------------- ------ ------------------------------------ ------------ I r ------------------------------------------�-37b3 C5M1 'R.LEMPER ED � ---_-_-33-CSF---___-------` I------------------------------ ------------ ----------------------------------------------------------------------------------------------------- TEMPERED TEMPERED3)2Xb i-- -� ,- 6 ('rP•) 2x4 5TUD o V DR A N = I ' WALL,SEE I DETAIL5 , 'o cr 1 8 Mu 1 I i ' J _ J Q N w is 1 UNFINISHED I � - UNFINISHED UTILITY UTILITY K �r I 5-2V2' 2x4 STUD NAL4, I FINISHED FINISHED SEE DETAILS-+-,, I r------- ------" <ii i I 1 1 ' ' �; BASEMENT BASEMENT ; ZO 17-101, I , Ir I I ' Lh Lu I I , 2x(o sTI,D z ; ELEV I - ' c ' i --- 2x66 INT. ' a.o, i i MACHINE , ry =-5-- I I I 'VQ t6 iT I 1 a- I I ,j+ I I I +6. � I I I 1(p� `�1 CPT WALK-IN sol=F,- L-SEE\ON-YVAL.KOvT I 1 1 I o I to 2�"Vt x D....--� V) BASEENT FL R OO I J I O " CL M _ I i i `&SHELF � i -�'� �` Q CV PLAN FOR IT INFOPMAT!ON!N ' ' I --I � 1 32"x6O"TUB w/SHOWER O i i i i O +- i 36 a•+IGH I I O Z GUARD/ i i I 0- A3.0 I --- FtiANDRAIL C�ELEV i a zx6 INT.wALLA. z Li Q VN I =n OR }b i 1 I I I 1 , 0 14® ' , , 1 I a_ m i i CL fV� 6i CL I°r1 i i i i I E 15 - UP , 1 2' lii 6. L I I I I I I q i U Q F- ,n `--36 xcr- I �. II()I I I I I T I 2�- -J L cn w ------------------------------------------- ----- ---- ------, �3Eft€d.-- -------------- w (� Q ------------ I ' ' I 0 Z f �-J r---� i i �. ---- -'--- -------I 1 E�1EGT0!4 r_r�`j� ---, _ 2X6 INT.WALL c� -------------- ' I ----I I ;---5_ - 6- __ ",fib 1 J/ OUTL NE OF 1 1 i - i STUD WALL I/ 'I PIT/PUMP ? ABOVE(TYP.)-� I FOR UNEXC�AV�ATE C� I O 2x STUD ON i i BATHROOM THE FLAT iiI I I SLAB 0 Ttl5 WALL -� � II , � } QH GRADE WA ER . x 2 x4' (f1, 7W i I I 1 --N SDEPQ�SION _ T l -- L ----- I I - , � I a --------------- SEE NON-WALKOUT ELEC. BASEMENT FLOOR PANE i o V O + - 2-0 i , _ PLAN FOR I 5' T 2-8 Orl*� INFORMATION IN i O - - -- _ I _ - i i � Lo TH15 AREA (V I 1 I ( rpoo • UNEXCAVATED ; w Z i- I i UNFINISHED Z , , — .• i 2 I i SLAB ON GRADE i UTILITY i 2 w l ^ A3.0 Q i �w L t I Uii o1 r ' I z' o� - N u I I of d i , I I K I o ^1 I i 1 I o� ' ---' ' ' I L------------------------------ ----------------------J ' cr ( p L-T 1 ........................................... I al ------------------------------------------ _ , i , I Q i � I .Qi • ------------------------------------------------------- , 1 r--- ----------------------------- ---`----_----'---_---- � � i o i V) I O I I I I 3 I I A3.0 ---------------------- --------------- rt 51'2 co 0 BASEMENT FLOOR PLAN w/ WALKOUT 21 BASEMENT FLOOR PLAN SCALE: I > SCALE:1/4"=1'-0" SCALE:I/4'-I-0 0 e v 5 0 FLOOR AREA"Cl"UNIT: BASEMENT: 756 SQ.FT. g FIRST FLOOR: I,[,[,4 SQ.FT. SECOND FLOOR: 1,182 SQ.FT. TOTAL: 3,382 SQ.FT. a' 0 GARAGE: 479 SQ.FT. 0 2' 4' 8' VOLUME: 29,682 CU.FT. a 0 0 GOMP051TE 3 36"H.PVG 1 DEGK!N0 A3.0 6'JARDFiAIL Ib'-3' 18`-8y2' v yyW mo E°' W VI C CD 010 44 > j0 CA r N F Q 0 W V � OC p W o- po .__ WD.DECK OR O C Q BLUESTONE 3 U s 3 1 u Z �m � A3.0 ^ U PAVER F_A-ROOF BELOW 2- ;,_a 12-3' GOV'=R5 1 I'_4"o � a r ------------------------�--- �- - - -� _ t I I I I I I ROOF I ABOVE I I =ry GiJARDRAIL h/ - C. i I GATE 3b H. 14`-'11'z" 12'-?�'�° (—A50V-;=GRADE 6' -- --------------------------T _-__--_____ 1 _.._.' ---- ---------- - -- -- ----------------------- ' - ----------, �� O N -----� -�-�'i Ii 3763 CSMT 3763 CSMT 3763 CSMT I 3763 CSMT TEMPERED 3763 CSMT Q 3664 OH 3664 DH 3664 DH ' I I I I II I - TEMPERED L TEMPERED (T' ) '3;2X6(TY ) I 5-qY2 ' U P I I p• I I I 1 1�I' �)2X6 Y�'.i m ---_ N 1 1 1 1 1 Q (n 6 3 m 6_p' q_p' I I PRE�A5 GAS 'kTr'--- 1 1 I I I I I I I I r__ 1 1 1 1 1 % TILED I I I fV I cn F REpLAGE-� I I i i i i i '.''� 'vim SEA SH E W/ 1 I 1 I I p w01, o I I i i i i I iK� I TE E 3I z= ----------------------- I I o I I b I I I I I��; MASTER in Ll G 11111111 ss D _I I I I - -----------------------—'br , I I l l f l l _ �a 3 o° I I I LIVING �+ i i 0 I I I 1 1 II v ( I I I vi r---, BEDROOM m ' ' ROOM , , - III 1 I I - 2'-4'I I t I I I ' z O I I 1 ' I I J __ ____L1J=L�I F= I 1 O 1 SINK DW 'r-_-_ I I I ��__�_ t�l�IApj I t I �t I I �—L -- - i I' II I I I w vJ1 '_. i Lu 1 I KITCHEN �' ,; /c I 1 _ I�Q� MAST�R I � I 1 12 D � I I ►-+,Xn: I BATH I I I�°� IA3.1, IF2"�A ITII {�2 2OIrL ouao CN bLn va A./G UNI-5 iimF— O ON GONG. ® ► 1( t F- I ' I Q 0 ----------------------------------- PAD `-12 rr x 2'.''D E I I is -------PANTRY B H D N' _ FF 501-F T i i LU , CH SE rr I 1 J c �• 16'xlb13i 2X6 °iW CN 2X6 INT.WALL = O. +e❑ w CL GRILLE l ul I b I I We L 2-0° I° in b'-�" o I I WALK-IN ti ,�� u o PE o I j CL °+tmn BEDROOM#2 � I Q I cn N <<� SINK I & DINING 1 '� ,a. I m Z -'- `�' I L---WATER METER ��. 6`-II" 5'_a2" E `�'; to I `'' •+b� ROOM GL05ET w/ �1" gi +- u� r, WEATHER u IILI 1 Q MUDROOM �?. �3b"HIGH C STRIPPcD DOOR ROD 8 SHE I r- i w i - Z N $H A-ER ' 'O a i iin(14 Q (/� 5-6 I -ANDRA w I ti4 v:ARD i i o~ QA3. -� HANPRA O I iJ ELEV b� ;n ` •e -� �, A3.0 A3.0 � i i A3.0 � N � Q Q ELEV + w U Q 0`-ryl "�O 14 TO 0 .D I 36`x48' i 1� +6B• I Q _I S I O (-1 R 1Q UP .. "'' ROOF �n I 36"x48" �)DNA - - O vI I I I 6. rn 1 n 77 RES.ELEV. o�Jam. m I in / ABOVE R ELEV. S A R I ALK-IN N -- I CL 1 I - FLAT ROOF ,L Li I BELOW L. 2x6 INT.WALL w cv, o HALL �x�v INT,WALLS°F_LUE_ � I O w `, Lfil --- ----- --- ROD& 'F I ,ry a Ir�i g - SINK 1 ` HAS � I El I U�1 �--SELF-GLO51NG 20 I ;3;2X6 w N u _ ' VA I Y W MIN.RATED DOOR w CL 'TYP.)- �,"l KUESTON ;n O LAUNDRY? '' I I I�97-'W r "�I I I a w `n e� m 'tERRACE r I I SOFFI�f .+ FOYER �� e� � ►L ZCARAOE WALLS s o rn w O SG� O. I I h I 3oTx3o' y2 ti I I BAiH I `+6�• I I '3 GEILINC,TO HAVE 5�8° '-• I I I I I I I I w l i I TYPE"X"GYP.BOARD _j AGGE55 O i w GARAGE 111000 Z a ❑ 1'- �1 ; w I�� ,�'� fi68. fi'-b1/2"' -- UUPLILU - v�� O 0- - cv a 12 GO:.UMN , = .� +e I L Lo rn �Jl N 1 u, II-- -� 3-� C L_ ry b„ 22'-oy2 r--------------------� 2 I I 2 r2� BEDROOM#3 _ '� /^��`` A3.0 =ry W I I I I DEN �! a 0 (3,2Xb I I in I 3763 CSMT 3763 CSMT 3763 CSMT i 4 16'0"x8'0"OVERHEAD vi 0 = O I V) i 1 t f `- 3 I Oi N y(2)3763 CSMT (2)3763 CSMT m 5'-4 5-3'" 5'-3" ' I a co i (A3.0 in I I< �-- -8y2' 3 02' ------------------------------------- 1'-'7 I6'-G 4'-b" 3'-10" 6'-10" 3`-f0" A3.0 DECORATIVE RAIL'NG 3 " SECOND FLOOR PLAN w/ ELEVATOR FIRST FLOOR PLAN w/ ELEVATOR �? SALE:1/4-=1'-0" 0 SCALE:1/4"=I'-0' E e 3 s w� FLOOR AREA"Cl'UNIT: w 4 BASEMENT: 756 SQ.FT. c FIRST FLOOR: 1,444 SQ.FT. SECOND FLOOR: 1,182 SQ.FT. TOTAL: 3,382 SQ.FT. = a In GARAGE: 479 SQ.FT. 0 2' 4' 8' 1 VOLUME: 29,682 CU FT a 0 I/4`-l'-0 a 0 COMPOSITE P`/G rDECKINC7 A3,0 GJARDRAIL z z W C70 E 0' auof me C co O d >O C O H H 1- WD.DECK OR o o W c o 0 BLUESTONE 3 O = ° Q3.0 u _ m E PAVER ,2"COLUMN u , z $ Q 2'-5' 1-4* 21_3 GO`/ER5 1'-4 FLAT ROO=BELOht 4 u OI ------------------------ --- r- - - --� ROOF 1 Ir _� ABOVE AR I GATE 3(o H. It ABOVE GRADE 5'-1 3/4" 1 T -----------I- -------------------------- __-- ' ---- ------------------- __----_ fir -_---rT- r� I I 3763 CSMT TEMPERED 3763 CSMT O 3664 DH 3664 DH 3664 DH ,n i j I i 1�I 3763 CSMT 3763 CSMT 3763 CSMT I - TEMPERED TEMPERED O '3)2Xb I I ! v m I I — I I I I I 1,1, J I 5_V2„ G �- (TYP.) ' ' (3)2xb(TYP.i ' ,n , ., �, U ,y - 1 I N I 1 i 1 1 , 3i_Xb( P•) i ---- ilTrrff , t Jdh0 i i i i i i i ' - I OPTIONAL 36'l1 b 3 b-O°' 9'-O" I PRi=FAB GA5 r--- 1 i r I 1 moo' C E- j I i r-- TILED ; I FIREPLACE i i i i i :' SEA SH E w/ ;n �I I � ' O TE ED I I 1 uu o I I I I I e1 i G SS D 1 1 0 o ----------------------- ' ' 1 I l i i l ,, - MASTER 1 1 - O I I I I I - _ _ �i ----------------------- 1 I LIVING I I I I I 1 m� Q IX-_ , nocc r-- 1 I I ' I I -'i I I i I l�i ' BEDROOM I I I I � I I O I I I I III' �• ; ' m I 1 I ROOM I I L1 J_LJ�I I — 2'_4 I I I I I I I Z I —�--------- �'I I O SINK DW a I i -- -- ------- i 4STqR fKIT HEN �r 1 I /C .6. 1C12"DIIO IdIATH I I I I I 1 I E� �. I 1 N I _IF. 5'-q" T'al v I JA ITY cy— /G7 � ------ - - N _� I 1 O O 2 ,� A/ U\ITS ,rQ N REF _ --------------------------------------- --- - ON GONG. ® I I m O ---------- -- - ------------------------- ------ PAD E 1 s r 2. 12"tN x 27`D 1 I I _O, PANTRY 8t6 _ H o i 1`�' = SOFFIT Lu +� CH SE 3 a I I 2x6 INT.WALL _ �p. GRILLE ini (3)2x6(`Yp.i cv 1 1 w CV • WC bt'O in ►-, i i O t` �� T e ---- - _ o PE - �s BEDROOM#2 J; 4 $INK a DINING N' I u- I �, I ,^LATER METER 5-,V„ I 1 m +- Z O N i I 6+I ROOM G_OSET w/ 6-I ----- �� i L� i f- wEATHER WALK-IN In I 1 Q Z Q I I �8+ �b HIGH STRIPPED DOOR `r ' ' 36"H15-H ,� i w i - cn MUDROOM 68. GUARD/ o B HEA?ER I CL ,}b� GJARD/ -3' i I in Z a' Q c� HANDRraiL w HAtvDRAI� `" I I dJ 7-2 5-6' x 1 I � I C Z ! I I I I I O A3.0 I ILf) A3.0 A3.0 i i I A3.0 U O w I 1 -•j W . 1 I N Q I— t i C L a�b `�' DN I �0'- �, I I W --� U Q ' I ti 6f6 t Q. n I T t0' i I m f 1 DN I15 6 @ 0 ' O In. 1 , N 0 -`� I 1 LL- '00 B. m $ I I I R Q. UP I ROGF _ u A30vE '" ROD 9 SHE HALL S A R ! ALK-INN , I 1 LLI --J FLAT ROOF 2x6 INT.WALL _� a I I I� o I v _ FLUE ROD t3 F I BELOW I w ry j n INT.WALL" ° I O w° j , 'I j --� ----- HAS i �� I ` °`�' - 1 I I 1 SINK 0 I In `—SELF-GL051NG 20 I� CL (5)2Xb Iw_`"`' ' i ' I w MIN,RA-ED DOOR w iTYP,; r = �UESTON .n O I LAUNDRY I I I 2�"w x�I2�-►'D I I ° L w� T ,+ems FOYER i 0. m ,tERRACE a o I x o '�o. �. e� I I �•I I _ GARAGE V ALL5 4 0 'I Z 1 IL h ``' I r-3o°x3o° .�,2 p I (BPtH I I ' GE_LNG TO HAVE 5/8' J ! -O" I i I ` I I ATTIC I I I d• I "`'3 w 1 i i ILI TYPE°X"GYP.BOARD C7 3: —-'!r AGGE55 I I I I I I I I `- i n 4 '^ ,[ tu GARAGE O AA z 2 I w I I • i I d. 8' �` , 1` 0 - N owe -- 12"GCLJMN }e0 #-- — I ch ,^ N �z �+J o n` b 22'-O%2' �3'-7 LK-I 1 I — --- -----_ __ I cL I ---------------------I I L0 2 I I 2 2 BEDROOM#3 2 0 U � � A I I � A. A3.0 I A3.0 T £ • W DEN � '- � 1 (3)2x6(TY�.� I Z j � I I I u 3763 CSMT 3763 CSMT 3763 CSMT •— I 16'0"x8'0"OVERHEAD �� I e I I I ►- cv O - z N - 13 u(2)3763 CSMT (2)3763 CSMT I I I I'-7" Ib'-O" 4'-6" I 3'-10" b'-;O" I 3'-10" I 3r— IA3.0 —DRAGO�T,VE 0 SECOND FLOOR PLAN— NO ELEVATOR FIRST FLOOR PLAN— NO ELEVATOR `2 SCALE:I/4"=I'-o" 0 SCALE:1/4"=1'-0" t v e a FLOOR AREA"Cl"UNIT: w BASEMENT: 756 SQ.FT. Q FIRST FLOOR: 1,4LL SQ.FT. SECOND FLOOR: 1,182 SQ.FT. TOTAL: 3,382 SQ.FT. GARAGE: 479 SQ.FT. 0 2' 4' 8' _j t VOLUME: 29,682 CU.FT. a e e z Z W � E �,A3. w 0 W�� cn ."K ua r-ALUM "GUTTER -FLAT ROOF BELOA ' Q M'- ° \ aWu imGs++ Ot po _ O _ `Q c< u x t 3 071 ALUM."K u ^Z U L NE OF WALL BELOW GUTTER Q °D.S. °D.S. I D.S. - -- - - -- - - ------ -- - - - -- - - - - --� ------- ---- ---- - --------------- I O p I'i %W4 I j I I I I I N o - - !I N I � � N O i.l � I Z N 11 i J A EPDM OOF I I `! fz .Q �tEy'E�ZANE,Ya" E PER FT.SLOPc i I I'I !I I O Q I N z Q V) O i a_ DS J w U Q �- `, I II p Z I Dl8 �-FLAT c R OOr -- _ E i BELOW S i I G O HP.FRAMED � � � (D CHIMNEY VV + i O Lo THIN5E-BR CK I ; m • VENEER a 1 �Q3.0 Lo N o D.S. ^` 1 i N { C Z E E D.S° I m cn -RA L NG BELOW i TYP.) 3 71 A3.0:30 �--LINE 0=WALL BELOW ALUM."K"GUTTER o � ROOF PLAN (Y) SCALE:1/4'=1'-0" o 'o a z • 0 y w w a 0 2' 4' 8' 0 �-1-$LAGK AL.,N, rt I b-O -,rt GAP -F BERGLA55/ -- -----: - --FI5ER6_A55/ I I Ii I I I ASPHALT R00= `'1ETAL FLAB-NO 5H NGLE5H\GLE VENEER GENERAL NOTES: ROOF TH NSET BRICK - METAL FLASH NO 1. SEE EXTERIOR ELEVATIONS 8 SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS,UNLESS AT THE HEAD 0= AT THE NtEAD OF OTHERWISE NOTED. ALL WINDOWS$ --- METAL CHIMNEY ALL IN;NDOhS 8 2. ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING,UNLESS OTHERWISE NOTED DOORS(TYP) FLASHING AT DOORS(TYP.) 3. 2x6 NOM.EXTERIOR WALL FRAMING 8 2x[,NOM.INTERIOR WALL FRAMING,TYPICAL. ROOF(TYP.) . UNLESS OTHERWISE NOTED. 2 7 � _ ----- ---- 12 8t Q8 x PV(:,TRIM® A3r1 12 ` 8 o EAVES 4 u� m o o' FO AYES TRIM® RAKES'-YP.)- ' \ �i0 Z 2 c o E,o A3.1 �E \ ' 'uta°L �o vv -- RAKES(TYP.) WINDOW/DOOR NOTES: \j '� N c°' �� I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS,AS SHOWN ON ELEVATIONS. i 8 �� C W U .2 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. STEPPED METAL ,' - o G�"' o 0 0 \` --5/4 PVG TRIM A3.1 �� AROUND 3 PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. FLASH NO AT ALL �-- __ L. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE ROOF TO 51DENALL i' U v DOORS AND U z \\` WINDOWS ITYF. NTERSEGTIONS'TYP.; --- '�,' < ^ U -----5 T EP=ED NETAL �G j FLASH NO AT ALL ROOF TO 5 DEWALL ' NTERSEGT,ONS(TYP.) GE"IENTBOARD D.S. -------- I SID'NG.5/c'REVEAL-- � -- C -- -- -- ---- � �-GENENTSOARD \,I 5 DING,5'4'REVEAL I I - __ R/ Z 6' K 5TY_E A3.1 WHITE ALUM. 12 12 GUTTERS w/2'x 3" AROUND C-I R M 10 j q NHITG ALUM. DOORS AND FLAT D 6' IG''STYLE LEADERS 'YP.)---� WINDOWS(TYP•) Ep N ROOF I 2 T.O.SUBFL00R aS --------------- - - - ------- WHITE ALUM 2 T.O.SUBFLOOR - --------- -------------------- ----------- ---- ----_- - DECORATI�/E GUTTER5 Al 2'x 3' RAILING WH'-E ALUM LEADERS!TYP.) 12'50UARE _ GOLUr1N _. .--- ----- J. COVER OV=_R WD.COLUMN - - I❑ D S. WATER cV Z H I❑ - - - -- - ME=R I O Q CL05ET 1 O ! D S: I BEYOND- - D.S. _� - ____r_ - _ -_ -.S. I D:S.I > Lu 1 d) 1 �q T.O.SUBFLOOR -- ---f- - --- -- ---- 1 - ----- ------- - I T.O.SUBFLOOR k" ------_-- ----------------- --- I - -- - LEADER INTO 1 J i i 1 LE AD R INTO I i i i i BLUESTONE �0. I Z N I F N�H GRADE 2 DRAINAGE- i-� BLUES;TONE TERRACE DR +� i I I 1 1 t PAVER TERRACE 1 I I O 70 I,I A3.2 t A3.1 III 5Y5TEM(TYP.) I �SIM. ON GONG.SLAB 5Y5TEN"YP)- �J I----------------------------------------------------------4 1 I I I I j Q `� I I I I 1 I L-------J L --------------------------- ----------------------1 1 I I I I 5/4 PVC TRIM I ' + ' ' I I -I J CORNERS(TYP.) I 1 I I I 1 I I I -0 I 1 I I I I W W j I I I 1 I I j ♦_ E FRONT ELEV-ATION j 2 REAR ELEVATION j p z0 4) 4- SCALE:1/4"=1'-0" i i r I i 1 SCALE:1/4"=1'-0" j T.O.SLAB I I I I I p T.O SLAB I Z w Q ) rJL---------------------------------J L� rJ L----------------------------------------------------------------------------------------------� X , Lu rt U _j di w Q Q -BLACK ALUM. GAP UN T'A"BEYOND �- -F 5ERGLA55/ NIT'A BEYOND -THIh5ET BRICK � ', ASPHA_'RGOF �� VENEER 5H1N6L=' O I+tll+ll NETAL CHIMNEY ,',',',' ' 2 FLASHING AT ROOF(TYP.) ----I tO v ,' ` o METAL FLASHING0 AT THE HEAD 0; q O AL:.WINDOWS 8 -_____ __._- -_ -.- -- > ----. Lo DOORS(TYP; o0 5.4 0/G TRIM ' , ` Lo AROUND 1 _- V ^ N DOORS AND I t- ` • WINDOW5'T`(P.; Li DECORAT VE RA_:NOi- I L EPDM PAN � � _ � J r FLAT EPDM Z i 1 12 ROOF (D T.O.SUBFLOOR -1�--- -------------------------------------------------------------------------- ---- - -- 9 • 2� - - -- --_ __- -- -- __ FLAT EPDM__-- --- - - ROOF 1 x PVG TRIM® I o EAVES 8 -- - - RAKES(TYP. -- ; - 1 ❑ ate- pnEl m m m � M � r ° - - 1 ❑ 2 O CEMENTEOARD 5 D NO,54' 'n { -n E REVEAL-- 1--------� c r -r [[ a T.O.SUBFLOOR ---- ------ ---- - --- ------ - --- - 4-- 1 - --- \ ' ' FIREPLACE ' ' ' i �- S LEJAINA NTO �FIN 5H GRADE`J 2� I /5\ I 6A5`ETER 2 / 1 I 2 SQU'°`RE • LOCATE ON A3 I T=RM NAT.Ot�r DRAINAGE ! A3 I I Ar 3 I f rr�•�r��T�--�r--�� I• i COLUMN o SY�T�M TYP.; �1 I �� I COVER OVER I J L----------- J L I i ( ��_' 111 _11 I I 1 C**4 1 I - -�-12"SQ�IARE i^LA-ER M=TER CLOSET A/G LV TS ON I I ik==��-a�l�`==��=-�I ' I \ , I WD.COLUMN 1 1 F- I I a III a I I I I \ GIIrARDf�A L-------------- -----Gc9LI N w AEEATr-ER STIR PPED GONG.PAD I !� ,1 a �11 n 11 1 I L w/ o 0 I I BLUESTONE TERRACE COVER OVER DOOR$HEATER I ,O �r -n- -�lr--n---i� I I GATE 36"H. ON GONG.SLAB - IND.COLUMN ABOVE GRADE l�_ �1�__JL__ I v , -v-- I I I 1 CY I I a I I 1 n I I�---- EGRESS I I_I �f J_ alt.__1_ j 1 W NDOWS IN o SIDE E L E�SCVLE�:1/4"=O N WELL.r/STEPS ' + 1'-0• I 1 I I 0 2' 4' 8' E B Q T O SLAB I I I I I JL------------------------------------------------------------------------------------------ -----------J L a -----------------' I 6 �----FIBERGLA55/ A5PHALT ROOF METAL FLASHING SHINGLE AT THE HEAD OF ALL NINDON5 8 / 1;)OOR5(TYP.) 12 / A31 x PVC TR'-I e \ _ t2 - EA/E5 a RAKES(TYP-- .'%� 16U adc g o C d STEPPED METAL A3 1 at p_ o o p o FLA5HING AT ALL ��' O S Q c ROOF TO SIDEWALL ,��/� V � �z o INTERSEG T ION5(TYP.) U , Q .' GEMENTBOARD - 5IDIN6,5Y4"REVEAL C. 6""K"'57YLE As•I _J * f WHITE ALUM. 12 I GUTTERS va/2"x 3' 5/'PVG TRIM 10� I NHI T E ALUM. AROUND dJ LEADER5(TYP.) DOOR5 AND PLAT EF'DM WINDOW5(TYP.)- O 2 T.O.SUBFLOOR --------------------- ----------- ROOF --------- -- -\---------- -------- 12"SQUARE \! COLUMN COVER OVER AD.COLUMN D S. I i WATER F- I 12'5OUARE Z METER O COLUMN 0 - - CLOSET - O COVER OVER BEYOND- -- -�� inWD.COLUMN w I T- 36"H.PVC ( I GUARDRAIL .O.SUFLOORT -- --------- ---- O --- cN D.S. D-S. (n O Q N 2x4 P.T.ND. p LLJ RECE55ED INTO W END OF GONG. FND.KALL ' ' I �— B T.O.SLAB ------- ' ---- ---- ---------- ---- --- 3 z w - Q V) I Z"SQUARE X _EADER INTO Il I ' ' FiN15H GRADE ' ' ' ' i COLUMN I � 1 1 I s �I r- DRA NAOE I 1 1 1 /� U W J ----COVER OVER / lJ ) l) l '1'I'I'1 N Q F- SYSTEM(TYP. --------------------- _-- I I I I I W 1' —,^tub-E,OL-JMN- —( ------------ -------—( ;1 1 1 1 1 I I 1 I I I I I 111 111 �, 0 -------------------------------------------------'�------- -------1—------I—'� I1111111 / -- N 1111'Ill , REAR ELEVATION W/ WALKOUTS '1'I11'� ---- - -- ----- '�- - -- SCALE:1/L."=1'-0" �Q , L METAL CHIMNEY FLA5HIN6 AT 12 �� O /200E TYP.)- -�' to '"'E-A_F_A5H NG - AT THE HEAD OF Q� AL-VdINDOVG s DOORS -YP.) _ V ga PVC TR N1 aLo AROUND DOORS AND W NDOVr'5(TYF`) 1 DECORA-VE Lo N RALN6-- EPDM PAN U VJ 12 N 2 T.O.SUBFLOOR �� --------------------------------------------------------------------------------- ----- ---- --- 0 �--FLAT EPD _ _ --- - ROO x PVC,TRIM® EAVES$ W RAKES(TYP.) DS. - I N • I I = i O v 5 D NO 5Y4" _ REVEALco r � r-- a -- o T.O.SUBFLOOR,� ----- - ---- ------ ---- --- - --rr-- --- --------- -—-—-—-—-— - IRV ---r-- T--i1-- , I I II II it 1 I I _E)iDrR INTO DRIAII►y - 2 _ /' _� I I I I 1 1 SYbTI>:l u I I I I I I I I a �1 7 i 12"5QUARE 'QJ ' i i I GO_UMN wI 8 f - - /0.COLUMN COVER OVE O __ _ —rl--1T--rr— � z II II II II I � u II 11 If 1 1 II ; i r------I ---- --I Li (1 1 i 4C**4 �+4 B�_T.O.SLAB ----- -- - ' - -' -- D SIDE ELEVATION W/ WALKOUT 2 SCALE.1/4-I-0 I rJL----------------------- ---------------------------- U a --------------------------------------------------------------- C v u a" FLAT EPDM ROOF------) rt 5LOPE V4'PER FT. o:.:2a..S•`'oc'q-::3oY:;:<: r:j:'>.2' ':>o>"r'ti: ;xo.Y=>. 12 `•'�' 10 t' ING.,U A [( T'r L _ _•_E_-�. - =>Y�'�' �:��i^. SEPARATION -{:= WALL O YP.) 12 2 Z W m o E ip Cc W U Q •O at a W O t 00 12 U x .c a3. < INSULATE 4( 5EPAR,ATION FLAT EPDM M 2 I.- 0 ROOF 12 BEDROOM#2 v HALL WALK-IN f::.=__` BEDROOM#3 � >• IO o CL T.0.SUBFLOOR T'r, T.O.SUBFLOOR ~ 2 ----- ———— _ -- — 2 --—— Y _ o "(/1=lam �.\•:\%:<:^:>>:>:��ifi'"{• e IN5ULATE t PERIMETER = OF GARAc5E cv ! cv ( o DINING rY ) o MUDROOM CL DEN GARAGE _E z ROOM 0 0 O d > w T.O.SUBFLOOR _ T.O.SUBFLOOR - Y L ' ^Y: ; T.O.SLAB ClEl Q DOOR r+ :. V_ I 0 C: INSULATE I• CV FLOOR OVER _I ni - Z _ ! UNFINI5HED _ O 5PAGE(TYP.) - � FINISHED CL ! UNFINISHED ~ N BASEMENT ;.I:: - UTILITY - w r � •� t ,fin � O 4) T.O.SLAB _ I 1 p T.O.SLAB } B,?► B o o o 0 Q V) BUILDING SECTION BUILDING SECTION � m SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" U Q � W _ V) 1 I I 2:x2}•: ..3• :{.}:.>:a.-r -•:f>.: :•.a:x•:•:a > < w 2_< O C is b' b' 3 2"F BERGLA55 ^S` 5'2"FIBERGLA55 (2)1 GYP SOUND I ({! SOUND BOARD ATTENUATION ATTENUATIOt\ L.IN_R CAN=L-5 � OLo � ao II i II r- _ MASTER 0 �- I BEDROOM HALL BEDROOM#3 N o. v THERMAL (2)1'GYP FLAT EPDM r o N ER OR BOARD ROOF--- <° � 0 �--- I _ a APPROVED, LINER j x o --j THERMAL i FIRE STOPPING-- PANE-5 T.O.SUBFLOOR GLO5ED GE_L 2 I 1 °€ ;r•: i R R FBFOAM - -O P Y - - _ 'v _ 5 RA APPROVED FIRE 5TOPPIt\G - T 5 SEPARATION WALL DETAIL -- =RM TI=R 5 5' SCALE:1-1/2"=1'-0" - OF GARAGE ° N OPEN GILL"X" Ft cv (TYP.)--� ° 0 SEPARATION WALL DETAIL -� 1 4 SPRAY FOAM b„ 1 b" SCALE: I-I/2"=1'-0" I 2"50UARE KITCHEN 0 MUDROOM �_ GARAGE COLUMN O _ WD.COLUMN- ' 14T.O.SUBFLOOR --- _ _ _- _ 5-OPE Y_•'PER FT. u v^ 1911 .•: < ('�.•>... :�:>:f _ ::�•_..x:2z^= v O e FLOOR OVER - JtiFlh SHED -i t THERMAL L-__J PA a • FIBER OR -��' UNFINISHED SPACE(TYPJ WALK-IN CL -c APPROVED j li) GYP• UTILITY FIRE STOPPING-� BOARD ` IN5ULATE WALL5 CL LINER PANEL5 ADJACENT TO O o UNFINISHED d 6 SEPARATION WALL DETAIL SPACE(TYr"'.) SCALE:1-1/2"=1'-0' Z B T.O.SLAB --- - y 7 O 2 U n BUILDING SECTION a SCALE:1/4"=1'-0" e a ROOF GON5TRUGTION, 2xb WD.LADDER 36"H PVG SEE WALL SECTIONS-•N ROOF CONSTRUCTION w BLOCKING® ROOF CONSTRUCTION, ROOF CONSTRUCTION GUARDRAIL SEE WALL SECTIONS METAL b'c.c. SEE WALL 5EGTION5 METAL SEE WALL SECTIONS 2x 1,ND BLOCKING t ALUM. K DR P DRIP DECK GON5T. BETWEEN RAFTERS _-_ 7UTTE4 1 EDGE I—OY� EDGE SEE WALL i Ic SECTIONS METAL - - - - - - - - - - - �- - - - - - - - - DRIP 12 _-_-_-_-_- - EDGE- 10v -_-_-_-_-- y PVC = r _- _-_-_-_- --------------- t 1 - - - TRIM, r�'-d l - - - - - - - - - - - - - - - - x PVG ALUM."K" _ _-_-_-_- PAINT ----------------- - _-_-_---_-_-_- TR,M, GUTTER _-_-_- _ _ _ _ - _ - _-_-_-_-_-_-_-_- PAINT 3 r - I'•' ^ � TRIM, C _ _ _ r I Z Z Lu �0, E�/4" _51MP:,ON r!-4 OR II' ------------- PAINT - - - _ _ y 0� aci� H-5 HURR CANE Ix PVG o. - - - -_- - - - -_-_-_-- - - - - W U Q it O1,o CLIP®EACH TRIM, I = Ix5 /G - _ _ _ _ _ I a W c y- RAFTER(TYP., PAINT ' - - - - - - i i _ o c (-Ix PVG TRIM, - - 5/4 PVG TRIM, ' G °t p BEADBOARD PAINT 13/4'. -_-_ _-_-_ PAINT- bll, 11 P.T.hD.BE Atli u s r 3 - ND.BLOCK N5 /a PVC TR N b i I2 SQUARE - -_- - -_- i j i 1, o x8 PVG 5 EXT.WALL EXT.WALL V Z TRH ®16"o.c• EA.51DE OF - - CON5TR..GT ON. - - CONSTRUCTION, i °C U GOLUtiiN PAINT �'7 EXT.WALL BEAM,PAINT i -_-_- 5E'' L_ -_-_- SEE WAL_ ' < COLUMN Q COVER OVER 2' QUARE 5/4xb PVG HEAD- CONSTRUCTION. i WD.COLUMN - - 5_G T ONS - - SECTIONS I GOV.=R OVER TRIM,PA NT SEE WALL 1 SECTIONS CL WINDOW A5 HD.COLUMN SCHEDULED > 6� PORCH EAVE DETAIL { MAIN RAKE DETAIL 8 DORMER RAKE DETAIL 9 DECK DETAIL SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" O SCALE:1-1/2"=1'-0" Q .) J .° -_ MAIN EAVE DETAIL ND.WAL_ -_-__ ROOF CON STRJCTI ON, FRAM NO _ SEE HALL SECTIONS SCALE:I-I/2"=I'-0" IND.5 1 L L 51DING 4 -_-_- ALUM. PLATE SHEATH NO _-_- GUTTER a0 _ f BELOW TH15 BELOiJ TH 5 I , POINT HAS POINT HAS TO BE P.T. TO 13E P.T.- - f cave amm m NOTE_ PRIOR TO INSTALLING SHINGLES,INSTALL GRACE"ICE fl d) FINISH 4 z d x PVG TYP.ROOF GONST. WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED. MULCH �D 4 4 TR M m N in I '� o Z • ASPHALT/F BERSLA55 RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES. PAINT x VG O ROOF SH N5LE EAVES,RAKES,VALLEYS,HIPS,ROOF-TO-WALL _ v ,�v BEADBOARD N • 150 BUILD NG PAPER INTERSECTIONS.AROUND ALL ROOF PROJECTIONS,AND ENTIRE - m 54 PVC TRIM b' 6" �-2 SQUARE > • 5/g"EXT.PLYWD.5HEATHIN0 ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE,DIRECTLY TO - - EA.51DE OF / , i COLUMN � • ENGINEERED ND.ROOF ROOF SHEATHING.INSTALL'ICE a WATER SHIELD'FROM THE BEAM,PAINT--L COVER OVER TRUSS w/SPRAY FOAM EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR - G 'GREY c d ND.COLUMN INSULATION WALL LINE. INSTALL PER MANUF.INSTRUCTIONS FINI H FOUNDATION HAS • 5/6"GYP.BOARD,PAINT GRADE TO BE BOVE Q Q r- O - `°'=q4°"` PORCH EAVE DETAIL 0 OI TYP.ROOF GON5T. I Q Q CV FOUNDATION DETAIL SCALE:1-1/2"=1'-0" TYP.FLAT ROOF GONST w • ASPHALT/FIBERGLA55 • EPDM ME`1BRAVE 0 ty TYP.SECOND FLOOR CONS- ROOF 5HIN5LE SCALE:1-1/2"=1'-0" • FIN15H FLOOR • 15#BUILDINS PAPER • 3/4 T Tri'NG16 T PLYWD _ p� CV • 5/4'Tf 5 PLYWD. • 5/e"EXT.PLYWD.5HEATHING 505FLOOR ENGINEERED WD.ROOF 12 = I TYP.FLAT ROOF CONST• 2x10 TAPERED AD. N • 12"FLOOR J015 T TRU55 w/SPRAY FOAM 10 _:-__ _______________ RAFTERS® c. = Z • 5/B"GYP.BOARD,PAINT IN5ULAT ON �_ __=__=_ • I+PDM MEMBRANE ROOF GONST.,SEE _________' • 2x4 GLG -0 5TS .---EXT.WALL GON5T., • 5/4"T65 EXT.PL YWD. DETAIL 2/A3.1 =_'=_=_-_-_- • Ix�'VG BEADBOARD SEE DETAIL 2/A3.1 _O ,}, E 5 - - ==---= =-----= 5HEA T HING Av -__ ___'_ • 2x10 TAPERED ND. _.:____=_ __ } _ �_- RAFTERS®Ib"o.c- __-____--_- SLOPE Ya PER FT. LLu Z Q _ _ -• _OT.O.SUBFLOO i i T.O.SUBFLOOR -- _ ______________. T 0 SUBFLOOR tom-} ,�� _----- ==: T.O.SUBFLOOR L Z Q cry 4 - --- EAVE w/ =_____-___ EAVE w/ 1 i �- J ------- _:__- 5UTTER, ___ GUTTER, - Q tL 5 -_ ___. _ SEE DETA �-------- SEE DETAIL—i/ U INT.SEPARATION WALL _= i •t, __ _ _ �-SECOND FLOOR SECOND FLOOR Lu UL-U336 2-HOUR RATED EAVE w/ TYP.SECOND FLOOR CON5T. n i GOV5-.SEE DETA L A3.1 --I ' GONST.,SEE DETA L 5TG RATI NO 6 GUTTER, i i - 1 ' 2 A3. -i 2/A3.1 -..-- - -- SEE DETAIL I • FINISH FLOOR A3.1 • (2)ROWS 2x�HD. • 5/4"T&5 PLYWD. I i ' i L -- - - � SUBFLOOR ______ 5TUD5 @ I6"o c.w/5/2 12"FLOOR JOIST Tr I i O F15ERGLA55 ACOUSTIC ' I ATTENUATION WIND011 A5 • SQUA E W 5/8"GYP.BOARD,PAINT ' • (2)I"GYP.BOARD SCHEDULED COLUMN , , M iv LINER PANELS �� ry COVER OVER \ N' ; I T O Ot Yz'AIRSPAGar, x , WD COLU IN- .j i i m i i , ' EA,5 DE TYP.EXT.WALL 0 O Q ^` -� •Y�"GYP.BOARD,EA. I - - DOOR A5 , , 1- i VJ v ku SIDE,PAINT • CEMENT Q 5CHEDUL ED -- '- -- .�____ T_ 12"SQUARE i O -- CLAPBOARD OCOLUMN :�OOR AS i I COVER OVER i (n • DJILDIN5 WRAP T i AD.COLUMN ) 5GED LED � � TYP.TERRACE TYP.FIRST FLOOR CON5T• • /2 EXT.PLYWD. n O I TYP.FIRST FLOOR CONS I cv cv SHEATHING • $LURSTO�E ON M'DSE'' O • FIN15H FLOOR • 2x6 AV.STUDS ' dJ • FINISH FLOOR y r 'o' • 1/4"T aG PLYWD. CD 16"o.c.w/ r • g/4"T46 PLYWD. • 4"REIN.GONG.5L.A5 I r E � SUBFLOOR SPRAY FOAM SUBFLCOR • 6"COMPACTED I o O LO -- l 0 • • 6"FLOOR JOLT 1, ___ I6"FLOOR JOIST GRAVEL BASE O!� '• � INSULATION ON • • B%&"GYP.BOARD,PAINT • Y2"GYP.BOARD YY GYP.BOARD,PAINT COMPACTED SOIL! FIRST FLOOR CONS"., I I FIRST FLOOR GONST., PAINT VJ { SEE DETAIL 2 A3. SEE M=-A L 2/A3.1 - r— A3.0 SLOPE Y$"-ER FT. SLOPE re PER FT. f T--tLO T.O.SUBFL00 ' ' T.O.SUBFLOOR T.O.SUBFLOOR - - ,,• T.O.SUBFLOOR - _ ---- W N —— INV FIN.GRADE _ - -I _ _ i_ ---, _ •• ----- - I'-- • _— —, -- —__ r" i--- _— • , .•_I I—I I—I Ill-1T-T I I—i I�1 I I I' II I I—',I I—I I—I I I=i I Pi 11=1 I •' CONC.SEPARATION WALL I I�11{, TYP,GONG.FND.WALL GON5T. 1=III-1 I t =III=1 1=I I— W =1 1= =11 i • 10"GONG. •,. __ -T• 10"REIN.GONG.WALL z- { ••�__ • PROTECTION BOARD T_ SONOTUBE • Y2'AIRSPACE -I 1' .E__ • WATERPROOF SYSTEM `fl 11111 1 M 11_ _'I' a FOOTING- / I =1 I 1 p • • 2x4 NV.STUDS®16'o.c. I—I I • 10"REIN.GONG WALL m I I—I I •.III—I 1 —I I ,� I —I I �1 - •YY"AIRSPACE —I I III=_ =III -FOJNDAT ON WAY i -III FOUNDATION WALL, y w/SPRAY FOAM 111 INSULATION,EA.SIDE �1=1{ ,a�:_ • 2x4 WC.5TJD5® I 11' II=1( SEE DETAIL 2/A3 L—'—_____J I1=�� SEE DETA L 2/A3.1 i N -- •� • Y2"GYP.BOARD,EA. =1 I 1 k= 16'o.c..a/SPRAY FOAM •• I _ _ `9 * SIDE,PAINT .0 I I(=1 I•• •E__ rTYP.PA'\/ER5 _ NSULAT ON .III=1 I• I •1�1=11• � —� tr I - - - 's "III- ••E-_ • 'Y 5YP.BOARD,PAINT i=III • VY RANDOM 1-1 1 b'FOUNDATION WALL w/ -11 BLUE w/5AN0-1 I 1-1 I a Cy) •l _111 �, REIN.GONG.FOOTING, 1=1I �p 5WEPT JOINTS J=1'1 � NOTE: v 4 - NOTE: j-_ , SEE STRUCTURAL DWO's _ 4"SAND BED -111=11 ALL WOOD O ALL WOOD i 11 =- is FOR MORE INFO. III-1I o •1 _= F=_ =1 i I • b"COMPACTED -1 I W IN DIRECT = TYP.GONG.SLAB GONST. IN DIRECT 1 ••.• I TYP.GONG.SLAB GONST. _ GRAVEL BASE ON x I•• • 4"REIN.GONG.5LA6 I 4 • 4"REIN.GONG.SLAB COMPACTED SOIL '6 CONTACT w/ __ 4 1 CONTACT w/ 11 1-T1 i 1—I CONCRETE CONCRETE :: SHALL BE -_ ! ' _- • 10 MIL.POLY VAPOR SHALL BE =1I • 10 MIL.POLY VAPOR BARRIER BARRIER o PRESSURE • b"GOMFAGT7=D PRESSURE 11) . 6'COMPACTED TREATED •� == GRAVEL BASE ON TREATED. I=II. GRAVEL BASE ON =I I GONG.SLAB SEE =I I GONG.SLAB,5EE 'I COMPACTED 5O_ -I I _= COMPACTED 50 L i I I I r DETAIL 2 A3.1 1-III r DETAIL 2/A3. IEll II,III11 I,�IiII�� , � • BT.O.SLAB f = p T.O.SLAB (I=I _ F=' •, p f 1♦ T.O.SLAB -_-------_I I{_)I _ I p T.O.SLAB -_--_----_) IRV a I-,_ i --_-1 I „_ • •4 ',_1 ql -, �• - 4 PERF.DRAIN yr� - - - 4'PERF.DRAIN -11 �= � 4"PERF.DRA N -4/ -�, 1_Iii— tI—_ ,_ =1 i � ( � i(= 1 1 1-� _,I I-I 1 —I P FE IN COURSE I P'PE IN COURSE PIPE IN COURSE Q ' -REIN.GONG.FOOTING, GRAVEL,WRAPPED REIN.CONC.FOOTING GRAVEL,WRAPPED REIN.GONG.FOOT N�5, GRAVEL,WRAPPED REIN.GONG.FOOT NG, IN F-LTER FABRIC i N FILTER FABRIC, STRUCTURAL DWG's IN FILTER FABRIC, 1 SEE STRUCTURAL DWGs SEE STRUCTURAL DNG s SEE STRUCTURAL DWG's SEE 5 G AL s WALL L L SECTION FOR MORE INFO. CONNECT TO DRAIN- FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. YYA SCALE:I/2=I-O" WALL SECTION WALL SECTION WALL SECTION U SCALE:1/2"=I'-0 SCALE:1/2"=1'-0" 1 SCALE:I/2"=I'-0" u a ROOF GON5TRUGTION SEE WALL SECTIONS - -------------_ 2x WD.5LOGKIN6 BETWEEN RAFTERS 12 TAPE OVER ME-'AL _- DRIP F_A5H NO _ _ REF.DYNG 5 FOR HEADER NEW WINDOW&DOOR INSTALLATION NOTES: - - - - - - METAL - - (TYP) -_-_ SIZE - - - - - - - DRIP FO_D SELF-ADHERED CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER EDGE rn 5/4 PVG SLOPED GAP RUBBER LF-FLASHING INTO MARVIN SPECIFICATIONS,WOOD-ULTREX INSTALLATION FOR - w/PVC,SCOTI A(TYPJ OPEN NG AT JAMBS NEW WOOD FRAME CONSTRUCTION DA T ED 5-22-17 INTEGRITY - OPEN LOVER M5SIL END OUTSWING FRENCH DOOR WOOD-ULTREX SERIES TYP.WINDOW PVC, ALUM."K" 5ELF-ADHERED INSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH CASING,PAINT GUTTER RUBBERIZED FL A5HiNG GAP DAMS(TYP) OPENING PREP&FLASHING METHOD A-I MEMBRANE DRAINAGE OVER HEAD NAILING WINDOW R.O.HT. SYSTEM DATED 12-22-14. A V FLAN5E(TYP.) SEE EXT.ELEVATIONS - z z a"0 a CQ U� BACKER ROD AND SEALANT AT^ I I Ix PVC BEAD50ARD v+'- c W ' , � SIMPSON H-4 OR '^�> ;o �o�,' INSULATED GLA55 H-5 HURRICANE p,+,V Q w °'o PERIMETER OF WINDON � WINDOW SEE EX-. Ix PVC 51DE5,PAINT � CLIP®EACH 0 p� o t IOU a " ELEVATIONS 8 W NDOW Inl\DOW AS RAFTER(TYP.) _ a i SCHEDULE FOR TYPE SGHcDJLED Ix PVC TR M, V = a3. 2"HISTORIC PVC, I �__ ; PA NT ,�z U SILL w/DRIP----� , i DEGORATI/E i� �RUBBERIZED PAN RAILING NNDOA A5 FLA5HIN5 5Y5TEM w/END J- 5GHEDULED ` GAP DAMS 8 BACK DAM `�' i=PDM ROOFING,RUN / - BETWEEN WINDOW UN T E PVC SILL 8 - - STOOL TRIM(TYP. UP SIDES 8 UNDER - - G APRON,PAINT-_� G PAN FLASHING-- WINDOW,ON 3/4"T8 - - _-__ EXT.PLYWD. EPDM ROOFING,RUN UP SIDES d UNDER SHEATHING ONA SHEATi-'IN6,ON/4 TAPERED FRAMG -- TAPERED FRAMINGNINPON t - TYP.EXT.WALL - - 5LOPE Ya"PER FT. CONSTRUCTION < _-_' EXT.WALL TYP. WINDOW DETAIL o 5L CONSTRUCTION, PEY4°PER FT. ---- 10 12 - - - - - - - --------------- SEE WALL �) SCALE:1-1/2"=1'-0' _ _-_- _-_-- _-___ G SECTIONS Si RI 1 A�TT - EPDM ROOFING,ON 5/4 -------------------------------- ---- p _-_- T8G EXT.PLYWD. -------------------- ------------- --_- _ 5HEATHING,ON 2x4 _-_- TAPERED FRAMING ROOF CONSTRUCTION, - 5/4 PVG SLOPED 4 ---- _EXT.WALL SEE WALL SECTIONS n DORMER WINDOW DETAIL z GAP w/PVC - - SCALE:1-1/2"=1'-0" SCOTIA(TYP. .ONSTRUGTION, O SEE WALL N s/a PVC HEAD m ---- SECTIONSLIJ CASING(TYP) 71,C O ____ iYP,FLAT ROOF GONST. Ix B AP ---_ - %PDT45 EXBTRPL-NP. O TBEADBOARD 3 ..� JN5 =____"_--_- s/ax6 PVG JAMS P - - SHEATHING Q • 2x10 TAPERED ND. N CASING(i~PJ __ RAFTERS®I6"o.c. - , RECESSED WINDOW DETAIL • 2x-F GLG.JOISTS -EXT.WALL GONST 0 ROOF GON5 T.,5EE 5 SCALE:1-1/2"=1'-0' • :x PVC,BEADBOARD SEE DETA L 2/A3 C DETAIL 2/A3.1 ` - 0 N 1 1 3/4"PVG i i SLOPE Y4"PER FT. _- � BEADBOARD ; ; T.O.SUBFLOOR _-_-_-_-_-_-_--_-__-_-_-_-_--� N .� SOFFIT f _ Z 2 PVC, EAVE w/ HISTORICAL GUTTER, 1 1 - O WINDOW AS i SILL(TYP.) /1 SEE DETAIL J i v Z } ' '--5 x4 APRON(TYP.) w SCHEDULED i , � /4 Q � 1 i 2 J I i 1 = SECOND SEE OF- Z TYP. EXTERIOR +, � 1 --- GONST SEE DETAIL o —� EPDT✓ROOF ' i A3.1 __I--' 2/A3. CL - ;� I WINDOW/ DOOR CASING 1 _ � Q w 1 \ I p SCALE:1/2"=1'-0" 1 ; U � 11.! DEGORATI VE i i i ' ' w U Q io RA L NC7 N SECOND FLOOR -- f GON5T.,5EE DETAIL ' 4 ~ O 12'SQUARE , to ------ __ - =_ 2/A3. COLUMN ; DOOR AS COVER OVER 1 fn;` WD.COLUMN--� ' "'! _ e 2 T.O.SUBFLOOR -.-__ 36"H.PVC SCHEDULED I GUARDRAIL a, GUARDRAIL w/ r GATE 56"'-' - ABOVE GRADE EXT.WALL GON5T. I"CHAMFER SEE DETAIL 2/A3 -FIR5T FLOOR CON5T., o T BOTH 51DE5 := SEE DETA L 2/A3.1 O TYP.ROOF CON5 T. ` OLo s/e TYPE"X'GY0 L T.O.SUBFLOOR -� • ASPHALT/FIBERGLA55 T.O.SUBFLOOR - BOARD 8 IN5JLATION I - ROOF SHINGLE 1 I 9 -T- - ABOVE GARAGE • 15x BUILDING PAPER - FIN.GRADE i =-"j 2 -- - -_:\ • 5/6"EXT.PLYWD.SHEATHING 8±V' • ENGINEERED WD.ROOFLo TRU55 w/5PRAY FOAM INSULATION U N O -III 1 I I -_ - ---- - L--' P.T.NO.LEDGER w/ -OVERHEAD DOOR � --- � _="�=____:_- ; i METAL FLA5HIN0 ON TOP- M. I 1-1 I E5RES5 5TEP5 FIRST FLOOR GONST., ______________ N~ 1 I I III SEE PETAL 2 A3.1as _-__-_-__-_- TYP.DECK GON15T. 1=1;1I=1 l 6 ,-- ---- ---- _ COMPOSITE DECKING _-_--- -I •` I A3.2, __-: __-__=_` "=-_ i 2xl2 P.T.N.D.JOIST5®16"o.G. EAVE w/ Z • T GUTTER, l l ; 5EE DETAIL ' ill . m NINDON AS . 1 ; SCHEDULED ;_I I 0 T.O.SUBFLOOR _-_-_( _ -- '° •• - _ ., 1 f SCHEDULED I I -� GRAVEL w/DRAIN , , T_IMP � SLOFE%4"PER FT. _I I TO FOUNDATION ; ; Z ( 12"SQUARE T.O.SLAB �i i 'III -° a �9 x PERIMETER DRAIN 1 EPDM ROOF 1 u �`COLUMN 0 DOOR - ° �Q 30" 1 � Ir F o r- G _- � —1 I =� , .. = 1 � 1 � Q COVER OVER MIN. , J WD.COLUMN GONG.5LAB SEE -� -1 1, l l Il I•`°, '1- _ --- 111 a, a _� _ DETAIL 2AB�SEE 1 SLOPE Y 'FT. = DE-AIL 2/A3 -I 11 I - _ =1 I •' 1=1 I=1;i 1=1�I DR VEWAY, 1=111 4 l I 1=1 1 T.O.SLAB I I-.•_ I Z f i_ =1 I i __ _ __ ___ __________ i r T.O.SLAB -L- -------------------------- ' o p - - p SEE SITE PLAN-� �'l 1= l I—I B - - �11 _ e i ='_-=-_ _--= i B - ° a =11 I• III- -GONG.SLAB,SEE _III •° - 1 ,I-1 I • ° -_ - 12 ------=----==---=== -=-=-= - ;� DETAIL 2/43.1,NO I-II .• !I , I\ =1' _ "--- - ,0� -- _--------------�- RIGID INSULATION =1 �' -III-III-III-III-I I I _-_-______- _ - - - - - i- - - - - �_ - - •, - - - - - ' •,I I=1 11="-"'_ - ="==`== 11=TI I I-1�I-11=111=11 I=1!I-111=1I 1=i 11=1I I-1 I I-1 i I-1 I I-1I I- I-11 I I I-"'-"'-' ' '-"" • ;I •° °, �' •° ,\C_, __ 111-� -- - -- I III 1-rU _ 2'RIGID N ULATION a •.° ' •• •' ' O- .. °•,-1�I I --_-________ I I 'I T—I l—III, ,�I l III;Il l z 2-G"MIN.=A. °• '-. _ ____-____ 1 -111-1 i L �,1=1 I I l- cIREGTIor.FoR ton ,5'FOUNDATION WALL w / - "_-= i 1 10 GONG. a 4"PERF.DRAIN PIPE IN COURSE - T O.SUBFLOOR ; ; 50NOTUBE ;9I l I-1 ENTIRE LENGTH OF RE N.GONG.FOOT NG, -REIN.GONG.FOOTING, 2 SEE STRUCTURAL DV�G's GRAVEL,WRAPPED IN FI_TER SEE 5TRlJCTURAL DWG's ) FOOTING _1I I—II I -�I REAR WALL FABRIC,CONNECT TO DRAIN -� FOR MORE INFO. -I I l l WALK-OUT FOR`10RE INFO. � ' _ � WALL SECTION SECTION f- WALL SECTION I I „ 4 PERF.DRAIN % RE,N.GONG.FOOTING, c SCALE:1/2'=1'-0" (-,-\ WALLSCALE'1/2"=I'-0" { SCALE:1/2"=1'-0" L---------J PIPE IN COURSE SEE 5TRUC•TURAL DWG's GRAVEL,WR,AFPED FOR MORE INFO. WALL SECTION 'N FILTER CONNECTT TO DR1 AIN SCALE:1/2'=V-0" o 0 G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering•Design 36-1" W Black Point lane Portsmoutk RI 02871 Consulting Engi- 401578.298; I �Of NEVWV tir �9 ¢ p I 'o 11 A /-GONG.FT6.REINF.W/04 I t7 q �.� Z T-W jO EP 6 / BARS o 12"O.G.E1.1.,BOT 4n NO r 1 1 Wt{ G80161 �li2 C W(� ¢� ° V C m_ I 0 _ C o o g o 2- • LO 4 m I L 3'-2• 10'VA REINFORCED L 3'-r J12'-3° 50.1 PERMIT SET Z SONOTUBE PIER TYP. me U ($.OF.MIN.V-b•BELOW 2'3K' S'-b' a 6RADE) NC.FT6.REIO.C.F.E .,�►4 - 2'-qi5' // BARS 0 12'O.G.E.W.,BOT. r - r p 12'THICK GONG.FT6. I S'-1' ' I 4 I I REINF.W/05 BAR5 0 COORD.W/ARCHL tq'-b' L_--_ L___J b 12"O.G.E•W.,BOT. q 3'-2. 10"VIA.REINFORCED AD T 5• 5' S0.1 5 SONOTUBE PIER TYP. 3_2 50.1 UNIT `r 5' ik (B.O.F.MIN.V'6m BELOW 41 FOUND T1 I [B.O.F.-14'-0') ---- [B.D.F_-10'-10'] --------- -- - - ----------- -- --- ------------, -- ------ ---- ------------- - --------- - - --- 7777777 ----- --------L---------�- - ------ - =-=----- ---- ----- --T.O.SHELF J - -- r { •, -- --------- --------- --------------- -------- ------- FT6.5TEP5 I .' i [-10'-2°] ?! Ir 4 I I T.O.WALL T.O.WALL I I i o DOOR { ;• I o BEAM [-o'-y4'] TA.STEM f `:' POCKET 1 I - I I N O w ��, ° [-10'-2•J [-W-61 T.O.WAIL 14 4 E TION I I _,_ T.O.WALL 0 WINDOWJSIM I s I O [2 33'4] (COORD.IN ARCHtI I T.O.WALL 1 ' I Q I I I [COORD.IN i qqq ARGHU • '8 N O I I 10'WALL PROVIDE d INSTALL)' COORDINATE I 1 I 10 WALL PROVIDE d IN5TALL)4' { :, 1'-10•FT6. 5PI IN6FIELD'GAP AND ---I WATERPROOFING I Z I r-lo•FT6. "SPRIM6FIELD'GAP AND ---1 PROVIDE(4)FlA1 I I BASE PLATES AT ALL I BLALLY COLUMNS TYSE PLATES AT P. I I HEIGHT AT WAZT.BARS LL STEP T.O.WALL STEPS 1 .�,) I LALLY COLUMNS,TYP. I FJ AND DARGHL DWCf! I I 0 I I 3r� + i E I .• I > I - I FT6.STEPS f - I I I c�Cr 5 I^ PROVIDE#5 BARS AT 24"O.G. 50.2 i = I I O 50.1 ''• I: VERTICALLY d HORIZONTALLY I I PROVIDE d INSTALL 14"GAP AND k I t;: I f r I PROVIDE d INSTALL X�'GAP AND I I CENTERED ON WALL.PROVIDE I E I T.O.WALL BASE PLATES AT ALL HSS ti I I TA.WALL BASE PLATES AT ALL H55 I I DOWELS INTO FT6.TO MATCH COLUMNS,TYP.BASE PLATES I C,OLUNAS,TYP.BASE PLATES I p [-O'-5►'4"l __ T.O.WALL :.; IO I [-0-51'4 J 5HALL BE SUBMITTED I^t/STEEL r ---� T.O.WALL Ili 12•THICK CONC.FT6. SHALL BE SUBMITTED W/STEEL F- - m 12•THICK GONG.FT6. I e BEAM : O N I 0 BEAM I SHOP DRAWINCfS I m _ REINF.W/fa4 BARS o Z I SHOP DRAI^NN65 I I POCKET lu REINF.W/#4 BARS 0 I I POCKET T.O.SLAB -- 12"O.G.E.W.,BOT. { :, ( TA.SLAB I I [-1,-61'4) I - 12'O.G.E W.,BOT. i .-q'-b' -c��4'7 I I % o I I .-a-b •• I I J p s t , • ( I I I • I I I SLAB DETAIL (per I I I [B.OF.MIN 3'-6' C [B.O.F.MIN 3'-b I I I I BELOW GRADE � >` �l I I I BELOW GRADE) J Z p I 1 SLAB DETAIL i 18'-09: i I I u, A I { 4'NORMAL.W.GONG. Ib-034 I I U b•WALL I b WALL �- LL 1 ( 50•I I I T.O.WALL SEE DETAIL I E Q 4'NORMAL WT.CONC. I I ,. I I { [I'i '7 POCKET i I Q p I % I ,1 I P I SEE DETAIL b -- TYP O -- Z �- Q T 1 ,, I PROVIDE CONT.ss4 6.STEPS W/ I - I PROVIDE ELEVATOR PIT 3 i I PROVIDE COW.#4 BAR p 1 ( I I BAR CENTERED AT ELEV TOR OPTION I •. �5'-0' FOR ELEVATOR OPTION I I T O.WALL I TOP OF WALL AND CENTERED AT TOP OF WALL Z Z N .W/ARCH. 50.1 I ; I 2-�• AND CONTINUOUS BEVELED 2x3 0 O 0 BEAM I GON7IN000S BEVELED I T.O.WALL SHEAR KEY AT WALL BASE I.L_ I POCKET Nit, I 2x3 SHEAR KEY AT s • _ 0 BEAM POCKET T.O.WALL I ( WALL BASE dJ O I , T.O.WALL I I N Q I I 6 BEAM I ;►-I I ®BEAM I I w U Q POCKET I I is .,Q I i �.) T p,yr/,LL I POCKET { O <n TD WALL b TA.WALL { I [-r-61'47 I I I r, •BEAM I .. I [-1'-N'4"] 1 •3' I I ®BEAM t--- l� a I Q I T.O.ELEV. Yt SO.I POCKET -- E� 3i1 PROVIDE(4)#4 VERT. I , PROVIDE#4x4b' I PROVIDE(4)�►4 VERT. r { POCKET 50.1 POCKET , ■ in DIA60NAL REBAR BARS AT PIER I PROVIDE u4x4b' " i �� PIT SLAB 51M [-I't�'4"J 1-1'-6141 51M [-I'-f�{'4•J m DIAGONAL R®AR BARS AT PIER [B.O.F.-10-10] 1 i - _---, I (B.O.F.-10-10] J { I ;l ELEV.-10'�' __ J L----- --------------------- AT RE-ENTRANT - ---- ----- -- - - -- - - SLAB CORNERS. , I ' n j SL 13 C- `+ --, I • 4 I I - - I S` ,;.....r SLAB CORNERS. I - p + - - ---------- I I r �- I f-------- ------- ----------� I r 11 ---- - 7FT61. ---[B.O.F.-11'-Io°] IINSTALL TA.WALL I'-0' I I I;' I 50.1 I PROVIDE 4 INSTALL I o BEAM I I I o gEAM I I I W/ELEVATOR I TA.WALL IBEAM POCKET AND P.T. I POCKET I STEPS W/ BEAM POCKET AND P.T. I •;; I POCKET I I I'-0•I I I e BEARING PLATE TO 1 I [-I,-61'a'] I I I'-0'I I ELEVATOR OPTION BEARING PLATE 70 I Q 5•, I.. { p FT6.STEPS W/ I [-1'-614 I I O x ' ACCOMMODATE BEAM. I I I I I 4 I .'. I ELEVATOR OPTION AGGOMhtoDATE BEAM. 1 I I I I PROTECT UNTREATED 1 f I ';; I I'-215' {t I °J ~ 1 U14 PROTECT LDIUNTREA�N6 I I f � I r-a�• f ; I 8'WAL I LUMBER W1TH BUILDING I I: ( 8'WALL FELT,TYP. I I I "' I O 1 ( I SLAB DETAIL FELT,TYP. I Y' I I I o I SLAB DETAIL I I I I I'-b•FT o f I So.I I I I ---�_ I I 1�-8• 0 o f I 5 I I0 ---- o f i 5 i I ---- '�' L LO 1 I 4'NORMAL WT.GONG. �- IM 50.) I I - --- I I 4 NORMAL WT.CONC. y� 50.1 I - --- SLAB-ON-GRADE. 5 4 SLAB-ON-6RADE. p�S 51M I I ° { � SEE DETAIL 10'WALL { i PROVIDE(4)s<4 VERT. I •:. I 502 ` DETAIL g I i 10 WALL i •;* I BAR5PROVIAT PIER VERT. 1 ( I'-IO'FT6. I I BARS AT PIER �: I I'-10'FT6. I �� tr I I T.O.SLAB I I N I T.O.SLAB �+ I i I = � LO ELEV.-1'-0'0 6ARA6_DOORS I I g I ELEV.-I'-0'0 GARAGE DOORS �+ I �:' �. 5 N I IN THE EVENT OF SEPARATE tL I I 50.1 { I IN THE EVENT OF SEPARATE I I I { POURS,PROVIDE d INSTALL 05 I r • I POURS,PROVIDE 4 INSTALL 05 I I :' I g - ;. I x 30•LONG voWt=Ls o l2•O.C. x 30 L.ON6 DOWELS 0 12 O.G. , I i {! i I I! ;�: I VERT.DRILLED d EPDXIED INTO VERT.DRILLED d EPDXIED INTO - I I O FDN W/b'EMBED. IN THE EVENT OF SEPARATE I I T FDN.W/b EMBED. IN THE EVENT OF SEPARATE I �: I T ;=::•.:;.:•:.•. ,, I I :• �� POURS,PROVIDE d INSTALL I I ;p POURS,PROVIDE d INSTALL d5 1 ;. 10'WALL 1 LL, `"rp Q i 10'WALL ILL' - x 30'LONG DOWELS 0 12"O.G. +. I ^I x 30'LONG DOWELS 0 12'O.G. I I I I O, rI I 3 tl) VERT.DRILLED 4 EPDXIED INTO ( 3 LD VERT.DRILLED d EPDXIED INTO { I1-10'FTC. I '' FDN.W/b'EMBED. I I 110 FT6. JAGEiLT `� ' S0.2 FON.W/b'EMBED. I I JAGENT 50.2 I o :..•, _ WALL UNIT I►,I ':`�. I T.O.WALL T.O.WAl1 T.O.WALL I I 0 I I m ATIOIN 4) :�,; i T.O.WALL 0 DOOR q TA.WALL i I I I ATION OI I [-O'-51'4'] ' ®DOOR e� mi I [-0-�41 [-r-b•] i I° � I .•' I •91 I [-r-b•] --- ----- -- ------ b �J ---- ----- - -- -----r ,. - I Im b J �,_ -------- - ------ - .; I g b I I J I I /-7 I . ... I - r' 50.1 ------- EO.1 8 -------- ---------- SIM 8 -------- --- SIM 50.1 I 50.1 tl b'3' tlb'-3' tl'-105° COORD.W/ARCHL t4'-4K" 14'-b' S'-b' tl'-IUS' COORD.W/ARCH'L 14'-*' i5 q C FOOTING SCHEDULE o 4 FOOTING FOOTING UNDATION PLAN-WALK OUT BASEMENT FOUNDATION PLAN-EGRE55 WINDOW ID TAG 51ZE REINFORCING o (DTALE A 2'�°x2'-b'xl2'THICK (4)04 E.W.50T. o :I/4"=1'-0" SCALE:1/4'=1'-O' F3 3'-0"x3'-O"xl2"THICK (4)#4 E.W.BOT. FOUNDATION PLAN NOTES I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' F 4'-O'x4'-O'xl2'THICK (5)05 E W.E10T. Q 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES, ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, o PIERS,FOOTIN66,SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, r 6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, t; AND ALL OTHER ITEMS SHALL BE FULLY CO �COORDINATED WITH TO CONSTRUCTION. 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE ALL 6E R TRA E-S' MECHANICAL,ARCHITECTURAL AND kt ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. a )2'THICK 65PRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. ` 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION t SPECIFICATIONS 4 r O N CAMERA-VNEILL CONSULTING ENGINEERS 40 INTERIOR GONGRETE Structural Engineering-Design SLAB ON GRADE H/bxb s PROVIDE d INSTALL SIMP50N P.T.POST, 217 Black Point Lane WI.4XWI.4 W W.F.SLAB AB"(OR ABU44 AT 4x4 SEE PLANS Camera/O'Neill Portsmouth,R102872 SHRINKA CONTROL JOINT CONCRETE SHALL BE P05T5)STANDOFF BASE d Co„s„g Engineers goLgB.zge; (PROVIDE SAW-UT JOINT O 3000 psl MIX W/NO f PROVIDE AND FASTEN TO CONCRETE PIER kV IN5TAIN GONG.SLAB AND FILL H/ ~ �- ADDED AIR ENTRAINMENT. BARS •CORNER 36° DIA.EPDXIED THREADED BARS TO MATCH HS.S.STEEL COLUMN OR AT H55.COLUMNS,PROVIDE AND INSTALL�'GAP ANCHOR ROD(5'EMBED.) pF NEW EPDXY AFTER SLAG CURES) >_- 51ZE AND SPACING PLATES AND BASE PLATES.GAP AND BASE PLATES to RUN HOR BARS OF HOR.WALL CONCRETE FILLED LALLY V. 36° COLUMN,SEE PLAN SHALL BE SUBMITTED WITH STEEL SHOP DRAWINGS. yt^i,��+ _ 10 MIL.POLY.VAPOR �x - x — LONG REINF.EF. AT LALLY COLUMNS,PROVIDE AND INSTALL ° RETARDER.LAP ED6E5 .' 15PRINGFIELD'GAP AND BASE PLATES. T' b"MIN •,.y, __. r .',.•, - 10 DIA CONCRETE 50NOTUBE •+• •• •' t'SHIM SPADE.GONfPLETELY PACK FASTEN GAP PLATES TO BEAMS W/(4)I/2°DIA LAG w •r ,,, 2 W oa c o o� SCREWS AND FASTEN TO CONCRETE FOOTINGS WITH(4) 0 Q - •. WITH N.S.GROUT TO ACHIEVE FULL ZW C� > 'DIA.EXPANSION ANCHORS.TYP. C �3 6'1 ? Q i--' --{;—' - -- BEARING ONCE COLUMN 15 SET IN PLACE G 01 c W U A' b"THICK COMPACTED _;I I-_�;1__1 11 1:- I_=1 i;-_'!-I—�I�_ •:'• •• s• r �. c m GRAVEL BASE LAYER =i;I..yl I I' 1- .; .. . L'�Lgs►ONP = o GONG.5LAB ON N• PROVIDE t INSTALL V = 5 m UNDISTURBED VIRGIN 501E T.O.SLAB EL. 6RADE,SEE PLANS z (3)#4 HOOKED PERMIT SET ,.z OR COMPACTED GRANULAR FILL E DOWELS a CONCRETE WALL INTERSECTION =EL. it x---x X ><—•>�.r—x -'x x ,x `P e m •. I.SAWGUT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. :. OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF SUPPORTING 1• •• - PROVIDE AND INSTALL OUTSIDE SAWGU'1'TIN6 EQUIPMENT. �: .; �t •. CORNER BARS TO MATCH 51ZE AND B f•.. .: � B.O.FOOTING 2.LOCATE SHRINKAGE CONTROL JOINTS A5 INDICATED ON SLAB PLAN,OR AT 5PACIN6 OF HOR.REINF. SEE PLAN FOR MAXIMUM SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING ° FOOTING SIZE AND SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTH v REINFORCEMENT CONCRETE SONOTUBE DETAIL,TYP. TO WIDTH RATIO. •t m SCALE:3/4'=1'-0" 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED • PLA5TIG STRIPS INSTEAD OF SAWGUTTIN6.SUBMIT CATALOG GUTS FOR APPROVAL PRIOR TO USING. •' 3 TYPICAL SECTION THRGUGH INTERIOR FOOTING G,O�,c�AB ON SCALE:3/4"=I'-O° 4.INSTALLATION OF ALL NON-STRUCTURAL CONCRETE SLAGS-ON-GRADE .>• GRADE,SEE PLAN CONT.#4 NOSING WN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH, 5TEP,�• TURN W W.F.� PROVIDE AND FACE OF PIT AGI-3bO AND AGI-302 •' INSTALL INSIDE 2'-b"MIN.LAP (2)#4 BENT BARS T.O.UPPER SLAB CORNER BAR5 TO AT BOT.OF FOOTINGEL OL MATCH SIZE AND x• •x.�� -.��r- -�-;;x v .. TYP.INTERIOR SLAB ON GRADE DETAIL '• SPACING OF HOR. - •�.• f t 24' :• Q v N I WALL REINF.E.F. STEP VARIES, •4 "S Z SCALE:NONE T.O.LOWER SLAB O ' .��• •� • :. SEE PLAN �•` •.�tr ., 12" .... (3'-0°MAX) #4"Z"BAR5 `x x.---:.•x,,—_x Y > ®12"O.G. I .,. w ` I L— •.- -MIN.LAP 2 � • 2 •°..•• ALL AREAS SHALL BE i� b' #4 SLAB BARS®12'O.G.EA. (TYPICAL) •• •', CONTINUOUS PROPERLY COMPACTED WAY®SLAB MID-DEPTH ly ` FOOTING AND PREPARED PRIOR TO O CONCRETE WALL CORNERS (2)#4 CONT.AT t CASTING NEW CONCRETE O s BOT.OF FOOTING �5ECTION THROUGH ELEVATOR PITb`MIN. (2)#5 CONT.AT LE:3/4'=1'-0' N TYP.REINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING 2 •�-'- SGALE:NONE DOOR JAMB BEYOND °APA RATED WALL HING O 2a TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS 0 12' 3`11 GE 5HEARNOTES. L 5CALE:5/4°=1'-0' COORDINATE SLAB EDGE O.G.0 6ARA6E DOOR .7CJ —J Q) DETAIL WITH ARGHL OPENINGS 24. 2xb WOOD STUDS®Ib"O.G. DRAWINGS UNLESS NOTED OTHERWISE. TRIPLE 2xb 51LL(P.T.ON BOT.)FASTENED Ij E CONT.#4 N051NG T.O.SLAB FASTEN PLYWOOD TO ALL TO CONCRETE WITH J"DIA.x 12"LONG Q 0 2xb WOOD STUDS®Ib"O.G.UNLESS 2xb l 'OD STUDS®Ib°O.G.UNLESS _I ,, L.5 5 PLATES WITH 8d NAILS 040 HOOKED ANCHOR BOLTS®46'O.G. AND "�- NOTED OTHERWISE IN PLANS OR NOTED OTF�RWISE IN PLANS OR • O.G.EA.PLATE,TYP. b (MIN)FROM BUILDING CORNERS,WALL � SHEARYJALL SCHEDULES. OTHE R ISE SCHEDULES. T.O.WALL ' ENDS,AND DOOR OPENINGS. Z Z GONG.SLAB ON DOUBLE 2xb d P.T.2x10 51LL FASTENED 2 6RADE,SEE PLANS PROVIDE AND INSTALL FELT BOND CL TO CONCRETE WITH 'DIA,x 12'LONG DOUBLE 2xb a P.T.2xIO 51LL FASTENED ;, T.O.WALL BREAKER WHERE SLAB 15 POURED w tii #4 GONTINUOU5 BAR® 8"WALL AGAINST FOOTIN6/WALL TYP. U HOOKED ANCHOR BOLTS®46'O.G. AND TO CONCRETE WITH I"DIA.x 12°LONG TOP OF WALL N Q b'(MIN)FROM BUILDING CORNERS,WALL J'T46 APA RATED HOOKED ANCHOR BOLTS®46`O.G. AND `T46 APA RATED T.O.SLAB LU N PLYWOOD SUBFLOOR b (MIN)FROM BUILDING CORNERS,WALL PLYWOOD SUBFLOOR GONTINUOU5 ;. " x�„�, - PLAN ENDS,AND DOOR OPENINGS. ENDS,AND DOOR OPENINGS. b TYP BEVELED 2x4 T.O.SUBFLOOR T.O.SUBFLOOR v •. 94E�KEY, #4 CONTINUOUS BAR GONG.SLAB ON TOP OF WALL GRADE,SEE PLANS T.O.WALL T.O.WALL - L ,`• 8"WALL O FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL PRE-ENGINEERED t .• ,! PLATES WITH bd NAILS 0 4' PLATES WITH 8d NAILS a 4' ,,.• FLOOR TRUSSES, B.O.FOOTING r li O.G.EA.PLATE,TYP. O.G.EA.PLATE,TYP. •• y SEE PLANSEL.SEE •••• b' BEVELED2 4 ` 2)#5 CONTINUOUS (2)#5 GONTINUOUS ( +'' (2)#4 CONTINUOUS TYP. .. ~, SHEAR KEY,TYP � ^` BARS®TOP OF WALL ••••- BARS®TOP OF WALL ' FOOTING SHALL BEAR ON , BARS®BOTTOM OF , VJ • PRE-ENGINEERED TOP CHORD NATURAL,UNDISTURBED FOOTING v �..� .. ,`•, SUB-GRADE OR PROPERLY � • SEAREE�NS FLOOR TRUSSES, •• \\-WNT.P.T.2xb LEDGER FASTENED COMPACTED GRAVEL FILL. cn •A. '••~. 4 •`••/• P.T.2X6 BLOCKING BETWEEN .,.. TO CONC.W/0.15-1"DIA.HILTI TYPE X-U POWDER ACTUATED FASTENERS B.O.FOOTING `• r• ••.. r^ Q TRU55E5 FASTENED TO GONG.W/ .. SECTION THRU GARAGE DOORS o v ®Ib'O.G.STAGGERED.CEILING 5EE PLAN •>. 0.1510 DIA.HILTI TYPE X-U POWDER •,' STRAPPING SHALL BE FASTENED SCALE:3/4"=1'-O' (2)#4 CONTINUOUS > ee� O ACTUATED FASTENERS,MIN.(2)PER .• TO LEDGER W/(2)bd NAILS FOOTING SHALL BEAR ON ° BARS 0 BOTTOM OF �1/ • BLOCK.CEILING STRAPPING SHALL NATURAL,UNDISTURBED 1_b FOOTING BE FASTENED TO BLOCKING W/bd ., 50-6RADE OR PROPERLY ^` 1 •. y NAILS 0 b'O.G. COMPACTED GRAVEL FILL. • }°APA RATED WALL 2xb WOOD STUDS 0 Ib°O.G.UNLE55 SHEATHING,SEE NOTED OTHERWISE IN PLANS OR TION THRU GARAGE WALL '�—` � LO 6ENERAL NOTES. SHEARWALL SCHEDULES. OELE ; DOUBLE 2xb SILL(P.T.ON BOT)FASTENED :3/4°=1'-O' , FASTEN PLYWOOD TO ALL " ° � W 10"WALL :•.•• 10"WALL '• PLATES WITH bd NAILS 0 4" TO CONCRETE WITH DIA.x 16 LONG 3b HOOKED ANCHOR BOLTS @ 46 O.G. AND o N 0 .0 . ', O.G.EA.PLATE,TYP. b"(MIN)FROM BUILDING CORNERS,WALL " � (D'— #4 SLAB DOWELS 0 12 242 ,J . ENDS,AND DOOR OPENINGS.4. O.G.®TERRACE o • T.O.STEM CONC.SLAB ON FOUNDATION E Z E P GRADE,SEE PLANS T.O.5LABJ0_ z dJ :t •. � e #5 CONTINUOUS HORIZ. '. B 1 BAR®TOP OF STEM T.O.SLAB b°STEM , '•'••.` r '� } .>< k TA.WALL t-Jh ••.,:• .• PROVIDE AND INSTALL FELT T.O.SHELF . VIDE AND INSTALL FELT .5 P 2 `r CONC.SLAB ON v PROVIDE AND INSTALL FELT '' 4° GRADE,SEE PLANS BOND BREAKER WHERE BOND BREAKER WHERE BOND BREAKER WHERE CONTINUOUS �•• SLAB 15 POURED AGAINST CONTINUOUS >•.", SLAB 15 POURED AGAINST SHELF SLAB 15 POURED AGAINST (1)#4 GONTINUOU5 ••,• b"WALL $ (� BEVEL I~D 2x4 FOOTING/WALL,TYP. BEVEL®2x4 FOOTIN6/WALL,TYP. - 10"WALL TII�/WALL,TYP. BARS 0 TOP OF WALL •: Q r— ~ CONTINUOUS SHEAR KEY,TYP. �: SHEAR KEY,TYP. ....'�:...•.:•:. #5 CONTINUOUS HORIZ. •• GONG.SLAB ON GONG.SLAB ON �.. o GRADE,SEE PLANS GRADE,SEE PLANS BAR®TOP OF SI�LF b TYP b' `� 6° '• ci SHEAR KEY,TYP. TYP. TYP. CONTINUOUS :•�. :: �;..• BEVELED 2x4 ' SHEAR KEY,TYP. b° •. 4 A • f'e•, _ - B.O.FOOTING f:•', B.O.FOOTING '• = B.O.FOOTING ::. ':•• •. J•, (2)#4 CONTINLIOU5 z PLAN I'-10° (2)#5 CONTINUOUS SEE PLAN 1'-10" (2)#5 CONTINUOUS ••'; +' FOOTING SHALL BEAR ON BARS®BOTTOM OF q SEE BARS 0 BOTTOM OF BARS®BOTTOM OF %} ;•, ••r • 0 `o NATURAL,UNDISTURBED 1-b FOOTING v FOOTING v FOOTING B.O.FOOTING •.• SUB-GRADE OR PROPERLY m FOOTING SHALL BEAR ON in FOOTING SHALL BEAR ON E PIAN •1'-10, (2)#5 CON IWOL6 COMPACTED GRAVEL FILL. o NATURAL,UND15TUR13ED NATURAL,UNDISTURBED oC BARS®BOTTOM OF o SUB-CHWE OR PROPERLY SUB-GRADE OR PROPERLY v FOOTING COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. CI THRU TERRACE FOUNDATION m (DIALE."3/4 0 y q SECTION THROUGH WALKOUT FOUNDATION c OMEE,ON THRU FOUNDATION-PERPENDICULAR FRAMING G)!ALE-N3T/4..=CTIO HRU FOUNDATION-PARALLEL FRAMINGSCALE.3/4„=1'-O°3/4"=It-.Oil 1'-0' a S O 1, A r 0 h CAMERA-O'NEILL im!llIl CONSULTING ENGINEERS Structural Engineering-Design u7 Black Point Lane cam"a/074aw Portsmouth,Rl02872 Consutt°p Engineer 40LS78.2983 51N6LE 2x4 SOLE PLATE,TYP. �Of NEw Y PROVIDE CONTINUOUS 2x4 i co �9 2x4 WOOD STUDS @ 16'O.G. 2x4 WOOD STUDS 0 16°O.G. °RIBBON"FASTENED TO EA. FLOOR TRUSS W/12d NAILS W z z W 0 a 5HEARWALL.SEE SHEARWALL PLANS a ....._N, w t„ ad 2� SHEARWALL.SEE SHEARWALL PLANS a E SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL / yy yyr 2 r„-= 0 o L? y. INFORMATION INFORMATION ---/ ��n 0,90167 �� o W V a- °''O OGpW o � `�SSVo14 f oo 0 j„QO C = 5 m sIN6LE A4E SOLE V t T.O.SUB-FLOOR PERMIT SET r,m PROVIDE CONTINUOUS 2x4T GOORD. ARCH. GOO •F TIN6 Q ^Z U 'RIBBON'FASTENED TO EA. 09 SUB-FLOO T5 n T46 YWOOD L DW65. QUI W/ FLOOR TRUSS W/12d NAILS PRE-ENGINEERED WOOD FLOOR TRU55E,SEE PLANS PRE-ENGINEERED WOOD FLOOR TRUS5,SEE PRf7VIDEY•�DIA.x b°LONG PLANS PROVIDE AND INSTALL TRIPLE 2x4 SIMPSON 505 SCREW FASTENED STUB P05T NOT 5HOWW BELOW ALL TNROl16H DOUBLE TOP PLATE AND DOUBLE 2x4 .IAMB AND POST LOCATIONS ABOVE. DOUBLE 2x4 TbP INTO PRE-ENGINEERED TRUSS S.G.NOTE: TOP PLATE,TYP. PLATE,TYP. BOTTOM CHORD 0 24"O.G. PRE-ENGINEERED WOOD FLOOR TRU55 BEARIN5 REQUIREMENT5 SHALL BE COORDINATED WITH TRU55 DE516NER 2x4 WOOD 5TUD5®16'O.G. 2X4 WOOD STUDS 0 16°O.G. SHEARWALL.SEE 5HEARWALL PLANS a SHEARWALL•SEE SHEARWALL PLANS a Z SCHEDULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL 0 INFORMATION INFORMATION N LU (D!AL'E-N3/4 CTO THRU FRAMING AT PARTY WALL '=I'-O" O 04 O_ J_ Q U LU in p 0 N -+— i-- Q 2x4 WOOD 5TUD5 0 16'O.G. 2x4 WOOD STUDS 0 16'O.G. Z 0 a SHEARWALL.SEE 514EARWALL PLANS 2x4 WOOD STUDS 0 I6°O.C. 5HEARWALL.SEE SHEARWALL PLANS a 50HEOUL.E FOR ADDITIONAL 2x4 WOOD STUDS®I6"D.G. 5HEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WOOD STUDS 0 16"O.G. O Z INFORMATION ITT" SHEARWALL.SEE 5HEARWALL PLANS a SCHEDULE FOR ADDITIONAL 2x4 WOOD STUD5 a 16'O.G. INFORMATION SHEARWALL.SEE 5HEARWALL PLANS a INFORMATION 5HEARk ALL•SEE 5HEARWAL.L PLANS a 50HEOULE FOR ADDITIONAL SCHEDULE FOR ADDITIONAL I I U � di INFORMATION SCHEDULE FOR ADDITIONAL P.T.2x4 SILL FASTENED TO CONCRETE INFORMATION w Q Q TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED I TRIPLE 2x4 SILL(P.T.ON BOTJ FASTENED TO CONCRETE WITH I'DIA,x 12"LONG 51NOLE 2x6 SOLE TO CONCRETE WITH I"DIA.x 12"LONG INFORMATION WITH I"DIA,x 12"LONG HOOKED ANCHOR 51N6LE 2xb 50LE p N p HOOKED ANCHOR BOLTS 0 4b"O.G. AND PLATE,TYR HOOKED ANCHOR BOLTS 0 48'O.G. AND BOLTS 0 48'O.G. AND 6"(MIN)FROM PLATE,TYP. PLYWOOD SUBFLOOR P 6"(MIN)FROM BUILDING CORNERS,WALL GOORD.FIRE RATIN6 °T3G APA RATED 6'(MIN)FROM BUILDING CORNERS,WALL BUILDING CORNERS,WALL ENDS,AND GOORD.FIRE RATING PLYWOOD APA RATED ENDS,AND DOOR OPENINGS. ` REQUIREMENTS W1 ENDS,AND DOOR OPENING DOOR OPENINGS.5. REQUIREMENTS W/ LYYWOOD SUBFLOOR PROVIDE AND INSTALL FELT BOND ARGH'L DWGS. ARGH'L DW05. T.O.5UBFLOOR BREAKER WHERE SLAB IS POURED E T.O.5UBFLOOR O S E PL S PROVIDE AND INSTALL FELT BOND BREAKER PI AN T.O.WALL T.O.WALL BREAK WHERE SLAB 15 POURED T.O.WALL AGAINST FOOTING/WALL,TYP. PE7NEL. SEE PLAN -0AGAINST FOOTING/WALL,TYP. P GONG.SLAB ON IRV EL. •4 T.O.SLAB GRADE, NJ T.O.SLAB SEE PLANS ., PRE-ENGINEERED � ` FLOOR TRUSSES, •u-.—'A ,�—�- .• x_..•x L. L.5 _ x _x f SEE PLANS W (2)%4 CONTINUOUSON • j• GONG.SLAB PLANS S T CONTINUOUS TRIPLE 2x4 SILL(P.T.ON BOT)FASTENED PRE ENGINEERED TOP CHORD (2)a5 CONTINUOUS BARS®TOP OF WALL GRADE,SEE PLANS BARS®TOP OF WALL '.•'• BEARING FLOOR TRUSSES, .'•: 4• 10'WALL .•. TO CONCRETE WITH IN DIA.x 12,LONG a -� SEE PLANS BARS®TOP OF WALL - AT STAIR OPENING, HOOKED ANCHOR BOLTS 0 48 O.G. AND r^ O P.T.2x4 SILL FASTENED TO CONCRETE •:•A. • - CONTINUOUSBEVELED 2X4 BAR PROVIDE(2EXTEND BARS ,•'. BENDS,AND DOOR OOPENIN65.CORNERS,WALL a v O WITH DIA.x 12 LONG HOOKED ANCHOR TYP. SHEAR KEY,TYP. CONT.P.T.2xb LEDGER FASTENED L.L Cn BOLT5®46,O.G. AND 61(MIN)FROM 24°BEYOND EDGE OF • OPENING ON EA.SIDE •:'•°.,� al TO GONG.W/0.151'DIA.HILTI TYPE BUILDING CORNERS,WALL ENDS,AND / . �.'` GS. v X-U POWDER ACTUATED FASTENERS W r DOOR OPENIN • •�.,, .• ®16"O.G.5TA66ERED.CEILING m '. '• �. Q :...; STRAPPING SHALL BE FASTENED Fcr� •°' � � ,' •.' TO LEDGER W/(2)8d NAILS - •, B.O.FOOTING �'• •. .:.° c LSEE PLAN C. (2)#4 CONTINUOUS •' W 4 FOOTING 5HALL BEAR ON BARS 6 BOTTOM OF ■. c N NATURAL,UNDISTURBED FOOTING ;•.• '- 10'WALL d SUB-GRADE OR PROPERLY 10,WALL COMPACTED GRAVEL FILL. 7 • TION THRU GARAGE AT PARTY WALL •, �_ (D5!!ALE. 3/4"=1'-O' • o ;, ,.•CONTIN)O ,.•, o •`' PROVIDE AND INSTALL FELT CONTINUOUS BEVELED 2x4 r BOND BREAKER WHERE BEVELED 2x4 `.+ PROVIDE AND INSTALL FELT o �--•• BOND BREAKER WHERE SLAB 15 POURED AGAINST SHEAR KEY,TYP. 5LAB 15 POURED A&AIN5T SHEAR KEY,TYP. .' ' FOOTIN6/YtAI L,TYP. w FOOTIN6/WALL,TYP. ° GONG.SLAB ON TYP. �--GONG.5LAB ON 6 •� 6RADE,SEE PLANS TYP.' • : GRADE,SEE PLANS . a r B.O.FOOTING C**4 B.O.FOOTING •' 8 EL. I I E' R 1'-10" (2)#5 CONTINUOUS SEE PLAN I 21-0" BARS®BOTTOM OF SEE PLAN BARS 0 BOTTOM OF Q 01 FOOTING v FOOTING g m FOOTING SHALL BEAR ON in FOOTING SHALL BEAR ON 4 NATURAL,UNDISTURBED NATURAL,UNDISTURBED 51B-6RADE OR PROPERLY SUB-GRADE OR PROPERLY ft - COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. C)!5E,r,TION,THR.=U FOUNDATION AT PARTY WALL !SECTION THRU FOUNDATION AT PARTY WALL AT GARAGEALE: /41'-O" CALE:3/4'=1'-O° 4 r a ti GCAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineering-Design u7 Black Point Lane Carneta�4YlNaill Portsmouth,Rl0287s Consulting Ergin•as 401.578.2983 *0GENERAL NOTES: CONCRETE NOTE5: STRUCTURAL LUMBER.EH&1EE02 LUMBER: �0 NEW Y 1.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION DIMENSIONS,ELEVATIONS,6RADE5,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 4.5%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR C2 � SHOWN ON STRUCTURAL DRAWINGS WITH EA5TiN6 FIELD CONDITIONS 5TRE55-6RADE LUMBER AND ITS FA5TENIN65'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. AND ALL CONSULTANT PRANIN66 AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LE55 THAN 3"P54 AT GEOTECHNICAL REPORT. 26 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REGIARED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: y w Z Z W E O• STUDS:CONSTRUCTION GRADE SPRUCE-PINE-FIR FG=1000 PSI,E=1,3001000 PSI, y, W au oc C co o!g 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COMPRES5IVE STRENGTH OF NOT LE55 THAN 4000 P51 AT 26 DAYS J015TS/RAFTER5/BEAMSe SPRUCE-PINE-FIR NO.2,FB=b'5 PSI,E=1,400,000 P51 �Zs I r=. m S U a THE ARCHITECT OF RECORD. PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E=1,400,000 P51 <` 09016� '� H Q g)•o (ENTRAINED AIR CONTENT BETWEB�4SAS AND 1`b). !} U m_ 3.ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUUGINHG ADMIXTURE. 3.ALL EXTERIOR WALL STUDS SHALL BE AT LEAST 2xb®I6'OL.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL `•�``C'SSHONP O p rW- r o p o GUT-OUTS,UNDERGROUND UTILITIES,PIER5,FOOTINGS,SLABS,AND STUDS ADJACENTCOLUMNS TO STEEL SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-{U POWDER DRIVEN - m ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDER5 SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TE5TiN6 LAB ON FASTED a 16'O.G. PERMIT SET U U Z o GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLAGEMiENf EXCEEDS 5 C1BIG YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO oc U TRADES'DRAWINGS PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE E 56 DAYS.A COPY E ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT-7 OF RECORD. 4.ALL i"ULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL NUMBER OF STUDS Q CODE INFORMATION AND DE516N LOADS(EXCEPT A5 NOTED): AT EACH END,UNLESS NOTED OTHERWISE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY GONlGRETE, 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(5 GOPIE5)SHALL BE SUBMITTED FOR APPROVA{.FOR EAUi TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 6'O.G.FROM BOTH SIDES STAGGERED 4'APART. CONCRETE USED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF b.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN66 SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL SENERAL NOTES-M-�'L�HOOD 5` E.00R LIVE LOADS, CONCRETE. 1.WOOD TRUSSES SHALL BE DESIGNED PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL, HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN 5•PUBLISHED BY THE TRUS5 PLATE INSTITUTE. PRIVATE ROOMS 4 CORRIDORS SERVING THEM:40 PSF b.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 URLE55 NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. PUBLIC ROOMS 4 CORRIDORS SERVING THEM;100 PSF 2.ALL ROOF TRU55ES AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER 4.C-I3�At.CONTRACTOR SHALL SUBMIT SHOP DRAWIN65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND 1.ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 51N1P50N UPLIFT ANCHOR AT EACH BEARING LOCATION. TRUSS N,fAWFAGTURfRS REQUIREMENTS. SNOW AND ROOF LOAD51FAGTORS: ENGINEERING REVIEW.SHOP PRAHIM95 SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE SIMP50H L5511 5KEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 MIN.ROOF LIVE LOAD:20 PSF SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, CA.RIDGE STRAPS(10 bD NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED W%TITUTiONV. 3 WOOD TRUSS FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP 6ROUND SNOW LOAD(Pc):30 PSF BENDS,DETAILS,ETC. DRAWINGS BEARING SEAL AND SIGNATURE OF THE DESIGN PROFE55510NAL ENGINEER,REGISTERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DC-516NED FOR THE FULL CAPACITY OF THE SUPPORTEDFLAT ROOF SNOW LOAD(PF):30 PSF OF NEt^I YORK.SHOP DRAWINGS SHALL BE REVIEhED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR Ms 1.0 10.ALL REINFORCING BAR SPLICES SHALL CONFORM TO REQUIREM4`TITS OF AGI 318,BUT IN NO CASE SHALL THEY 13E � SNOW EXPOSURE FACTOR(Ge):IA LESS THAN 2'-O'OR 48xDIA SUBMITTING TO ARCHITECT.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED TO=TRUSS LAYOUT PLAN;9.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRU55ES UNDER ALL PARTITIONS RUNNING TRUSS DETAIL SHEETS SHOWING CONFI60RATIO14,DItEN51ONS,LOADS,MEMBER SIZES AND 6RADE5,ME?-BER THERMAL FACTOR(Gt),ID 11.ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-1b5, =60 KSI PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN FLOOR ELEVATIONS THAT RUN PARALLEL TO FORCES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRU55 CONNECTION HAWSERS FOR P! FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS 6E FACTOR-5:FACTOS: PARTITIONS. FROST DEPTH:3'-6' 12.ALL HELPED WiRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY DESIGNER),ETC. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH PRESERVATIVE. ASSUMED 501L BEARING CAPACITY:SEE`FOUNDATION NOTES'IT 15 ASSUMED THAT HIRED T�� 4.TRUSS M16NER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE 501L5 SUPPORTING THHI5 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE 13.SEE ARCHITECTURAL DRAHIW 75 FOR TYPE AND LOCATION OF ALL FLOOR FIN15HE5,FLOOR DEPRESSIONS AND GUT II.EXTEiRIOR WALL SHEATHING SHALL BE MINIMUM 1552 APA STRUCTURAL I RATED SHEATHING.}'HSUBER'ZIP'SYSTEM 15 ETHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENT5),SIDEWALKS,AND OUTS PERMITTED,"ZIP-R'MULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DESIGN LOADS DUE TO WIND AND/OR PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMiENT,DIFFERENTIAL EARTHQUAKE,SNOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER GENERAL CONTRACTOR AND/OR NOT LE56 THAN b'O.G.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL ED6E5 MUST BE BLOCK®AND NAILED Z 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PLUMBING,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48'OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSSIN FIXTURE SHALL CAREFULLY OWN6t5 SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTEGHNlGAL ENGINEER TO AND LOCAL AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTIR)OU5 UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS DUE TO L.,MECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INGLUDIN6 BUT NOT LIMITED Q so TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO TO TUBS,SHOWER UNITS,WITH THE GG.,ARCHITECT,AND MECHANICAL DESIGN. > VERIFY THESE ASSUMPTIONS AND PROVIDE A GEOTECHNICAL ENOINFSRIN6 REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4'TONGUE 4 GROOVE APA STRUCTURAL I RATED SHEATHING,EXPOSURE I lNLE% ly PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'EUIL-DING GODS REQUIREMENTS FOR NOTED OTHERWISE.FASTEN SUB-FLOOR TO SUPPORTING FRAMING WITH INDUSTRY STANDARD 5UB•-FLOOR 5'DEAD� ' WIND FACTORS: ROOF TRII�{�TOP CHORD DEAD LOAD,10 P5F RISK CATEGORY:II REINFORCED CONCRETE'ACI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND bd NAILS®6'O,G. ROOF TRU95 BOTTOM CHORD DEAD LOAD:10 P5F BA51G WIND SPEED M:130 MPH AND A6I-3051306 GUIDES FOR HOT/COLD WEATHER CONCRETING. BA516 IN CATEGORY:B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM 'T46 APA STRUCTURAL I RATED SHEATHING. FLOOR TRU%TOP CHORD DEAD LOAD.IS,10 I6.G.G.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD.ALL CONCRETE THAT SHALL FLOOR TiR1U�y5 BOTTOM CHORD DEAD LOAD,l0 P5F O TOPOGRAPHIC FACTOR(Kzt):1.0 BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMIN6 SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED 6.TRUSS DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRU55E5 WHICH MEET A LIVE LOAD O ENGLG'SURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6.G.SHALL COORDINATE THE CONCRETE MIX DE516N(I.E.SELF SHEATHING. DEFLECTION CRITERIA OF LA&O AND ALL ROOF TRUSSES WHICH NET A TOTAL LOAD DEFLECTION CRITERIA OF N INTERNAL PRESSURE COEFF 6Cpl:tO.16(ENCLOSED BU:;6) CONSOLIDATING CONCRETE),REAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY THE LESSER OF!Y4*OR L/360 UNLESS SPECIFICALLY APPROVED OTHERWISE. SALIENT CORNER DISTANCE:6-0" CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR"HONEY-COMBING'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH bd NAIL5 NOT ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48'OF 1.WOOD TRUSTS ERECTOR SHALL BE RE5PON51BLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY Uj O COMPONEWT5 AND CLADDING:UNFAGTORED WIND),DADS P7.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-W RE ORK, PAR PL-ACEMIENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRAGIN6. ZONES 1,2 4 3 ROOF WIND PRE55URE5 DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION TRIG AREA ZONE I(FIELD) ZONE 2(EDGE) ZONE 3(CORNER) THHROUSHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBING'AND VOIDS iN CONCRETE 16.ROOF SHEATHING ON CURVED FRAMING MEMBERS SHALL BE THREE LAYERS OF As APA RATED PLYWOOD 8.TRUSS SPACING SHOWN IN STiRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.684ERAL Z � t` 10 SF 30.4 P5F 35b PSF 35b P5F FOUNDATION.TECHNIQUES,5UCH AS PRE-5TA61N6 CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STA66ERED BETWEEN SLCCE551VE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRU56 SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING 20 5F 28A PSF 34.0 P5F 34D P5F CONCRETE MIX DESIGNS TO PROMOTE COMPLETE 015TRIBJTIOK ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE 5UPPORTIN6 FRAMING WITH bd RINK-SHANK NAILS 0 12'O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 50 5F 2b AC .6 P5F 32.0 P5F 32.0 P5F CONTRTOR'S DISCRETION. STAGGERED BETWEEN NAILS FROM SUCtZ561VE LAYERS. 100 SF 252 CRR P5F 30.4 PSF 30.4 PSF N Ib.CONETE VOIDS AND EXCESSIVE"HONEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE 11.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL EDGES IN � ZONES 4 4 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD. PARGIN6,DRY-PACKINI6,AND ALL GIRGUM5TANCE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING POE-5 NOT PROVIDE SUBSTRATE FOR LU O TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UCH-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINU0115 PANEL E06E SUPPORT AND FASTENING. Z 4- 10 5F 33.0 P5F 40.1 P5F SIGNIFICANT VOIDS. W O 20 5F 31.15 P5F 38.0 PSF 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP z CD Z cn 50 SF 29.6 PSF 343 PSF STRUCTURAL STEEL NOTE5: DRAWINGS FOR ALL ENGINEERED LUMBER AND I-JOISTS.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED 100 SF 26.4 P5F 31.6 PSF I.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE A15C SPECIFICATIONS AND CODES, TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MIEMBER5,BEARING LENGTHS, 500 252 P5F 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING,AND SMASH BLOCKS. FOUNDATION NOTES: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(W1 SHALL BE ASTM A9g2 FY=50 K51.BASE PLATES, 14.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(L5U,AND PARALLEL STRAND LUMBER(P5U SHALL N Q ►CL w- GHANNELS,ANGLES,AND MISG.5TRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 K51.ALL SQUARE AND BE VERSA-LAM BY B015E CASCADE OR EQUAL. r� h I.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS(H%)SHALL BE A5TM A-500 GRADE B FY MINIMUM 46 K51. CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND P5L BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:F$=3100 PSI,FT=2150 P51,FG=150 3.ALL ANCHOR BOLTS AND THREADED RODS SHALL CONFORM TO THE REQUIREMENTS OF A5TM FI554 AND PSI FG=3000 PSI,FV= 285 PSI,E=20000000 P51 2.ALL SOIL SUPPORTED FOOTINGS SHALL BE FOUNDED UPON COMPACTED NATURAL A301. COMPACTED BANK RUN GRAVEL FILL WITH A BETAKING CAPACITY OF 21.P51..GODUMRNS/1''OST5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES,FB=2650 P51,FT=I650 P51,FG=150 511B6RADE OR SU LEAST OR PSF.GG 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 PSI FG=3000 P51,FV= 285 PSI,E=1,100,000 P51 L.. HIGH STRENGTH BOLTS UNLESS NOTED OTHERWISE. SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.0.SHALL BE 22.LVLS AND PSL'S SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL GONNEGTION5 FOR THE FULL RESPONSIBLE FOR GON5TRUGTIN6 THI5 BUILDING AND SURROUNDING 51TE/5UB6RAPE 5.ALL WELDING ELECTRODES SHALL BE EiOXX. LENGTH OF THE MEMBER. IN STRICT ACCORDANCE WITH THIS REQUIRETBNIT. b.ALL WELDING SHALL 13E DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AW5'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,NIEFTINkS THE REQUIREMENTS OF A5TM D-2559-16. 3.BEDROCK/LED6E SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED 6RAVEL, AND 6A5 WELDING IN BUILDING CONSTRUCTION,LATEST EDITION. 24.ALL SiMPSON CONNECTORS(HANGERS,STRAPS,UPLIFT GoNNEGTORS,POST GAPS,EGT)SHALL BE COATED WITH a 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOfLS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4"DIAMETER BOLTS OR WEiD5 DEVELOPIN6 A MINIMU M. Z-MAX CORROSION RESISTANLE OR APPROVED SUBSTITUTE. Y �.... OF IO EACH TYPE OF 501E TO BE COMPACTED. QOO POUNDS UNLESS NOTED OTHERWISE. q Z 25.ALL FASTENERS IN CONTACT WITH PRE55URE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN 95AS OF MAXIMUM DRY DENSITY PER 8.ALL FILLET W 105 SHALL BE A MINIMUM OF 1/4'UNLESS NOTED OTHERWISE. EN PRESERVATIVE TREATMENT USED. a ASTM DI551 IN LIFTS NOT TO EXCEED(0'LOOSE DEPTH. 9.ALL WELDS SHALL 13E'USUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER AND/OR THE � O b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPBDENT SOILS TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE a O TO VERIFY COMPACTION.A DOPY OF ALL TEST REPORTS SHALL 13E FILED WITH THE COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. a �■ LO 10.AN INDEPENDENT STEEL TESTING A6ENCY SHALL PERFORM ALL ULTRASONIC INSPECTION AND TESTING.THE ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAMS SHALL BE FASTENED TO RESIST UPLIFT LOADS WITH SIMPSON PC/EPC, • 1.BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS iN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A COPY OF ALL TEST REPORTS SHALL 13E FILED WITH THE ARCHITECT. POST GAPS AND 48'LONG(UN8_E55 OTHERWISE NOTED)SIMPSON 206A GOIL STRAPS.STRAPS SHALL BE a EXCEED 2 FEET MAXiN1UM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH 51DES OF POST.FASTEN STRAPS WITH i II.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND NOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. 8.SEE PLLh81%AND ELECTRICAL DRAWIN65 FOR UNDER FLOOR SYSTEMS AND SPECIAL 2b.ALL CEILING FRAMING,(INGLUDIN6 TRU55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE L.(� GRANULAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE CLEANED OF ALL RUST,L005E FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MiOVEMENTS.COORDINATE ALL CEILING � N MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIM G WI ER PAINT.REFER TO FRAMING, ARCHITECT OF RECORD. 9.NO FOOTINGS OR SLABS SHALL.BE POURED INTO OR AGAINST SUB6RADE CONTAINING ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. _ � • FREE ICE. 29.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER PROVIDE 4 INSTALL Z ^�' 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13.PROVIDE 4 INSTALL Is FULLY HELPED AND FITTED WEB STIFFENERS BOTH SIDE-5AT ALL BEARING 4 POINT COWINUOt6 2xb CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)m0 DEGKIN6 c C `�1 GRANULAR FiLL UNDER A 10 MIL.POLY VAPOR RETARDER.COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SCREWS.FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)Ibd TOE-NAILS AND SINGLE MIO DECKIN6 SCREW a r- 5U86RADE PREPARATION REQUIREMENTS WITH CIVIL AID/OR GEOTECHNICAL ENGIN43R5 THROUGH TOP OF RAFTER. OF RECORD 14.CUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES S SHALL BE SHOWN ON SHOP DiRANN65 FOR 5TRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TF466. E /11 HOLES OR CUTS IN STRUCTURAL STEEL.MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN VJ II.FORGES DIVE TO HYDROSTATIC PRESSURE HAVE NOT BEEN GON5IDERED IN THE THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER.FLOOR STUDS WITH bd NAILS H;t 6'O.G. DE516H OF THE FOUNDATION FOR THI5 STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERMISSION FROM THE STRUCTURAL ENGINEER OF RECORD. (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-ENGINEERED WOOD RIM TRU95 TOP CHORDS, GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNIGAL ENGINEER,CIVIL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS®b'O,G.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS A � • .6ENERAL CONTRACTOR SHALL SUBMIT SHOP PRANIN65 TO THE ARCHITECT OF RECLL ORD FOR ARCHITECTURAL PROFESSIONAL TO ENSURE HYDROSTATIC 6'O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER 15 ENGINEER OR OTHER QUALIFIED DESIGN m FORGES DO NOT EXIST, AND ENGINEERING REVIEW.SHOP DRAWINGS 5HA BE REVIEWED AND APPROVED BY THE GENERAL z FLOOR STUDS WITH bd NAILS•6 O.G.(3 NAIL R STUD).AL SOLE PLAT AND TOP PLATES SHALL BE NAILED WITH S PEUD.ALL CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWING SlBMITTAL SHALL DEPICT STEEL LAYOUT, ' �. 12.ALL DAMP-PROOFING,WATER-PROOFING,SiJBSURFAGE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,CUTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED bd NAILS B b"O.G. EXCEPTION:PLYWOOD PANEL SHALL BE FASTENED TO EVERY FULL HE16W KING STUD AND JACK o V) RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AND JACK) E z a O O C C V 5 y0 W C K Y :t �C a ki 0 ti G V z 3 a O C C a a 0 U r 0 ti G CAMERA-OWEILL CONSULTING ENGINEERS Structural Engineering-Design 117 Black Point Lane Camma/O'Neill PortsmoutKRloi87i nu -4< ColtkVEngin*ws 40LS78.2983 Of NEWCIO y V. F� PROVIDE SIMP50N LU5210 cc FACE MOUNT HANGER5 AT -o ALL DECK J015T5,TYP. � g�` J, IL Z Z W Cl� E .'� = Ncg� ms °u% W Uw,/rqA 72 F. 12 Ex AIR(f .2 0 V C tD `} ` U t 50•I PERMIT SET �Z o 09 U JOI ITS®Ib' CONTINUOUS P.T.2x12 N N PROVIDE d INSTALL ��xp'�xA LEDGER FASTENED tv c SIMPSON ABU44 STANDOFF THROUGH SHEATHING AMC) p INTO RIM JOIST/WALL a BASE d FASTEN TO STUDS W/(2)Y4 x 4 LONG. FASTEN FIRST WALL W/4e°DI EPDXIED ST +: � b STUD TO COW—FDN. THREADED ANCHOR ROODD(6* b SIMPSON SOWS 6 Ib'O.G. WALL W/HILTI TYPE X-U EMBEDJ 50.1 P0�ACTUATE PROVIDE d INSTALL PAIR OF 51MP50N FASTENERS AT Ib'O.G. DTT22 ION TIES 5T D -- =-- QP i PAIR OF SIMPSON DOUBLE ROW OF DTT2Z TENSION TIES III o� II ! I { FtA.L DEPTH�IN&LID DOUBLE ROW OF II �` PER TRU55 o j II RS PER TRU55 BLOCKING tl PROVIDE d INSTALL Xj° II PROVIDE d INSTALL)4' U W Alt >. LALLY COLUMNS,TYP. >lu LALLY GOLUh9r5,TYP. -� I ( Z O W I 4'L'gLLY ?xb e O 4•L SLY 2x _` w I ® nl I ® u 50.2 5 50.2 TRUSS DESIGNER NOTE: ;p 50.1 ° 50.1 O nil PRE-ENGINEERED GIRDER TRUSS OR p 111 PRE-EN6RJIERED GIRDER OR CN O 1155 COLUMNS, AT ALL H� .._4 AT ALL COLUMNS, OW POINT LOAD _ BELOH POINT LOAD N Z AOCO ATEAGE FATE FACE MOUNT HANGER _ _._ -�- �yDOUBLE Ib'L.VL. (FLUSH)DI TLYk DOUBLE Ib"L.V.L.BEAM L DIF ECTLY Q t._ U- a PROVIDE d INSTALL INDICATES,APRROX. L - PROVIDE d INSTALL ROW INDICATES APPROX. ftlefft U .Q DIRECTLY BELOW BELOW BEARING WALL O ° a) BLOCKING SUPPORTING POINT LOADS 4- HAN6,ER5 PER TRU55 HANGERS PER TRUSS Z O - Z BELOW POINT LOAD BELOW POINT LOAD U tl LU Ib'DEEP PRE-EN6INEERED -I I6"PEEP PRE-ENGINEERED -1 R1)55E5WOOD T ®I6'O.C.OG. Ib'L.V.L.LV I'L.Y.L.VBEAM WOOD TRUSSES®I6"O.G. 15D L.V.L.b .V U . . vi _ zo PRE-EN61NEERED 61RDER PRE-E3 61NEEREP 61RDER kV TR155 OR DOUBLE 16" b / TRUST OR OOU$LE Ib" O L.V.L.BEAM(FLUSH) Q Q m I-M.L.BEAM(FLLOW Q Q L PRE-ENGINEERED 61 TRUSS OR PRE-ENGINEERED 61 TRUSSOR - ------, O COORDINATE STAIR DOUBLE Ib"L.V.L. (F - COORDINATE STAIR DOUBLE Ib'L.V.L. (FLUSHU OPENING DIMENSIONS Wr b OPBdIN6 DIMENSIONS W/ � b ARGH'L DW65. ARCHL DWGS. r Ci W SIM*4 1 PROVIDE d INSTALL SIM PROVIDE d INSTALL BEAM POCKET AND P.T. 10 BEAM POCKET AND P.T. 10 BEARING PLATE TO i 50.1 BEARING PLATE TO ACCOMMODATE BEAM. l ...i.� PROTECT UNTREATED E BEAM. i PROTECT UNTREATED i ••i•� PROTECT UNTREATED LUMBER WITH BUILDING I ' ^ O LUMBER WITH BUILDING l FELT,R l V 1� FELT,TYP. It O 1 --J L------- '---___J z • Fc 50.2 50.1 502 50.1 U w LO 51M 51M � ^^,,. 5 5 z W � SO.I 50.1 N z z a .� a o (� _--_--_----_----___--__ _--------_--__--_- :r _ ----------------------- ------..___________ f; M 8C 8 0 lf- 50.1 50.1 50.1 0 SIM �'1 51M w 0 0 0 i B FIR5T FLOOR FRAMING-WALK OUT 6A5EM)=NT A FIRST FLOOR FRAMING-E61RE55 WINDOW 5GALE:1/4"=1'-O" SCALE:IM=1'-On a o • PLAN NOT>_5: PLAN NOTES CONT., 9 I. *J-#K JACK AMC)KIN&STUDS SHALL BE SAME DIMEN51ONIAL 5TUD LUMBER AS ADJACENT STUDS.(I.e.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S j FULL-HE16 4T KING 5TUD5 WITH 2 JACK 5TUD5 5UPPORTIN&THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. m 10.ALL MULT1-PLY WOOD AND/OR ENGINEERED WEMBER5 SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURER'S 2 1U612 2. -INDICATES SIMP50N STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDIN6 CODE. y SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. II. REFER TO GENERAL.NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)V THICK*SPRINGFIELD"GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED A5 A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, g 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 OPENIN65 SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR.ANY SUBSTANTIAL C+"6E IN FRAMING END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. t-T /LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRE-59JRE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTIN65,SLABS,AND ALL 4 b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL RILL-HEIGHT COLUMNS WHICH PA56 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWING5 PRIOR TO GON5TRUGTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKE5,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUT5,AND ALL OTHER APPLIED e. ALL PLATFORM FRAMED POSTS,WALL5,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AHD EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE p CRIPPLE STUDS,"SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design u7 Black Point Lane 4< Caewa/O'NeIN Portsmouth RI o287s Con°uitingEngkwm 401.578.2983 of:NEW V. s� 9 cc n W zzUA ELU 458 <<, 09010 �� p W U Q w P�' Op� 0 o po PERMIT SET ^Z 0 U Q L PRE-EN61NEE2ED ROOF TRU55,SEE PLAN5 }'APA RATED WALL%jEATHIN6,SEE GOORD.W/ GENERAL NOTES. L ADJACENT SINGLE 2xb SOLE PLATE UNIT 7 UPPER ROOF TRUSS`SHALL / BEAR ON LOW ROOF TRU% 2xb WOOD STUDS 0 16'O.G. T46 PLYWOOD Z SUB-FLOOR. Q I > W PROVIDE AND INSTALL TRIPLE 2xb STUB P05T/5QUASH BLOCK MOT SHOW BELOW ALL JAMB AND POST LOCATIONS ABOVE. 2xb 016'O.G.BEARING WALL 0(5HOWN SHADED) PRE-EN61NEERED WOOD O DOUBLE 2xb TOP FLOOR TRUSSES,SEE PLATE,TYR PLANS PR TRUSSRU%,NEE _ T ,SEE O PROVIDE 2x VIA&. r-- BRACING 0 46"O.G. C PROVIDE BLOCKING BET)-EEN J FLOOR TRUSSES TO PROVIDE Q Q SUBSTRATE FOR FLOOR SHEATHING FASTENING SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING b /`N� V)------ SGALE:3/4'=I'-O" _ __- O j PRE-ENGINEERED FLOOR a- di TFW%,SEE PLANS U V) Q Q 2x6 Olb'O.G. 2xb alb'OC.BEARING WALL p N p BEARING/SFEARWALL 2xb 016'O.G.BEARING WALL OtALE-7/2,11_011 NGEAL SECTION APA RATED WALL 5HE:ATHIN6,SEE 61^l.B.,COORD.W/ L GENERAL NOTES. ARCHL O SINGLE 2xb SOLE PLATE 2xb WOOD STUDS 0 16'D.G. Tt6 PLYWOOD 1 I I ~ PROVIDE CONTINUOUS 2x4'RIBBON' SUB-FLOOR ° FASTENED TO EA.FLOOR TRU56 W/ i! 1 \ a 12d NAIL5 i \� 0 0 L.- LO u- PROVIDE AND INSTALL TRIPLE 2x6 STUB F 470 0 100 �5 P05T/50UA5H BLOCK MOT SHOWN) 2x BLOCKING AND TpVS5 N BELOW ALL JAMB AND P05T LOCATIONS CONNECTION HARDWARE PER JOIST ^` ABOVE. _ DESIGNER W }"APA RATED WALL z O t-` PRE-ENGINEERED WOOD 2xb STUDS - �� ' FLOOR TRUSSES,SEE }'APA RATED WALL _ NOS' RAL w LO DOUBLE 2xb TOP PLANS SHEATHING,SEE GENERAL ti N PLATE,TYR NOTES. A• V 2x BLOCKING AND TR% c C: N CONNECTION HARDWARE PER JOIST '..� SINGLE 2x6 NEERED ROOF 5 J PRE-EN61NE ERED SOLE PLATE ,SEE PLANS 7 WOOD TRU55, PROVIDE t INSTALL ? L SECTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING 51�PLANS 'Tt6 APA RATED HANGERS PER,TYP. ° •- 3 PLYWOOD SUBFLOOR DESIGNER,TYP. SCALE:3/4"=I'-O" PRE-ENGINEERED "Tt6 PLYWOOD PROVIDE t WOOD Tlzft, TRU55 DESIGNER NOTE: 4 ROOF SHEATHING INSTALL UPLIFT SEE PLANS ° N PROVIDE SEAT TO ANCHORAGE PER ACCOMMODATE LEDGER. 'APA RATED Tt6 PLYWOOD TW155 DE516NE SHEATHING LAP SHEATHING PROVIDE AND INSTALL UPLIFT E: co � `M t1'-11%*MINIMUM ANGi0RA&E PER TRU55 , DE516N6R 015 O I-O MAX GONTINUOU5 2x6 LEDGER 0 HEEL OF PRE-ENGINEERED FLOOR PROVIDE t INSTALL UPLIFT w MONO-SLOPE TRUSSES FASTENED THROUGH TRUSSES,SEE PLANS L.V.L.BEAM,SEE PLANS ANCHORAGE PER TRU55 E __ ' SHEATHING AND INTO TRUSS MEht$ER5 WITH(2) DES16NER o 5 PROVIDESEAT O REFER RUSS #'x3M2'5IMP50N SDS SCREWS 0 Ib'O.G. FASTEN PLYWOOD TO cD, i E LEDGER. RER TO T DESIGNER'S REGUIRD-{ENTS L.V.L.BEAM W/(2) CONTINUOUS 2x10 LEDGER 6 HEEL OF AGGOM o 2x LADDER FRAMED RAKE FOR TR%FA5TENIN65 TO LEDGER AND WALL. ROWS OF 8d NAILS MONO-SLOPE TR F-6ES FASTENED THROUGH a a 4'O.G. SHEATHING AND INTO WALL STUE75 WITH(3)#"xb' SIMP50N SD5 SCR13.6 a 160 O.G. PRE-ENGINEERED { }' REFER TO TRUSS DESIGNERS REQUIREMENTS FOR APA STRUCTURAL I RATED WOOD ROOF TED T EXTERIOR PLYWOOD SHEATHING. RU55 FASTENINGS TO LEDGER AND WALL. SHEATHING SHALL EXTEND TO r • PRE-EN6INEERE D TOP OF GABLE ENDTRU55 I,N1000 GABLE THROUGH LOW ROOF ° SECTION AT SHED DORMER END ROOF TRU55 (D'�j5EO�TION LE:3/4"=1'-O" 2 SCALE:3/4'=1'-0" SEE ARCH.FOR EXTERIOR I? FINISHES,TYP. n ck ° e D-ZA KE LADDER FRAME DETAIL AT TRUSSES LE:3/4"=1'-O° a 4 G c 0 N CAMERA•O'NEILL CONSULTING ENGINEERS Stnxtural Engineering-Design u7 Black Point Lane camma,O'Nelln Portsmouth,Ill 02872 Carnultirp Erpirwm 401-578.2983 PROVIDE AND INSTALL 48°LON5,20 6A SIMPSON COIL STRAP FROM ONE SIDE OF BEAM,`. PLAN POST,UP AND OVER THE TOP OF THE BEAM, o ��V.Ew L. AND DOWN THE OTHER SIDE.FILL ALL �Q� V. 9¢ AVAILABLE NAIL HOLES WITH IOd NAILS. CO F9 BOTTOM OF POST SIM,SEE GENERAL NOTES r SIMPSON PG OR EPG P05T GAP, C'jw W Z°C c o`$ O u P ALL PORCH BEAMS SHALL BE SEE -NOTES tPC� '`,a90yg'! P�� Ln G W P.T.P05T �' g t 0— ALL PORCH BEAMS SHALL BE SEE PLANS FASTENED TO POSTS TO m FASTENED FLIFT IT POSTS TO MPSON CABLE ENV BIRAe,016 RESIST UPLIFT WITH SIMPSON &ABLE END BRAGIN6 ��-S, u u RESIST STRAPSII�DETAIL CEILING/BOTTOM CHORD OF TRUSS V ^z o COIL STRAPS,SEE DETAIL CEILING/BOTTOM CHORD OF TRV% PERMIT SET PROVIDE SIMP50N H25A SHALL BE FASTENED TO EFFECTIVELYEFFECTIVELY Q U BRAGS GABLE END WALLS. PROVIDE SIMPSON H25A SHALL BE FASTENED TO EFFECTI Y oc .o .p UPLIFT ANCHORS AT EA. .o TYPICAL DECK/PORCH BEAM STRAP DETAIL p'd-o UPLIFT ANCHORS AT EA. 10.p o BRACE GABLE END WALLS. END OF ALL ROOF JOISTS, I '' END OF ALL ROOF JOISTS, TYP. �x g'�x SCALE:3/4"=1'-O' g� g�p NTI TRIPLE 2x10 BEAM(1JROPP®) x A TYR CONTI TRIPLE 2x10 BEAM(DROPPED) _ _ r -�__ __ __ __ __ -__ _= TINUOU5 2x10 LEDGER FASTENED PROVIDE SIMPSON LU5210 NTINUOU5 2x10 LEDGER FASTENED PROVIDE SIMPSON LUS21 THROUGH SHEATHING AND INTO WALL -- -- -- -- -- -- -- FACE MOUNT HANGERS AT FACE MOUNT HANGERS AT _ __ __ __ __ Tom+SHEATHING AND INTO WALL 10 15 Ole STUDS W/Y4x414'S1MP50N SD5 SCREWS A 10 15 0 STUDS W/Y4 x4V SIMP50H SD5 SCREWS ALL ROOF JOISTS,TYP. O. (8` N. I ING) O I6'D.G.STA66ERED ALL ROOF JOISTS,11'P. O (8` N. I INV n� O 16'O.G.STA668ZM PROVIDE 8 IN5TALL tL r PROVIDE 3 IN5TALL PAIR OF SIMPSONPAIR OF SIMP50H OTT2Z TENSION TIES _ ——— ———li�——_— DTT2Z TENSION TIES 'RIP[nx-— TIM�c8 -- 1W11ICE— T�f2 P — HEADER HEADER HEADER � HEADER HEADER HEADER PRE-ENGINEERED ROOF GIRDER ICI p� TRU55 BOTTOM CHORD PRE-EN61NEl�2ED ROOF GIRDER I I DOUBLE ROW OF DTT2Z TENSION TIES O tv DOUBLE ROW OF DTT2Z TENSION TIES TRUSS BOTTOM CHORD \ ADJACENT BLOCKING BLOCKING UNIT ADJAGENT� UNIT 0 -4 2 O N 2 PLUMBING LINE LOCATION, 2 PLUMBING LINE LOCATION, IIILu 502 6i w 50.2 � PROVIDE d INSTALL PROVIDE 4 INSTALL O q DESIGNER T'fP. >k ql \ DESIGNER,TYP. �I ql Z C PRE-ENGINEERED PRE-ENGINEERED N =461RDER TRUSS OR QUAD 61ROM TRU55 OR QUAD _F ry O Yo MAIT'cN�PROFILE • Q ++p � TAPER SEAM END AS REOV LL • 2x4 016'O.G.BEARING ,h �1 MATCH REMAININIS � � t` 2x4 Gib*O.G.BEARING 'b�.J.- (MIN.DEPTH REMAINING=b) 2x I(5HIO.C.SHADED) v O C WALL(SHOWN 5HADED) v - U TH15 WALL 15 THE PARTY I n ° 2x4 OI6'O.C.BEARIN6 0 THIS WALLLL 15 BETNEEN S ry W `fl 2x4 OI6'O.G.BSA=) Cli0 0 O E WALL BETt^E1 N UNITSraw_ ILL _ ffi ICI - - I{ O Z v) ✓SPAN I ERED NOR TRUSS OR '-4 � 1- 2-SPAN INEERED GIRDER OR �� r' II V DOUBLE!Hb15"L.V.L.BEAM(FLUSH) ? -4 I�y1 11.615'L.V.L.BEAM ? -4 lii TAPER BEAM iill 12'DEEP AN PRE INEfRED GIRDER TRL155 OR \�-� + TAPER BEAM Ipl U W Q ~ 2 AN PRE-EN6lNl GIRDER TRU55 OR �t\?�S END AS REQ'D ICI 2 -EN6 SR�� E1�AS REQb N f� I DOUBLE IIb15"L.V.L.BEAM(R.USH) P� 11M0 TO MATCH ROOF PRE-ENGINEERED U410DOUBLE IIb15'L.V.L.BEAM(FLUSHU f i TO MATCH ROOF W U Q PROFILEDEPTH Iql HOO®Ib MISSES - _ PROFI DEPTH N f FASTEN FIRST J015T THROUGH - I�I FASTEN FIRST J015T THROUGH OR ° a Idl ► OR dl REMAINING=61) (�I 5HEATHIN&AND INTO WALL _-ENSH _W REMAINING=b) SHEATHING AND INTO WALL 6 TRU55 -4 C PRE-ENGINEERED + PRE-E ERED=> r� cSM SCREWS AT lb*O.C.STUDS/RIM N/4'x4V IMP50N STUDS/RIM w/Y,x4�'SIMPSON ? GIRDERR TRU55 '� PRE-ENGINEERED 1_i-_i! ? 6{RDER TRl1�y5 OR QUAD 5D5 SCREWS AT Ib'O.G. _ GIRDER TW1�{OR QUADL ---` T �_-•�3- j IIb15'L.VL.BEAM(FLIISHU O T 'j II.& L.VL.BEAM(FLUSH) P P T 4X p 4k4 _ <(o 16 TAPERED 2xto ROOF JOISTS O Ib" Z� N III TAPERED 2x10 ROOF JOISTS O 16" IQ III O.C.(8•iMIN DEPTH REMAINING) O.G.(8"MIN.DEPTH REMAINING) AS REQUIRED TO s• W As REQUIRED To g _ z � _ _ - W g �-- z lu x Li {II III GONTINUOU5 2x10 LED6ER FASTENED + • {li TINUOU5 2x10 LEDGER FASTENED o TRL55 DESIONER NO �J� {il THROUGH SHEATHING AID INTO WALL INDICATESAPPR x III K THROUGH SHEATHING AND INTO WALL INDICATES X \-2K \ STUDS O.C. T4)'�'EREV N 5D5 SCREWS V 0 1 ADJACENT � � STUDS 1'41 Y4 x4)4'SIMPSON 5D5 SCREWS ADJACENT� � O I6' .G.STAGGERED O UNIT 7 COORD.W/ARGHJ6.C. O 16`O.G.STAGGERED UNIT GOORD.W/ARCHJ&.G. E \ PRE INEERED ROOF 61 AT 4X4 PRE SNEERED ROOF 61RDER\ p aST \�Qy _TRUSS BOTTOM CHORD ��QOh �T CAD �'� � Q 2 FASTEN FIRST JOIST THROUGH FASTEN FIRST JOIST THROUGH 2 SHEATHING AND INTO WALL 2 S ?�G AND INTO WALL STUDS/RIM W/Y4 x4vi'SIMPSON STUDS/TU[?5/RIM W/Y4'x414'SIMPSON SD r� ^� LO 50.2 5 SCREWS AT I6'O.G. �� SDS SCREWS AT I6°O.G. � 1..G.. ^' 2xb 0I6'O.G.BEARING 2xb OIb°O.G.BEARING U n,� ` _ W r--- Z � O Iql ICI If�l ql _ o cn INI o � TRIPLE HVOM ------ TRIPLE 415- ------ 1111 k— IDIN K ! Ili ,� C'7 IRI �— TRIPLE 20 eVER TRIPLE 20 HEADER TRIPLE 20 _ TRI&E HEAD 3 3 0 SI.I 51.1 ` w (D�ZD FLOOR FRAMING-WITH ELEVATOR SECOND FLOOR FRAMING-WITHOUT ELEVATOR =I/4'=1'-O• B SCALE:I/4"=1'-0' P PLAN NOTES✓ PLAN NOTES CONT.r I. #J-#K JACK AND KING STUDS SHALL BE SAME DIMENSIONAL 5TUD LUMBER AS ADJACENT STUDS.(14.2J-2K MEANS 2 9. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS FULL-HE1644T KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. o "2 10.ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH MANUFACTURERS 2. -INDICATES SIMPSON 5TRON6-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMPSON HAN6ER5 REQUIREMENTS AND PREVAILING STATE BUILDIN6 CODE. 17 SHALL BE INSTALLED PER MANUFACTURER5 SPECIFICATIONS WITH THE MAXIMUM FASTENER 512E AND OUANTITY. II. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)�'THICK°SPRINGFIELD°GAP 'a AND BASE PLATES AT ALL LALLY COLUMNS. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CL05ELY COORDINATED WITH THE ARCHITECTURAL AND 5TR4TURAL 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 5IJ85TANTIAL CHANGE IN FRAMING ° END BY A SINGLE JACK STUD&AN61D TO A DOUBLE KING STUD. METHOD/LAYOUT SHALL 13E REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL t b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN695 PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-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 EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE CRIPPLE STUDS,"50UA5H BLOCKS',AND/OR FULL-DEPTH 50LID BLOGKIN&. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 117 Black Point Lane L.A_DIXR FRAMED RAK_E5 NOTE Gaolers/O'Neill PortsffwvtN Rl o287i LADDER FRAMED RAKE-5 ARE NOT SHOWN ConwtingEnon"m 40LS78.2983 FOR CLARITY.REFER TO DETAILS 461.1 FOR ADDITIONAL INFORMATION TRUSS M16 ER NOTE �pF NEW Y V. TRU55 DESIGNER 15 RESPON5151 E FOR 03 SPECIFYING ALL CONNECTION AND 9 UPLIFT HARDWARE.TRU55E5 SHALL BE a DESIGNED TO MEET ALL BEARING ul z z to at o E REQUIREMENTS.APPROACHES TO CIO �. 4v aua 0 CO v ACHIEVE REQUIRED SEARING IN I'mCLUDE, - i o o BUT ARE NOT LIMITED TO,BEARIN9 C� 09016, ��'' G uHi V � °'•o ENGHANGERS,ADDITIONAL TRU55 PLIES,DIFFERENT MATERIALS,ETC 2�'*: SS%01P� O0 °-E Q SEE GENERAL NOTES FOR ADDITIONAL ~� — m REQUIREMENTS/INFORMATION PERMIT SET V Z U a TRUSS BLOCKING PROVIDE AND INSTALL SOLID GABLE END BRACING SLOCKIN&EA.51DE OF ALL RIDGES, &ABLE END 15RAGIN6 CEILING/BOTTOM CHORD OF TRU95 VALLEYS d HIPS AND AT ALL EAVES GEILIN6/BOTTOM CHORD OF TRU% SHALL BE FASTENED TO EFFECTIVELY TO SUPPORT AND FASTEN SHEATHING SHALL BE FASTENED TO EFFECTIVELY BRACE&ABLE END WALL5. PANEL EDGES.SEE 6ENERAL NOTES BRAGE GABLE END WALL5. h FIRST RAFTER/FIRST TRU55 fTPL hTPL3TPL2xb FASTEN FIRST RAFTER/TRUS5 THROUGH 1: x H£AD� 5HEATHIN6 INTO WALL 5TI1D5/TW155 - }FADE MEMBERS W/Y4 x4V8,51MP50N 5DW ——— -• — ——- - SCREWS AT Ib"OL.STAGGERED — —— NNLE55 OTHERWISE NO PRE-ENGINEERED WOOD PRE-ENGINEERED WOOD 61RDER TRUSS ------------------------- GIRDER TRUSS o G 2 2 w � / x i L ADJACENT " li]li L ADJACENT II UNIT 7 UNIT 7 TRUSS 0 f ' /iE; B KING, ' ''� �BL 0 SEE NOTE i CV TRU55� " ICI' / /K N4XKINe,� II II / Z O BLOCKING, SEE NOTE INI N SEE NOTE N O � W mi u- E -o -o III � N 4- TRUSS BLouc1NG Igll �i W I��` J 0 tY Z cai SEE NOTE If feA.. I CL_ i2 6i GOORD.ELEVATOR `'� U J ti.i OVERRUN W/ELEVATOR OF- W V Q T_r__ 7_!_ __r_r.-T.- I--—'^t r I H t W i I , - 0 I GONT11111,1105 2xIO L GER OF GONTI 2x10F IDF 5 WiTH C3) MONO-Sl. �}fROU6FI MONO-SL F THROU69H 5 WITH C3) #'xb'$1 N SDS O I°O.G. #'xb'S1 5DO 1'O.G. REFER T TRUSS I 'S {REMEJTS REFER T TRU55 'S IREMENTS FOR 6 FASTEN TO L R AND FOR TW 5 FASTEN To LM 7ER AND Z c a IqfrII 0 GOORD.ATTIC PRE-EN6IN�RED WOOD GDORp.ATTIC � PRE-ENGINEERED WOOD ` QdRDER.TRU550 ACCESS DIMENSION5 ACCESS DIMENSIONSLID �� W/ARCH'L DWGS. ----Hom -_ ---- -_ W/ARCH L DW65. 0 1 PRE-EN61 61RDM TRU55 PRE-ENBI GIRDER TRUSS 1 N �— L ADJACENT xb Ltu&LK TO PROVIDE'TE FOR SHEATHING I L ADJACENT SUBSTRATE FOR SHEATHING I U /^��`• UNIT 7 - F TENING.FASTEN TO TRUSS TOP TRH DER NOTE: V 51.1 UNIT 7 F TE IN6.FASTEN TO TRU55 TOP TRUE75 DE516NER NOTE: �? 51.1 W SCREWS O Ib°D.G.STAGGERED TRU55E5 SHALL INCLUDE n C SCREI145 0 Ib'OL.5TA66ERED TRUSSES SHALL INCLUDE NE ®'ivr N CHIMY WALL GEOMETRY HIMNEY WALL GEOMETRY tY Z PRE-ENr7i 5PECIAL u,TRUE-75 REP SPEC-! n r PRE IAL IMNEY' -E I I IMNEY' 5 I o V) Qq A LIM F Q LiEAf2F= a :1=161m � o O M ' PRE-B�l6INEERED PRE�N6INEERED -ENr7lNE IRED li 405LOP I I KIP TRUSS EN61 HIP TRU55 P TRIPLE 2x8 HEADER D O 4'O.G. TRIPLE 2x8 HEADER O 4'O.G.ARCHITEC Al o 0 ARCHITECTURAL 4 EMBELL15HMENTS BY OTHERS. EMBELLISHMENTS BY OTHERS. COORDINATE WITH COORDINATE WITH TRU55 ARCHITECTURAL DRAWINGS CONTIR)Ot6 2x8 LEDGER O HEEL OF TRl1f ARCHITECTURAL DRAWIN65 CONTINUOUS 2xb LEDGER O HEEL OF IRIS r E!•�zL�NOTE: BLOCKING, MONO-SLOPE TRUSSES FASTENED TRUSS DESK2t�R NOTE: BLOCKING, a MONO-SLOPE TRUSSES FASTENED PROVIDE SEAT AT 3 PROVIDE SEAT AT c NOTE 3 0 SEE NOTE THROUGH 5HEATHING AND INTO WALL a THROUGH SHEATHING AND INTO WALL TRU55 HEELS TO TRU55 HEELS TO 51.1 STUDS WITH(2)#"x5�'SIMPSON SDS 51.1 STUDS WITH(2)#'x'.,i�'S1MP50N 5D5 ACCOMMODATE ACCOMMODATE 5CREW5 O 16'O.C. LED6ER. 5GREW5®Ib'O.G. LEDGER. REQUIREMENT EFORO RIR1 5 ASTEN N&55 REFER TO TRU55 DESIGNERS REQUIREMENTS FOR TRU55 FASTENINGS k TO LEDGER AND WALL. TO LEDGER AND WALL. A ROOF FRAMING-WITH ELEVATOR B ROOF FRAMING-WITHOUT ELEVATOR SCALE:1/4"=I'-O" SCALE:1/4'=1' (y) -O" a w a t. °z n z a Q C C V a V tD C C ti CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design ss7 Black Poem Lane -A< CAmwa/WNWH Plxtsm0^Ftlo2B7i ConsulUny Engirwom 4OLS78.2983 OF NE1VCo Y F� q cc W Z Z LU E Rt r••r --� = W('0: C a0 O 0 458 1 i NCO 09016� �`�� o us U e::!j G! II •!I Ir G tl; i I ---i i ��,c N�� ccLU o f p o o c v I I U = m , i PERMIT SET Z I a u it ! 1 7^I 1 AT WALKOUT BASEMENT OPTION,PROVIDE 15TI' OF'H2"HOLVOW%ATSTRAP HOLOOK45 IN LIEU I I FIRST FLOOR FRAMING , Tau au `aZT.� ..� —. �' _ �— _—_-_.. _--- H SIN 77, RIM fill ' � il 1 1 : j ; i it i i i!•' i I ! ;!i! I I I 1!1� 0 II ' LU L.� L J I i! 40) I I CN 04 ' I i 1ill ! l i E`I i i ' •' ii f1 �•L ....._...._.. ...._...._ .....__._._—_ I Q O J` + _. IL 75 i ! , j IK l Y; o = Z v� iii LU U Q THIS SHEARWALL 15 THE r`--.—_--.-•---'---� T �__-r:'-ti i'�iI Q y Q PARTY WALL BETWEEN UNITS r..t��. --; ;•-' ! is HII k. It a :A 0 ! ! I -I 1 I E I i '0 00, _ _ �■■ �( t; N i I I 5 ' E , 1 e I ! I ` N I I ! I I i _I. _... - - —•�� I o I � —7 W t A FIR5T FLOOR 5HEARWALL5 B BASEMENT 5HEARWALL5-WALKOUT BASEMENT OPTION SCALE:1/4°=1'-O" a SCALE:1/4"=r-o" SHEARWALL 5GHEDULE SHEARWALL PLYWOOD 5HEETROGK WALL STUDS BLOCKING NAILING a H DC)i+NOTE-5: ID TAO FACE FADE O PANEL EDGES O EDGE5? PANEL EDGE-5 a I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN 5TRIGT 5WI OUTER INNER SINGLE 2x 5LOGKED ad®b"O.G. c ACCORDANCE WITH MANUFACTURER'S REOUIREMENT5. SW2 NONE INNER SINGLE 2x BLOCKED 6 SCREWS 0 4"O.G. 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWN5 SHALL BE GANGED T06ETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. 3. WHERE UPPER WALL IS NOT IN LINE WITH LOWER WALL,"5TI"STRAP HOLDOI^WS SHALL BE EXTENDED THROUGH FLOOR 5HEATHIN6 AND FASTENED TO 5"3 BOTH BOTH DOUBLE 2x BLOCKED 8d 0 3"O.G. d BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING A5 REGUIRED.SEE TYPICAL SHEARWALL Z DETAILS FOR FURTHER 4. ALL DIMENSIONS,ELEVATIONS, BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLA55,AND ALL OTHER ITEMS HOLDOHN 5GHEDULE y SHALL BE FULLY COORDINATED WITH GML,6EOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR TO HOLDOWN THREADED 0ON5TRUCTION. 10 TAG SIMPSON HOLDOWN FASTENERS ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4-xb'PLYWOOD PANEL CENTERED ON THE PRE-ENC71 EERED WOOD RIM TRU%.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL# FASTENED TO, TO FRAM1140 DIAMETER CONCRETE Q FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS O b'O.G.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN5INEERED WOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS IN 8d NAILS O 6'O.G.AND TO THE TRU55 VERTICAL MEMBERS H2 HDU2-5D525 DOUBLE WALL STUD 5D5 SCREWS 5/5"DIA. 12" 1- (00#1 WITH 8d NAILS a b'O.G.(3 NAILS PER VERTICAL t-EMBM.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d H4 HDU4-5D525 DOUBLE WALL STUD SDS 50REWI5 5/5"DIA. 12" a NAILS!6'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS O 6'O.G.••EXCEPTION:PLYWOOD PANEL SHALL HII HDUII-5D525 5.25'x5.25'P5L POST SD5 SCREWS I"DIA. 12" 4 BE FASTENED TO EVERY FULL HEIGHT KING STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)Sd NAILS(5 EACH KING AND JACK) 5TI GS-20x54"LONG DOUBLE WALL STUD (25)IOd NAILS ABOVE AND BELOW RIM R h GENERAL NOTES: GENERAL NOTES: THE MECHANICAL_SYSTEM INDICATED ON THE DRAWINGS ARE DiAGRA\f\LATiC TO SHOW THE OW'NEWS INTENT AND THE MECHANICAL EQUIPMENT LOCATIONS.ALL EQUIPMENT.AND 9• BRANCH SUPPLY.AND RETURN GRILLES SHALL HAVE VOLUME D A\1PERS TO BALANCE EACH AIR GAS Ft IRNACE W'SPLIT AIR CONDITIONER SCHEDULE ACCESSORIES.ARE SHOWN APPRO\I\LATELY.AND SHALL BF INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. LABEL(ID) MAKE XIODEL(INDOOR UNITS) HP INPUT OUTPUT VOLT PH A\1PS FUSE COIL MODEL(OUTDOOR) TON SEER VOLTAGE PH MCA \fOCP NOTFS 10. ALL DUCTWORK ELBOWS:AND TEES SHALL H.\VF TL'RNiNG V.aN'FS INSTALLED TO MINIMI7_E STATIC BTUH BTUH MODEL CONDITIONS.AND APPLICABLE CODE REQUIREMENTS.TFIE HVAC CONTRACTOR SHALL PROVIDE Al L AHU-1 Cl'-1 HEii N9MSE1002120A 3 4 100.000 97.000 115 1 14.6 20 EDM4\48L21 NXA648GKA 4.0 16 208 230 1 26.1 40 AMP SEE NOTE 1 Z Z u' PRESSURE DROP. uj 1J°C 0�o LABOR.AND MATERIALS NECESSARY FOR A COMPLETE WORKING SYSTEM AND ALL REQUIRED ,n_ c cou v TESTING OF T1IE\fECfiaNlC,aL SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE 11. THE MECHANICAL CONTRACTOR SHALL BALANCE THE FIVAC SYSTEM PER THE AIR FI OW'S LISTED. >O rn +• , _ , NOTES:I PROVIDF SPLIT SYSTEMS WITH HIGH LOW PRESSURE SAFETIES.T.W VALVE.CONDENSATE NEUTRAL17_FR FITS.CONCENTRIC ROOF VENTS&7 DAN'PROGRAMMABLE THERMOSTATS O W U Q it FOR PERMIT COSTS. FOLLOW'ALL R:\NGE HOOD E\HALST DUCTVI'ORI:INST.aLLAT10N REQUIREMENTS T}iF RAAGE oe O u+ o»= p o YROVIDF AU\ILARY DRAIN PANS. 0 o c E\ILaI iST DUCT SMALL DISCHARGE DIRECTLY TO TI IE OLTDOORS USING SINGLE WAIL GALVANI7_Ell - a 0 2. THE MECHANICAL INST:\I.I..aT10N SHALL MEET:11.L THE REQUIREMENTS OF THE:\Ui HORffI' AIR DEVICE SCHEDULE U = t 3 STEEL OR STAINLESS STEEL DUCTWORK.THE DUCTWORK SHALL HAVE:A SMOOTH INTERIOR HAViNG JURISDICTiON.IT SHALL ALSO MEET THE 2020 MECHANICAL CODE OF NEW YORK STATE. U �.Z o SURFACE.BE AIR TIGHT AND BE EQUIPPED AlTH:A BACKDROP DA\fPFR L.ABEL(ID) MAKE MODEL SIZE NECK CF\f DESCRIPTION NOTES � U 2020 RESIDENTIAL.CODE OF NEW YORK STATE.2020 BUILDING CODE OF NEW YORK STATE.2020 1-1T I Q GAS CODE OF N'EW'l'ORK STATE.2020 FNERGY CONSERVATION CODE OF NEW YORLK STATE AND 2020 12. DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH MINIMUM TICK METAL CD-1 HART&COOLEY A682M 12\6 7"Q SEF PLANS 2AVAY CEILING SUPPLY DIFFUSFR - DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL MEET THE REQUIREMENTS OF SECTION NI 1502 FG-1 HART&COOLEY 421 12\6 7" SEE PLANS FLOOR DIFFUSER FIRE CODE OF NEW PORK STATE. Q COORDINATE FLOOR GRILLE COI OR ,iaia�u CLO11JES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER OF N" 3. THE MECHANICAL CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL DRAWINGS.AND SITE TO RR-1 HART&COOLEI' GGl 1 hl2 _ SEE PLANS WALL RETURN GRILLE ` �}Y E\}iAUST DUCTWORK AS REQUIRED TO PREVENT CONDENSATION.PROVIDE COMBUSTION AIR �'� '' '' +- FULLY INFORM ITSELF OF ALL CONDITIONS. RR-2 HART&COOLEY GGl 24\l4 _ SEF PLANS WALL RETURN GRILLE e,a M �� OPENINGS IF REQUIRED PER THE DRYER\fANUFACTI'RERS INSTALLATION INSTRUCTIONS.AND 4. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING.ALL.CONDENSATE DRAINS. APPLICABLE CODE REQUIREMENTS. RR-3 HART&COOLEY GGI 24x12 _ SEE PLANS CEILING RETURN GRILLE a- m 5. TIE:MECHANICAL-CONTRACTOR SHALL PROVIDE A TRAINING WALK THROUGH WITH THE OWNERo .AND GENERAL CONTRACTOR TO DISCUSS ALL H\'AC COMPONENTS AT THE CONCLUSION OF THE 13. ALL GAS.APPLIANCES SILALL BE INSTALLED AND VENTED PER:APPI ICABLE CODE REQUIREMENTS. NOTES:1.COORDINATE.AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING TYPE HARDWARE BEFORF ORDERING It •-.d{F 14. APPLIANCES WiTH IGNITION SOURCES LOCATED IN THE GARAGE SHALL BE PROTECTED FROM 2.EXAMINE EXISTING CONDITIONS BEFORE ORDERING AIR DFVICES. 1 'ROJECT. 3.PROVIDE VOLUME DA\1PERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER CFNIS LISTED { ,T. ••••" `'�� DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES ! +NECK. ' ,;"3•'r►�?,.•`'� G. THE MECHANICAL CONTRACTOR SHALL SUBMIT O&\f\f:ANI�ALS AT THE CONCLUSION OF THE 4.PROVIDE BOOT'WITH ADJI ST:1BL_E DAMPER IN • PROJECT. ABOVE THE FLOOR SURFACE ON WIIICF{Ti-IF EQUIPMENT OR APPLIANCE RESTS. 7. INSTALL:ALL EQUIPMENT AND ACCESSORIES PER THE\IANL'FACTURER INSTRUCTIONS ALLOW THE 15. COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT AWAY FROM WINDOWS. MANUFACTURERS FACRERS RECOMMENDED CLEARANCE AROUND AU.COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOl'RCES AN'D SUPPI i':AIR DEVICES. EXHAUST AND SUPPI l FAN SCHEDULE LABEL.(ID)MAKE MODEL CF\i ST VOl TAGS PH •AMPS WATTS DISCHARGE NOTES FORESEES OR COMES.ACROSS.aNl'INST:ALI.:\T10N CONCERNS HE SHALLNOTiFI'THE ARCHITECT FOR A RESOI L'TION. EF-i PAN:ASONiC FV-05-11VKS1 80 0.2" 120 1 0.I6 4" SEE NOTF 1.2.3.4 8 All SQU ARF\ND RECT.ANGI ILAR DIICTW'ORK TO BE SKEET\IETAI.LINED OR W'R.APPED W'ITI1 t-IEF-I FAN TECH FG 12 EC 600 0.3" 120 1 - - 12" SEE NOTF 1.2.3.4 iNSUi ATioN,TO MEET CODE REQUIREMENTS.DUCTBOARD OPTIONAL..ROUND DUCIAVORK TO BE SF-1 FAN TECH FG 12 F:C 600 0.3" 120 1 - 12" SEE NOTF 5.G.7 cri MFT:Ai WR aPPFD WITI-I INSUL:ATiON TO MEET CODE REQUIREMENTS.FIXXIBLE DUCTWORK SHALL Z BF PFR\iITTFD PRO\'IDED THAT DUCT LENGTI IS SI-IALL BE I,l\fITED TO 14'\f:A.\I\iU\i.-U,I-EXHAl'ST NOTES:1.EXHAUST FANS SHALL i LAAT;BACK DRAFT DAMPERS. 0 2.PROVIDE WITH ANY NECESSARY Dl*CT TR:ANSiTiON'S&MOUNTING IiaRDW'ARF N :AND INT.AKF Dl'CT\A'ORK SFI AI I BF MET:AI W'RAPPFD WTTFI iNSltl-ATiON:AND\':AYOR BARRIER TO 3.INSULATE.ALI E.N11M.IST DUCTWORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION. W w MEET CODF RFQl7RE\fENTS 4.PROVIDE WITi{.ALL ACCESSORIES NECESSARY FORA COMPLETE INSTALLATION. 5.INTERLOCK WITII OPERATION OF KITCHEN FIOOD G.PROVIDE WIT11 CONTROL WiRiNG FRO\7 CONTROL.PANEL IN BASEMENT TO ATTIC SPACE FOR FZ!TIIRE DUCi'HEATER. 7.PROVIDE WITH CONTROLLER.\fOTORI7_ED DAMPER FAN WITH EC MOTOR:AND:U.L OTHER COMPONENTS TO MAKE A COMPI-FIT SYSTF\f ELECTRIC WALL HEATER SCHEDULE WFI_(ID)MAKE MODE!- CF-\I HTR WATTS VOLTAGE PH A\iPS NOTES O NOMENCLATURE o \A'll-I QMARK CWI1-1202 65 1.000 240 I 4.2 SEE NOTF 1 2 3 N UNDERCUT DOOR I" NOTES:I.FtIRNISII WITIi iNTEGRALTHER\fOSTAT. LU - 2.FURNISH{WITi!DISCONNECT. 00 3.PROVIDF WIT1I.V-L NECESSARY I-I:ARD WARE. 6- EXHAUST FAN Z W ® FLOOR OR CEILING SUPPLY DIFFUSFR Q Q LLJ E U Lu Z �-- Z= 0 RETURN GRILLE ZO Q U Z () � =()F2Up w -, MANUAL VOLUME.DAMPER vU► Lu Z QLu ~ p Q VUi p �- MOTOR OPERATED"LONE DAMPER OTHERMOSIAT Z T 0 V 0 m - N 1� .u C: CN4 � N Z Z (`7 ZZW do � Eco 0' W Q O•O U' Cco uv H y >ON p C W U Q d' pLG W C.: �O O C c N Q U = D 0) v U ^Z O oc U Q ��yrygllW�ly OF NiF asy��p F. a7, fn, = 77 n 7" 7"a 7" CD-1 75 CFM 7"HONEYWELL Z FRESH AIR DAMPER 0 N 7"a w 7"a 10"1 7"a Z o Q o CD-1 CL 50 CFM CD-I ly- 75 CFM O 00 4"f FXI I UP 7" MAW SUPPLY&RI:'fURN i �l ciaTRUNKS WILL NEED SOFFITS I O � IN 1TIE FINISHED AREA. LL 12"a E EF-I 12"f L U _ z (3) 7"t O Lu r cn 7"a CL < 6i V m Q Q o V 0 R.R-I 200 CFM nn Q3 C 7"a z Z < F- IGx10 16x10 SUPPLY& /m N RETURN UP W 12"0 BYPASS • "' W/DAMPER r-- I IONEYWELL ry W8150 FR-SI•I AIR CONTROLLER. r 1 v N 01 20x12 AHU-1 —J 16x10 2ND FLR N ZONE DAMPERV W 10"013ASI:UXT c /_ONE DAMPER '- 16x 10 1 ST FLOOR V) ZONE DAMPER 0 7a n 7"a co Ck 1 UNIT"Cl"BASEMENT PLAN M-1 SCALE:1/4"=1'-0" Z Z W G)O EGO y ul ad >c O 0 C GO V'o H N F— ;c, C O, CW U Q Fe OCQ W C Wp H N U x r 3 U ^Z Z5 oe U OF IYE Xo �Ip1Nl�lq� st m:or i• a aly,� - wti ti. ® ® ® ® CD-I CD-I FG-1 FG-I FG-1 FG-1 130 CFM 130 CFM MO CFM 90 CFM 50 CFM 50 CFM FRI'SI I AIR INTAK) 7^4 0-Ti 'N"� 7"0 FRESI I AIR DN CD-1 KITCIIFN HOOD W/ 7 0 50 CFM `n INLIN I;XI•IAUST Z IN ATTIC.[NTERLOCK O FXIIAUST FAN WITII MAKE CD-I EF-1 UP AIR FAN 50 CFM w 4 � Cu-1 INLINE IOOOD EXI IA UST Z 4.0 TON FAN IN ATTIC(ID:-F-1) 4"0 F-XII DUCT Q O 10"m EXI I UP TO ROOF I O 4"0 EXI I DUCT cy- N 10"�KITCI WN I IOOD EXI I UP 10"UP TI IRU O ROOF O 00 7"O L'XI I DUCT 4"o I:XI I DN WH-I L.L (� 7"O EXI I DUCT FG-I(WALL) 2xg STUD 0 00 50 CFM FOR RETURNS.L 90 F Z E C CFM O I I EF-I T I RR-2 U w 850 CFM FG-I a LU 4 EXII DUCT 50 CFM 55 CFM s w 4"0 I-XII DUCT 0 \ Cn m rf .xKF a LU F— Lu F— ® D UP AIR U Q V) Q 4"��FX11 DUCT SF-1 4"0 DRYER p N 0 I:XI IAUST UP - MOD T}3R11 ROOF Tj)EXI I UP v RR-1 FG I 410 CFM GO CFM ® 14x14 FR1:S11 02 AIR FROM 4 ABOVI DRYER Z 130X T CD-1 CD EF-1 rr nn O 50 CFM 50 CFM V L 14"o 1 Gx 10 SUPPL Y& cy r--- RETURN DOWN 14"Q W I I6x10 SUPPLY&RETURN Lo DUCT UI'&DOWN. u C N 7"m I � � N Z � CD-I E 100 CFM (/) 0 FG-I FG-1 110 CFM 110 CFM r— CED 1 UNIT TV FIRST FLOOR PLAN M— SCALE:1/4"=1'—0" 2 UNIT TV SECOND FLOOR PLAN M— SCALE:1/411=1'—Oil W Z j v O w C 00 u e r H ;Q P O W U Q Q O Q W C_ )p v _ �a N U .d U ,Z p oc U Q 1aiafua OF NEI, aTi ata.t Z O w 1011 1 i00D EXI I W/CURB&CAP Z O Q C) 0--10"�BATH EXH CL TERMINATE W/ 0 Ll- ROOF CAP. NOTE ALL ROOFTOP PI_TIETRA,nONS O 0 N SI[ALL BF 111ROUGI I FLAT ROOF AREA _ Q J E U II - 0----4"p DRYER VENT.TERMNNATI WITH ROOF CAP. Z Z (L) O Q V) CL = W U F V, w Q Q o V) o �--660 CFM INTAKE CUR13 AND CAP. Z = O V 0 c - N - I U � CN CN J � E M 1 UNIT TV ROOF PLAN M-3 SCALE:1/4"=1'-0" ELECTRICAL SYMBOLS Q RECESSED DOWN LIGHT @ SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 AMPS 200 LINEAR STRIP LIGHT �r1 WALL MOUNTED DOOR CHIME PUSH BUTTON. TYPE M L O MOUNT 49'MAX AFF O WALL MOUNTED TWO TONE DOOR CHIME PHASE/WIRE 1/3 MOUNT T-0"AFF Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE 120/240 `P MOUNT 48"MAX AFF U N O A I C 22.000 y _ co 0 10 H y >O O Q 3 H Y ALL MOUNTEDSWITCH, Y' MOUNT 48"MAX AFF U N O 0LuU Qa' $4 FOUR WAY WALL MOUNTED SWITCH, MOUNT 49'MAX AFF U N O CIR TRIP NO NO TRIP CIR 0 C o o p o O 120v,MULTI-STATION SMOKE ALARM NO AREA SERVED AMPS A W G POLES POLES A W G AMPS AREA SERVED NO O —_ S WITH 9VDC BATTERY BACKUP U LIGHTING BSMT(FINISHED) 20 20 LIGHTING BSMT(UNFINISHEDIUTILITY) �.Z U CO 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES BSMT(UNFINISHED/UTILITY) 2 Q WITH 9VDC BATTERY BACKUP EP 20 20 RECEPTACLES BSMT BATHROOM ELECTRIC POWER PANEL g RECEPTACLES MEDIA PANELS(BSMT) AFCI #12 1 1 #12 4 AFCI DEDICATED GFI(1) iaialub„''� MP Of N� r MEDIA(TEL OR CAN)PANEL LIGHTING STAIRS,MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES 1st FLR BATHROOM '��•••�""' i- 5 #12 1 1 #12 6 J❑ JUNCTION BOX CLOSETS(1st&2nd),HALL(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) * y DUPLEX RECEPTACLE,MOUNT 18"AFF U N O LIGHTING GARAGE 20 20 LIGHTING ENTRY,FOYER&DINING e' m°W 7 #12 1 1 #12 8 s a J y= Q� RECEPTACLES GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES ENTRY.FOYER,DEN 8 EXT GFI(1) DUPLEX RECEPTACLE.ONE SIDE SWITCHED, j( MOUNT IB"AFF U N O •'�..........1 LIGHTING LIVING&DINING 20 20 LIGHTING W M ROOM 'f'��,.'.�� `� •• 9 RECEPTACLES LIVING,FP,DINING&MUDROOM AFCI #12 1 1 #12 AFCI RECEPTACLES W M ROOM&EXT GFI(1) 10 i'�'•;,' %'�•'�oll GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U N O I ........... ((� 11 LIGHTING KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT RECEPTACLES KITCHEN(GENERAL) AFCI AFCI a TV TELEVISION OUTLET PROVIDE WITH RG-6 CABLE TO 20 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 CAT5E CABLE TO MEDIA PANEL FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING RANGE HOOD 15 RECEPTACLES DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES RANGE 16 INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL ANDiOR PLUMBING Z Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS. LIGHTING REAR PATIO 20 20 PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES LAUNDRY&HALL(2nd) 18 O N C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER w LIGHTING M BEDROOM CLOSET&M BATHROOM 20 20 RECEPTACLES M BATHROOM KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 RECEPTACLES M BEDROOM&M BATHROOM AFCI #12 1 1 #12 AFCI DEDICATED GFI(2) 20 12 MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED LIGHTING BEDROOM#2 CLOSET 20 20 LIGHTING BEDROOM#3 CLOSET&BATHROOM)2nd. WP INDICATES WEATHER PROOF ENCLOSURE 21 RECEPTACLES BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES BEDROOM#3 22 GD INDICATES GARBAGE DISPOSAL LLJ O DW INDICATES DISHWASHER 23 RECEPTACLES BATHROOM(2nd) 20 #12 1 1 #12 20 RECEPTACLES DEDICATED WASHER&DRYER 24 F—Q O DEDICATED GFI(2) AFCI AFCI R INDICATES RANGE O 0::� N REF INDICATES REFRIGERATOR LIGHTING ATTIC 20 Z HD INDICATES RANGE HOOD 25 RECEPTACLES HEF-1&SF-1(ATTIC) AFCI #12 1 26 Q FP INDICATES FIREPLACE FUTURE MAKEUP/SUPPLY 2 #6 50 DUCT HEATER(ATTIC) — 00 D INDICATES DRYER 27 28 Z 0 WH-1 WALL HEATER u j N (W M ROOM) 20 #12 2 �r1 0 W INDICATES WASHER INDICATES GARAGE DOOR OPENER RECEPTACLE IN CEILING 29 CU-1 30 LLJ GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH 2 #8 40 OUTDOOR AC J Q Lu E SIDE OF INTERIOR DOOR CONDENSING UNIT 32 J(n Z +- 31 HWH-1 Q Lu J O Q GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 Z U ZD Z N 33 (BSMT UTILITY) 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 ED CONSERVATION CODES OF NEW YORK STATE.2020 NATIONAL ELECTRIC CODE.AND ALL APPLICABLE F U= J I— LOCAL CODES AND/OR AMENDMENTS 35 SE-1 SEWAGE EJECTOR PUMP BSMT UTILITY 20 #12 t 1 #12 20 MAKE-UP AIR CONTROL PANEL 36 cn Wu 1 Q Q Lu 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED Q LU V) cUn 0 37 SPARE SPARE 38 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE PHASE AND CIRCUIT NUMBERS 39 SPARE SPARE 40 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C THHN/THWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 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 = Q 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS r O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH v cn 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT TYPE 3R MODULAR (�� N GROUNDING METER STACK wJ BREAKERS "� 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 WIRED PRIOR TO WIRING OR ROUGHING IN PER SERVICE PROVIDER TERMINAL BOX 117�4 V 40 r--- � 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE REQUIREMENTS 120/2/2 00 r 1 W L.(� AND AMPERE RATING TO SUIT EACH FUNCTION 1_p A NIT'C2 PANEL v 120/240,200A 1 P 3W c N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL O O M L O,TYPE 1 RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES. J N RMS U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER UNIT'A' /�� (1)2"CONDUIT VJ '__ 13 ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND MP-CATV MP-TEL Q O WITH(3)#3/0 CU L 7 CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL '— SERVICE GROUND UNIT'C1' 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL TRANSFORMER E ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES UNIT'Cl' 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE _ CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT (2)2"CONDUIT WITH(3)#3/0 CU EACH -OR- 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)3-1/2"CONDUIT WITH(3)#600 CU EACH CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM CONCRETE ENCASE FOR POWER Co CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING,FOR CLARIFICATION CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE 92 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 of#600 SERVICE; — TO BUILDING METAL WATER PIPE 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL "CO NDUIT OND(1) UIT WITH #6 CU GROUND TO DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT 1 CAT5E OND CABLE 3/4"x8'GROUND ROD SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL CHARACTERISTICS CD 20 PANELBOARDS INSTALLED IN HIGH-LEG SYSTEMS TO BE MARKED ACCORDINGLY PANELBOARDS INSTALLED AS PART OF UNDERGROUND SYSTEM TO BE MARKED ACCORDINGLY 2 TELE-COM SERVICE DIAGRAM 1 ELECTRICAL POWER DISTRIBUTION DIAGRAM 21 AFCI PROTECTED CIRCUIT BRANCHES MAY UTILIZE AN AFCI TYPE RECEPTACLE IN A METAL BOX AS E-0 NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO BEAN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES Z=W NO EOD LuQ 0,0 y C co U v in ;NO C O G W U Q d' r O Lu C a N U = t 4) U U ^Z O cc U Q laumwo +rr, pF NLc,Y� of UNFINISHED UTILITY 1 I z 0 uj / I 1 � I O� K) I ► / I 1 FINISHED I TEL D 1 d Tv i BASEMENT i Z O 4) I I 1 N I 1 CL ��--yy1 1 � EF C( )00 co -\ I / 1 WALK-IN 1 I 0 O BATH I CL I I U- -- Z II E I I Lu _ �-- I / 1 p Lu cn sO co i 0 Q �j.j U m �Q F- / // wp u Q �cL � 3 $ 1 Z UNEXCAVATED I ` I T 0 0 I� SE 000 UNEXCAVATED MAKE-UP AIR CONTROL PANEL 11 ^; Lo UNFINISHED I u c: (� ^HU UTILITY O� /MP-TELL n, N eHWH / pO' MP-CATV- 0 EP' 1 UNIT"Cl"BASEMENT PLAN E-1 SCALE:1/4"=if-Orr zzW E$ W One jv Ov y C coC14 U y >a P CWU QNE 61O OC Q W c.: O p ~ O O lC 0 a m U x D3 U ^Z o U Q sinus" ° OF NFwL % m- / WP i T1; a,, £ C 3` �' � 4 3 I.S.... C 1\\ TV D a ��\�---i,/ OPTIONAL GARBAGE TV D \ Q DISPOSAL / �R LIVING �\-' �\ //— _\ ROOM // JJ MASTER /� //n EF vi KI ,►< SKI 7' FP`f' BEDROOM 1 7' , 0 U GD DW �� / ,\ > � ui TEL EF�� KITCHEN \ / // / MASTERBATH / a a TEL ole\ / i/ � ____ �_i/ � V) COL GFP Ole z 3 3 �� \ C C J O \� ®REF ® 3 1pWp 8 CN PANTRY �3 �l \ WALK-IN `6'a TV J EF / \\\ LOCATED IN THE ATTIC pi, 00 oL O u_ O N Q BEDROOM#2 _ � // i\ DINING sF Q —6� Z \�. /'� �� ROOM 1 / �- � \ � W{y9- =@ TEL D O WH BATH MU DROOM / \� ' /� ————————— Z Lu O V) odLu w I I U V) CL , ,� �� b , \, 9 9 1 w � U Q FURNACE UPt'---�\\ / -DOWN \ Q� }„ / � \�Q 13 ,p L] �3 ��/ /Os co WALK-IN 3 .bq 3 / C L •�� --- WGFP DGFP -- WP OPTIONAL �} / / Z / I / -Oa ELECT DRYER / .-�.69 \ / FOYER \LAUNDRY BATH EF / \ / �O �� O GARAGE \1 / i O O / IN THE ATTIC ABOVE f O GDO / / // \69- / // \` TEL D �I 1 Lo BEDROOM#3 - • SWITCH TO CONTROL J (N DEN LIGHTS IN ATTIC r- � a TV Z •- / E co M � e- II 1 UNIT TV FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE � , ____ SYMBOL ABBR DESCRIPTION ,�;' F_"DISCHARGE PIPE TRIM CONNECTIONS ., s S or W SOIL or WASTE PIPING INLET /; �� SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS MANUFACTURER MODEL WASTE VENT WATER WATER s `v'"'-" S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB, " VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, -——————— V VENT PIPING S ' ELONGATED BOWL,TANK TYPE,KOHLER K-4636 INS � PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" � -——————— V VENT PIPING(BURIED or BELOW SLAB HIGH WATER ALARM r`•. SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH -- PLANS FOR TRIP LEVER LOCATION Z Z lu E cc)o' Lw LW LAUNDRY WASTE PIPING PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, W a cc 0,0, 0 ————LV———— LV LAUNDRY VENT PIPING P-1 A WATER CLOSET KOHLER K-3998-0 - - 3" 2" _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 a a U >m 1 c�.,U air SEAT,SEE ARCHITECTURAL ELEVATIONS& o ui o a pa Iw IW INDIRECT WASTE PIPING PLANS FOR TRIP LEVER LOCATION _ Iw CWW CLEAR WATER WASTE PIPING U v WHITE,VITREOUS CHINA W/OVERFLOW, � ^Z CHAMBER VENT TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" 1 TP TP TRAP PRIMER PIPING 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 r„�,"�F' cw -- CW DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2#1 3� � jV CHECK VALVE f— CHROME FAUCET W/POP-UP DRAIN. x"O'P. HW HW DOMESTIC HOT WATER PIPING =_* ` .A 1i NDCW NDCW NON DOMESTIC COLD WATER PIPING �„ WHITE,VITREOUS CHINA W/OVERFLOW,CHROME P-28 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" 1 FAUCET W/POP-UP DRAIN. BALL VALVE STEEL COVER }' .'"�i Rj. xyc t UNDERMOUNT,STAINLESS STEEL SINGLE BOWL, � �a NATURAL GAS VALVE FLOOR SLAB 29 i/2"x 15�4"x 7 06"DEPTH,PROVIDE GE BALL AND DRAIN VALVE I KITCHEN K-3183 GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, DRAIN VALVE HIGH WATER ALARM INLET P-3 SINK KOHLER K-8813 KOHLER K-10433-VS 2 2 CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW YZ PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES d�I OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ _ A TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH 6i >� VIV VALVE IN VERTICAL (TYPICAL, Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z 0 u TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR soY2=3" 12.. OXBOX ONE _ _ > Y3= P-5 MACHINE VALVE SIOUX CHIEF 696-24138E 2" 2" �" �" PAN SIZE(S)REQUIRED.DOUBLE HOSE BIBB uj _ TRAP PRIMER &DRAIN BOX OUTLET CONNECTION ACCESS BOX W/2 DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, O P-6 TUB KOHLER KOHLER CP 2" 2" 1 '� � �� Q FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL K-1150-0-LA BATH SPOUT,SHOWER ARM W/FLANGE AND Lu V) CO P-0 NO SCALE K-304KS-NA SHOWERHEAD. O CN 0-b OED OPEN END DRAIN RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z < NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS K-TS11076-4 M METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER 2" 21' SHOWER ARM W/FLANGE AND SHOWERHEAD. LV } 00 PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. 0 Lu C 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FLA KOHLER K-15270-4-CP 2" 2" UTILITY SINK FAUCET W/LEVER HANDLES W Q PIPE CONTINUATION THERMOMETER _1 V) Z -o PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE HW s FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER 0 J zZ=) : N -� PIPE DOWN THROUGH FLOOR SHOWN 0 Q V)BLADDER TYPE HOT WATER TO SYSTEM EXPANSION TANK Lu PIPE RISE/DROP SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS = J �-- oc W&T WASTE AND TRAP STRUCTURE BUILDING W U U AREAWAY,CAST IRON STRAINER,VANDAL 0 CL V) N co CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2" 2" _ _ $ � FCO/GCO FLUSH FLOOR I GRADE CLEANOUT COLD WATER PROOF SCREWS INLET cW 1/4 TURN,POLISHED BRONZE,FREEZE PROOF W&v WASTE&VENT PIPING WH WALL HYDRANT JR SMITH 5609QT PB - - - - Y4" - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT UNION,TYP ►- Bv BOW VENT HOT WATER 120 GALLON,240v ELECTRIC HOT WATER HEATER, � u HWH-1 HEATER AMERICAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE WITH EXPANSION TANK,SEE DETAIL Z RELIEF VALVE VIF VERIFY IN FIELD FULL SIZE DRIP PIPE TO ELECTRIC NTS NOT TO SCALE WITHIN 6"OF FLOOR HOT O WATER 120 GAL 'n O CFH CUBIC FOOT PER HOUR HEATER V L SF SQUARE FOOT iv Q rDRAIN VALVE �J ca N L O W LIMIT OF WORK LINO UNLESS NOTED OTHERWISE -6"AFF r� V&C VALVE&CAP FLOOR A� Lo U FM FORCE MAIN N= (INV Xx'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL J Os. N P-0 NO SCALE - GENERAL PLUMBING NOTES Z 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING FUEL GAS,AND N ENERGY CONSERVATION CODES OF NEW YORK STATE,AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS 2 INSTALL ALL SHOCK ABSORBERS IN ACCORDANCE WITH THE LATEST"PLUMBING AND DRAINAGE ___________ ___________ GAS PIPING PLUMBER UNIT C2M BY PLUMB INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS 3 LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES SHOCK ________ GAS PIPING TO UNIT ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR I I I I 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 SHALL BE CPVC OR PEX 5 ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF X-0"BELOW GRADE 2M LEFT IGAS METER BANK 6 ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE UNIT C I I UNIT A UNIT ClC1 RIGHT ��~-PIPING FROM METER AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED I I i it I TO EACH UNIT BY PLUMBING CONTRACTOR 7 ALL SANITARY PIPING TO RUN BELOW FLOOR ALL VENT PIPING TO RUN ABOVE CEILING UNLESS I I' it OTHERWISE NOTED CD 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE I'-6"UNLESS OTHERWISE NOTED 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11 PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 3 GAS SITE PLAN-Cl RIGHT 12 CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION P-O NO SCALE BEING SERVICED ZZ Lu NO Ec' oc y cCD Uv F�y j O [O O W U Q E- O<Q H C DO O N U = =3 n U ^Z U Q OF 0. 3�4"C W _yy a CR m 4"AREAWAY DRAIN PIPE TO FOUNDATION 2"v-moo--- cw AD DRAINAGE SYSTEM 2.. —————— �O 3/4.. i S cw 4"HW HW 2'W 2"B V GAS TO UNIT C2 &i 16"CW 2" SEE UNIT C2 DRAWINGS z 3"S PACKAGE FOR CONTINUATION h"C W j „HW GAS TO UNIT A Y2„CW SEE UNIT A DRAWINGS PIPE 1/2"CWBHW TO PACKAGE FOR CONTINUATION I N PEX MAINFOLD PIPE 112^HWBCW TO PEX MAINFOLD O 2'WBV�c o P-2 IA"G(181 CFH) S I I(I I 1"CW 2"G N �_ "CW ✓4"G Z "HW _ 2"V PIPE 1h"CWBHW TO I I I I I /DOMESTIC WATER SERVICE a cq LLW N h CW II 1A PEX MAINFOLD I FP SERVICE � v 3"S j �- r-2' cw S cw-� REFER TO CIVIL w 00 c cw %2"CW 11�4"G G DRAWINGS FOR < Q i �C P_g HW Y2„HW CONTINUATION m O 2 V-� N�K:UNIT A GAS UP TO ABOVE 2'WBT HW �..CW y / CW GRADE BY PLUMBER 1n� h..CW S Cw h..HW II V O h..CW ►W Z L(SHOWN WATER SERVICE 0 II i 4^ 1" VE GRADE BY SITE CONTRACTOR << J Q „Cw 3"RADON 3 S E Z L LL \ BY GC BELOW SLAB "CW G OR COORDINATION ONLY) O c/) 2"LW h"HWCW "CW -A.G UNIT C2 GAS UP TO ABOVE 6 i2'WHW (281 CFH) GRADE BY PLUMBER U -� Q Q -S- UNIT C1 GAS UP TO ABOVE cUn 0 II GRADE BY PLUMBER II 1"G 4" h"C W ll 2'WBV h"H W TYPICAL FOR 2 PIPE 1/2^CWBHW TO PEX MANIFOLD 4" 1" SIMPLEX SEWAGE EJECTOR SE-1 V L SEE DETAIL 2"FM (4N FM- 2.. PIPE lh"HWBCW TO INDIVIDUAL FIXTURES r- 1 G(100 CFH)-mac H�uU 120 GALLON ELECTRIC HW ^; HOT WATER HEATER HW VJ U CN � HWH-1 o-�lroa- HW -HW PEX MANIFOLD c: o-0a� _cw 1"HW VALVED DROP N m 1"CW VALVED DROP CW PEX MAINFOLD J N Z �cw cw � '— 3�4 ::D E 3�4 CW� V) \_J r� 1 UNIT„CV BASEMENT PLAN P-1 SCALE:1/4"=1'-0" o C O y J 4" Z Z ul m 0 E$ 44 cco �? !-y j O C O 0 W U Q d' U, 0:Q W C 0 ~ O C a N U = r m v U ^Z o cc U Q OF NF40 ON UNITS WNVALKOUT BASEMENT, WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,3'-5'ABOVE GRADE WH h"HW TO DISHWASHER I . 3/4"CW PIPE 2"W FROM DISHWASHER TO SINK TAILPIECE h"HW �-�• 2'W 2"B V 0— 3..S 3„S • /2 CW 0 2'V P-6A • )o--- "CW 0 2,.V-0 FD-B 2"W P-1 N 1"G(136 CFH) ••• G 2'1/V8T h"HW 1"G(136 CFH) h"HW "G(25 CFH) CW V) 2"V P-3 h..CW ^ w P-213 P-213 Q t}4"G(161 CFH) G Z O 2"V UP h"CW "G(25 CFH) 2„V�� N � 1 �t 1 Vt„ w v N 3 : h..CW 3� CW ��IV V � Z +�- ��—ty�4"G(181 CFH 2"W&V U ) h"HW DOMESTIC WATER METER h"HW dS Q � 2"V DN—� 3"S MINIMUM 12"AFF J _ L_ 3'S—�"o •i• h..CW CW W/SHUTOFF VALVE V) O t HW 2"V 36"HW START OF PLUMBING WORK - C h"CW • /2'CW \_36"CVV � GAS DOWN TO BELOW 0 C 2"V P-2A t DOMESTIC WATER SERVICE DOWN TO GRADE&VALVE BY PLUMBER //nn N /2"HW O BELOW GRADE BY SITE CONTRACTOR V - ♦.. HW P-1 0 1/2,CW TYPICAL FOR 2 CW /2 HW —UNIT A GAS METER Z m \ � 1/2"G(20 CFH) O 5 START OF PLUMBER'S WORK ~ ` TYPICAL FOR 3 U J I w "HW� �j: t —UNIT C2 GAS METER w U Q h..CW /2 CW p N 0 2"LW =v3 2 W8V GAS METER ASSEMBLY �'CW 36"HW f BY GAS COMPANY "G(20 CFH) 2.W X2 HW TYPICAL FOR 2 `\TYPICAL FOR 3 HW Y2 `UNIT C1 GAS METER h"HWi•• X) •••�--36"CW 2"LW 0 660 •.• IL � _ 2"V tP-5 2"W&V ••• ••• h.,CW I 3"S oil /2 CW 36"HW 2"W&V CW GAS SERVICE UP FROM 2"LWBV "G(20 CFH �,CW BELOW GRADE BY GAS P-2 P-2 h"HW t -�L ~�^CW "HW COMPANY P-7 •� •••• TYPICAL FOR 2 }-- 36'CW (2)2"V 2"V h..CW GAS METERS, 2'W 3"S )0 2"W&T RADON SHUTOFF VALVE,BTGAS FO Z A • • (2)1/Z^HW PLUMBING CONTRACTOR TO t 2"W PROVIDE INSULATION ALL /2"AD REGULATOR BY GAS P-6 2)2'V h..CW PIPING IN UNHEATED GARAGE 3"RADON COMPANY P_1A 2„W 0 PLUMBING SUBCONTRACTOR 2"V 0 TO COORDINATE W/G C TO MAKE ALL NECESSARY h..CW L PROVISIONS TO PROTECT 3^S m N PIPING FROM FREEZING 3"RADON ry ^, LL W � � II oLo � ` J N � 0 Z .� E N 0 T (� 3/4"CW WH 1 UNIT"C1"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" 2 UNIT TV SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" zz� mo E' O,o H F ;NCI O. c W U QFe P, of In u, C 0p O ~ e a U U j o � U Q #0�pn�uurruy d�'OF Ivejv ate. �(,..•w•., y� 6;A 12�L ... F � F I 7'V— 0----- ——— --- ——————— —L I I z I O WV PIPING RUN--Y > IN ATTIC SPACE IL--------- --- — w I L I I 2"v-y.---- --� l�Z v o z N 'v O Z 1�4"VTR J } 00 I u- - I p o I I I 0 Z VN I � m �I�----YV PIPING RUN W IN ATTIC SPACE j Q w J U Q r------T---1---------r-----,--- ---I--I C) a- N 0 l t 1 I I \-2"V \-2 YRADON V THROUGH \-2"V �2'Y ROOF j t 1 - 2'V L----- 3"RADON 2"v 3"RADON UN R IN ATTIC SPACE Z T p V 0 ca N 0.000' a Lo U cN J N Z .� E C'7 1 UNIT TV'ROOF PLAN P-3 SCALE:1/4"=1'-0" OzKIN F1 V PM NT B*wougm" S ow tWw mm m m TTc E1CSt� O ,4 ts'ra�1(ars (u u I LML I-- 1 In 119 n� n�1� .-oaslrc 1r uanaaio W 1 3 JASMINE LAN E — UNIT C I 1' pan " '"'ul'� = .1gu�� CV 9,s -s 1012 LAV�>0 LANE CItmER b d W Q is C R -15,17,19 LAVENDER LANE -� ILL_W RYE BROOK 9 N Y■ WATER SUPPLY m �� 1'i'J L ICJ CLl1STER V-3,5,7 LAVENDER LAIC n �� STATIC PS. 50 PSI � � 11 ausr»:r-9,11,13 LAVENDER LANE 1 U LJ 1 �,j,. no -2.4.6 LAVEIDER LANE LJ RESID PSI. 40 PS t no ► " '� �1 ET R Q'-2,4,6 R09 LANE 0 0 +�1>• h e.�1 TEE,E161W ,', � � FLOW: 1050 GPM 16 121 11i �P J � �o�.�.APPROVAL REQUIRED FOR 1� ,__� ` -3�7 Rn LWOSE`� W Z �1n 114 CLL150 Y-1618.20 ROSE LArf 0 3ACKFLOW PREVENTION DEVICE. � 1„n2 a Taus ER-r-9,11,13 ROSE uwE 1I t KE1�IR11 W(Ira CLUSIER Y-15,1 19 o Ili HONEYSUCKLE LANE K1 r uaorGaio 1lltlt p1�� 912 TIT 911 OUSTER Y 9.11,13 HOND UC!Of LN J \\\ \\\ (� 610 au5U•L -3,5,7 PR1 M LANE Q rNOODSCREwsrB. \\\ \\ twe y �� CLUSTER•JJ•-8,10,12 PR6LROSE LANE ,� \\\ \\\ N' h n, C�'KK'-11,13,15 PRIMROSE LANE \\\ \\\ h '. a n rail ar o Ualmn nu Cll15TE 'N -21,2325 AWN LANE NFPA-13D GENERAL NOTES /~✓ F �n �' 11 its Dire I \\\ \\\ it6 IaAIDi tKs oa®I CILLM�s'-13,15,17 JASWkE LANE �tb In -7,9,11 JA9INE LANE As TIE LOST Ie011ulpur 1H NOTE a K 0119TM tIM6 511 p pr 1>s 11s ,l+R -2,4,6 WW LANE SYSTEM DESIGN-RESIDENTIAL AREAS WET SYSTEM) �,� \\\ PIPE \\\ p 1u 1'no aLW w-1,3,5 JASYNE LANE SPRDPQs SYSTEM IS A HYDRAULICALLY CALCULATED LET SYSTEM / \\I �`\ 111 11J OFFSET HANGER 111 CM PIPRIC HAS BEEN SIZED USING A LIGHT HAZARD DENSITY OF.05 GPM OVER MOST REMOTE♦SPRINKLERS '� 1! 111 CLUB p^� *AAA*-4'6'8 YL1 1\\\ OFFSET HANGER a �\ \\ � � -3,5,7 YlA.BERRY QOlA11 N A COMPARTMENT USING RESIDENTIAL SPR1)K.[R HEADS /l\\ a it MAXIMUM SPRINKLER HEAD SPACING-324 sp.H. *000 TillU55 oilBEAM J ^\�• Mr000 SCREW#ie It t tt�•��.• � 910 n SYSTEM DESIGN PER N.F.P.A./13D(2010 EDITION) \\ A000 TRUSS OP BEAM J \\ a n / a own ter( J� a p war TIN O PIPE MATERIALS 11 1, ALL PIPE AND FITTINGS ARE BLAZEMASTER CPVr 1 spa .OFFSET HANCE/9 DETA/L -HALF STRAP HANGER DETAIL 16_ a �� a 03 CONTRACT INFORMATION Nrs Nrs N n WM UIOER THIS CONTRACT CONSISTS OF THE FOI-OMMG DESIGN AND INSTALL A 110R10NG SPRINK ER SYSTEM PER N.F P A.-13D 2010 EDITION - -DRAFT STOPPING 91ALL BE PROVIDED BY THE OWER IN ACCa20ANCE MTH THE I.B.C.2003 EDITIOK - - - . -. -- SITE PLAN go-BATHROOMS LETS THAN 55 SOn.SHALL BE N CGPJANCE'NTH THE REQUIREMENTS OF NFPA-13D W E DIM ALL BATHROOMS ARE NONCOMBUSTIBLE%CET R=NTH A 30 MIN THERMAL BARR,ER -- --— ,• J N.T.S. �'POEM IC WE WILVE -CLOSETS LESS THAN 24 SO.FT.SHALL BE IN COMPLIANCE NTH THE REDUR AKA OF NFPA-13D e -— - — if IE116'WE TIME Fa1I an eoz CLOSETS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROCK NTH A 30 MIN THERMAL BARRIER.-ATTICS ARE NOT JSED FOR STORAGE AND DO NOT CONTAIN ANY FUEL FIRED EOUIPIIENT 1--1 _ I FC=: CUPY o. --- - - - - - ,• 0-1 - - - - u __ UTILITY FIPJISHED i ----- STA --- UI IF11 IISHED l i BASEMEt IT NOTES TO THE OWNER F I INS QED PER NFPA — UTILIT` I I i &,SE1,1E1! 69'MAINTENANCE --- 6 9 1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPR NKLER SYSTEM AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION FINISHED 6 9 2 SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDANCE i"1• - 1• _ :' WITH NFPA 25 STANDARD FOR THE INSPECTION TES-ING AND MAINTENANCE OF BASEMEh1T I - 0-t - e WATER-BASED F RE PROTECTION SYSTEMS A 6 9 THE RESPONSIBILITY FOP.PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF-HEUll; 1 _ �11r.t0•-6 T O t r OWNER OR MANAGER WHO SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION 1 -4 lit M yp pE t16 FI00� III - s_ 5_, _ [hi] [6_6] FOR FURTHER INFORMATION SEE NFPA 25 STANDARD FOR THE INSPECTION TESTING AND MAINTENANCE i [e-6 -__ OF WATER.-BASED FIRE PROTECTION SYSTEMS ,. I - - ADDITIONALLY 7 — --t — L'- �- I la iD df I0'-6 % 9ys�� - 1)YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO — I �� PREVENT THE WET SYSTEM FROM FREEZING 2)YOU SHALL INFORM TENANTS OF PROPER.CARE NECESSARY TO MAINTAIN 1, _ THE SYSTEM i '•_ - t-- I + q� -1 3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY I __1 `o — �- , THE SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY ® _�� _ Y `- QQ y V lid - PP PERMIT# 17c) - -- w - j 11{tLTNIC f�l•171f SQE�D B1fTBiBY1 IEYE iNU CUfWI A KIBeIII lAIW4R 9�1 . or"=lom�Nr aooNE NEI))IN OXW tax"M 1e1 _ � ,�. - 'A••' IN TIK TUI9 9tTIDL WD Ins ula a V TESL MITE _ 2• 1 i -- - - ,0. S B L 2-0 - r zua tmEl tismuTOaF'lose o+En:GEtECroR A55Elar emf- -_ _ - - -• Sr SIAE>[D&MMY We OW COGS A sfg%k UMM 9111111013 1 — - _ DATE APR D NOV O 2 O ---- —— �T�IR _r . , i , r Aral Minn 1 mami r•mtw am moll I� �- SQ€1ED euttExtr M.KS nla coKUII A KfElerl IY�ER OUTLINE 0 [e-6 _ r as Mm vjmn W MRE OM mum Amar Wit � _, S 1 UE'WALL� foa � _ �I S>RflfD BIRIEAfR WWS iWJ M"A KM r�MW /� I ASOVC(?)'F L tY*nau lam•TILT SOFC BLrtomL*WE low fnr.0 A wow WU sra STAIIF BUILDING INS ECT�R, illage of Rye Brook, NY e_� I tyVcwdrL AraaBlTOwaxcoKRa ow111111AWIm E r� , h , UflEXCAVATE VA TIR ROI WD-00�6K&e 1 IM/M*WIDE 1 I i 4 A W2 2 I - ��— troe , o i I Ut.E):CA.VATEC � �- ( °. - _ LI IEXCAVATE _ —- u /I I 1• - Or WWII:"a'Tar SDTr rt Nnuma WYE TI111 caue,A KnRel TAIFEP SIT: Or am TD STWiLT s>>,wuETs � '., - - a'1• a - w Kau I=Ar am Elam zm carm an Mwue wm TTFS` 1NiEI WRY LKE F — .I!FIN ISI,EC! o r tA.E TrsE Ttol►9Wrat wETI aut a IM/MK n►,E b m UTILIT I - .-- •-' _--- - � 1 9 .IEXCAVATEC L++:.;i!ISHEC or KUIUC UM'Mr WK EJILD zu[OMM W WNW UM u VK TIR FlA 91nD1 EM TRE59WE WAE a I't6/Mo WLVE I m' U'IL'TY — I u �•-if 1a.0 ltom'rra'samlm K�*>E nw mnAK A KiDOfq TAIWER 9tR01 - �� - 4- C 3--W IfcaC,4. aIE'_ l r,of 1Cau Item IV own oJIaxllx t3DUL411 --_ - -- _ _ -- - -r am MmF1 NAMTDer•ow OM BEmm ASSBaY■TIN .--__ — SORE>ED BITIMr VLV6 TII11 aWArl A KOOK U WU StMM -- SEMEI IT F.O -- - ELEV. r UNIT"C2" UNIT'A" UNIT„C1„ - — - t•. E'CQ A.-E� FLOOR ELEVATIONS BASEMENT TO FIRST FLR 4-6" BASEMENT FL OOR F/RE_ SPRINKLER SYSTEM RISER DETAIL_ FIRS'FLR.TO SECOND FLR = 10'-2• F/RE Ai�,�OTErT/0,�AL,Q�y N.T.S. SCALE:14"-IV" SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION A pipe locations are to de Ire a measured dnUr to fabrication 'JVnetner or no:ndlcaied or the drav+:ngs the following items are to be provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN and Installation by the SonnKler contractor Head Cabine'spare heads and head wrench per NF DA 13 ES_ 2 Al!dimensions snovm are end to end Provision to-flushing motions and draining o1 al oioe OF NEW yQ ' -:=•.J:=c-_ :_':t- o =_J•:__r:=:..-c9:_1•.:::. =::_:==1 "•'l=I REVISIONS: DATE: PROJECT KINGFIELD DEVELOPMENT p q s y g tonne_ 9 DENSE 9 [A.] _E•l :=c _ ADDRESS:INTERNATIONAL DRIVE 3 High temperature heads are to oe field instalred where required Insoector's test Connection shay be provided for each system a 'f- _' CONTRACT:GOOD p P , E..I _-r+c.:a 1-==.i:= O- Jr:.=::::1:=E=: :_•._=::E :-=n.:r :.:I GENERAL REVISIONS 716117 CITY:RYE BROOK STATE:NY ZIP: 10573 a AIi moes and hangers are 10 0e nstalied pe'NFP 13 Hydraui,c identifioahon plates 8 N=PA 13 reouired signs y� '� n a :_�,,,_.,.�_�� CONSTRUCTION:WOOD GENERAL REVISIONS 7126 17 CLIENT:THE WARJAM GROUP PHONE:(914)761.250 017, 11� Grlddeo wet systems shal p:ov,de a relief valve oer N=?A 13 . vi f*as 20-0) - - 5 Ail rev.piling rs to oe n;dros'a'aUy tested at not less than 200psi I;is the guild ng ovmers espons bINt1 to provide adequate neat to au areas n`ne ? °® 3.1.5-D '=J•=-_--_i..'_i:�T•.-O°L.-.;r__:••''7 __5+:'''•' ADD STIN ADDRESS: INTERNATIONAL - E IDNAL DRIVE• IT 1 c� SUITE 14 for a hcurs oat SOpsi In excess of the maximum pressure buildingprotected by a.ve:Ivpe sprinkler s sierr and to 2 water filled supol'pipe.valves OCCUPANCY:NFPA 130 p •' p y }p P 7 :.,:_ CITY:RYE BROOK STATE:NY ZIP:10573 ^+hen the maximum Pressure tc he mdrntained Is in excess of 150ps1 and system risers to cry Iype systems s D,e12` •` 'cJ•:S"`:' f:''::':s_-.:C''••,=••;::i �•I:_:'_? 5 INDUSTRIAL PARK PLACE,MIDDLETOWN,CT C6457 O aP SYSTEM TYPE:WET r T A quick openino device Is required vihen dry$,'stem vo,Llme exceeds Air pressure Snali Dena nta ned on all dry,type s}stems oo an aoprovee automatic air OF St ' ' DATE:133,°2712017 P:860.632.8053 F:860.632.8054 e -_� .I; FIRE SPRINKLER CONTRACTOR CONTACT 50D gallons pe.N=A,i3 compressor or plant at,sysl_m specifically aporoved for and capaole aI automat tally - __ WWW.MACKFIRE.COM a o z 7_;.: ,•,- DESIGNER:CHR15 JUDO PHONE:18601 398.5D2 B NF.A 1 D aopfy as required maintain 1 no the required au press re O ] J:S:Tt.;> AHJ PORT CHESTER {.. 01 :Ir.t.I.• J=J_l;'•:: TZ-A,THIS SHEET:• TOTAL THIS Joe:• FIRE MARSHAL E-MAIL:CHRIS MACKFIRE.COM LICENSES: C:F•4C29' MA:SC-'20494 RIZOC347 Y�— OZ I KIN F1 V RM NT nn nn OOC=) C� m� 13 JASMINE LANE UNIT C I C"D WQ N a, RYE B R O O Ky N Y■ (�(� v" W 00 W UjZ � O J Q 5WD DECI OR -->co BLUESTO'JE —PAVER :.3M=•CAS'.. - i = WD DECJ OP- —=--_ WD DECK OR T BLUESTOI JE ---- - BLUESTOI JE ---' VER _ PAVER.JL i t• ff—---- `.tv ROOM Q — _vl 1G 9'-0• i•1,CHEN V111711111111711R - r MASTER. -6] 9'-0' r _v .G 3E:D OOM �OOts '-� i t><tv f17OI aE 9141iD1t ',� � TOR ro tf tnli� INK �C i0 a 7 0P"a of In i C rp d`' 0^11N i 6 LIVIt 1G '` I ROOM r n n + 0 �� m. CI 9-6 _, �• _ +� a. j' 2'CONTROL VALVE AND AL:UNDERGROUND PIPPING ,_ ® -� Io z or UP n1ow Ua '� I-� I �lool��llml IS BY OTHERS HACK FIRE PROTECTION'S CONTRACT HN'DRAUI.IC DESIGN 4 r Dlr nl 1G ® I - +' BEGINS AT 2'ARE SERVICE WATER LINE LEFT INSIDE \t<\xt,�a / Cl ;('fir, i• 1U r 1 t 4+ux ROOM t j sot PAhlTR _+ 1. t �- THE BASEMENT I',tJatrt�:x�,r„ _ 1 MASTER 3.01 I Q O BATH BwtII1�O" _ ) HYDRAULIC DESIGN CRITERIA j ;.�• 1 -o t� C 9 t4] DII III 1G " j ,� -� ;l�`., ` ,' �g� I'�— tel t•�tr-r ,-' ROOM t' - — r i1DFRon10 ru sxrt,;ttlt[R 11[Inwl Density / ; � - UP to of o� I t t 0D KIa a[BlYIDIr FtaDt Gr aIFEAS) y 05 , r . , ttf IP FROM IK o ❑L gEOD fu'OR Spacing VARIES 9'-0' 0 60, 1 602 / how9-0' r ooM vRVE ent XTUVA WO WO it K Factor 4.9 WO SECUo nDOR // - t _ '� + ttU[1,PE tpTFR FI!!Sw0(fK ot)Ef6) Hose Allowance c I i C L at of'.1G-t' � ,o• � r� ,-s' �'pv�; 9._p• ' � L r tnulrAollo�smla wrtA u[LP _ C L 'D p f9:. 9-6 I �. Kra 1EA1fD 011CIZIR(I ft OTHM This System is Designed to Discharge `� \'.\ % t• e�o ! a C L wb r _ a ,• at a Rate of 05 GPM per sq ft I I .�: u t � � of Floor Area Over o Remote Area of ///i/iiii/iiiii/ii/i/. i �PAI]TRY =s' t a _ 2 Sprinklers when Supplied with Water _ I' ,(,)r� I I t �' \.\ f ' �i r_ IK t',Y-t' ^o i+M UDP.00M p jlypp of the Rate of 34 7 GPM at 42.2 PSI `} 1'I;; i _ t IF M� ' U at the FP f1MW KE ICE S' — I SEOOD nab ,' I ITCH IT-�, 1%V,•Eo MUDP.00M 1• tP to p( p_Ty• o-t, i ,o i ri10v t 8.' y ' t S'AIP ,-o -r !a RN ICE tar-1, O UP ro aE SEGLID ROM 1 UESTO INK(V-n cart 4 1` cOYEP lb r tilDaanlo FitE S[A+Q 2M t1rt iK■I I - wo In T4 rerJttr RV 0 u4w - � I I FOYER �I t'UP Ifft ft �of UP no IK _ r C01M VIEW ID KOM WM SM a BMW G A P A G E IrY1 WIN(nR so nD1r 91t0 W arm �• � � 40 4111 r uD0=10 F RI MM ti 9 LIEF!P `rS I L A,f DRY,'---' 1ri wim OQaw f F,M rwc I• - i I I �, •f--'-+I� -4 UP ROM IN[ ---- 1. gooI GARAGE i ._. jr GARAGE0-6 tkl t a r LIEU IO FM SUM SO IK MR f I- 1. J DEI t A&�t�1D`#D 80111 EO -- UNIT'A" sMB Fff No sf�lnfri"11�1 ff — - I -� --— UNIT"C2" ,--- nU I`o1116uua mow tFAr FSD>t nE R0011`� BA?DYB Dui:Pj=SPIMBt — i oam Dw tw1uK 1K TOrPtRrJt� 0 9'-a' rc,�tM KtE➢Jtlt tt11PO1 St1tDl _ U „C'„ (q 1Ra10 n1 FPF / — trI[win na1 stlaDl te+ nirw ML IL NEUM Ina IMIUMoi KIO em DOMA(?I IF M) — �— 2'CON'Pa VALVE AND ALL UNDERGROUND PIPPING IS BY OTHERS MACK ARE PROTECTION'S CONTRACT BEq►-AT 2'ARE SERVICE WATER LINE LEFT INSIDE r,Ir fn1G mart[ THE BASEMENT. �CPU AL cmFIRST FL OOR FIRE FIRE PROTECT/ON PLAN INSULA T/ON DETAIL FOR ALL SPRINKLER SCALE.'14 _ IN OR ADJACENT TO UNHEA TED SPACES N.T.S. SYMBOL LEGEND SPRINKLER HEAD LEGEND 1 Al pipe iocatlons a e to be field measured prior to fabncat,or OPietne o-no'indicated on the dratvirgs the following Items are to be provided SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST FLOOR FIRE PROTECTION PLAN JOB INFORMATION and installation by the sprinkler con'ractor -read Z abine:spare heads and nead wrench per NFPA 13 _ NEW =•1:= c.:=-t' ;J• -=_-:._=1::1;.:::.c;=?:=';=rl ••-ti__ PROJECT:KINGFIELD DEVELOPMENT 2 At dimensions snown are*end to end Provisions to,flushing connections and draining of all pipe OF YO ° B REVISIONS: DATE: pENt 9 [ur] _:•�;,.:_:• CONTRACT#:0000 ADDRESS:INTERNATIONAL DRIVE 3 High temperature needs are to be Leld instalied vjhe+e reau red risoacto,'s test connection snall De provided for each system '� �� a 'F 7'6'17 CITY:RYE BROOK STATE:NY ZIP:10573 4 P.I p.pes and nzrgers are to be installed per%FP=.3 -?yd zu tc itienttficaf:or+plates 8 NFPA 13 reaulre signs �� Q• J•:__:•:.a:=:°=:::.:::__ �r._ c''_;E;f GENERAL REVISIONS y Ooa m-o) :_•I_:,:.; GENERAL REVISIONS 7`26`17 CLIENT:THE WARJAM GROUP PHDNE:(9141 761.250 5 Gndded vret systems snall provide a relief valve per NFPA 13 a j W o - CONSTRUCTION:WOOD LTD. 6 Al new piping is be nydrostatical'v tested at not less that,.,200ps is tie building ovine's resDonsioil:h to provide adequate hea:for a a•eas in the ADDRESS:5 INTERNATIONAL DRIVE•SUITE 114 for 2 hours o•at SGpsi in excess o`the maximum pressure bu,dtng arotec:ed by a vjei type spnnkie•system and for at water filled supp y pipe valves 2 '"-'-•-- -' -- OCCUPANCY:NFPA 13D ROOK vrhen the maximum pressure to be manta ned Is it excess of t 50psi and system risers to dry t,pe systems s ` A' '�'%o- rt==a= ==J•:__===°::.I; s:=C'•;:_•--:t�= _ CITY:RYE B STATE:NY ZIP:1 p573 Fp p�g'4 aP� `''''`"'�' SYSTEM TYPE:WET 5 INDUSTRIAL PARK PLACE,MIDDLETOWN.CT C6457 N 7 A quick opening device is reau-,ed when dry system volume exceeds At oressure snali be maintained on all dro type systems by an approved automatic air AAOFESsv� .i. DATE:03+27/2017 P:860.632.8053 F;860.632.8054 500 gallons per N=PA 13 comciresso'or p an:at,system,specifically approved tot and capab a of automatically -� H=:I:_''1== FIRE SPRINKLER CONTRACTOR CONTACT 8 NFPA 13D aoolv as reOU rea ma n!a in-tie required ar cressure 0 J :I.=:'::= J.:3i�-1:s PORT CHESTER DESIGNER:CHRIS JUDO PHONE:18601 39B•502 WWW.MACKFIRE.COM IL f� o' :1=_'•1•:J_J:1;.;: TOTAL THIS SHEE*: Ta?A,THIS Joe:• AHJ'FIRE MARSHAL E-MAIL:CHRIS�'_@MACKFIRE.CDM LICENSEE: CT:F1.4C29' MA:SC-'20494 RI:000547 le ja— OZ KIN F1 V OPM NT °W 1 3 JASMINE LANE - UNIT C I N RYE BROOK, NY, U. HYDRAULIC DESIGN o .\I \RF\.x OSFr-'IND 11 u,,R 'n HFDkrri,A',. �J Zv rW HYDRAULIC DESIGN HYDRAULIC DESIGN CRITERIA Cvc\R1•\N AL\�11-lkiiif Density r1100h n Q Spacing VARIES K Factor •4 HYDRAULIC DESIGN CRITERIA J� Hose Allowance - IYDRAULIC DESIGN Q Density 05 r.\i t,\RF(-v This System is Designed to Discharge SpacingVARIES s1:t„Nr,li uux of a Rate of .05 GPM per sq It a- . ''�, K Factor 4.9 t,LA.:I PR n,:nRrxlt,1 of Floor Area Over a Remote Area of Hose Allowance HYDRAULIC DESIGN CRITERIA 2 Sprinklers when Supplied with Waterat the Rate of 32.2 GPM at 43.a PSI I—J:J -- LJ� — J This System is Designed to Discharge Density O5 at the FP 0150Y1Q 1X Y at o Rate of .05 GPM per sq ft Y Of Floor Area Over a Remote Area of Spacing VARIES 2 Sprinklers when Supplied with Water K Factor 4.4.4.9 at the Rate of 26.3 GPM at:+6-3-3 PSI Hose Allowance - - — al the FP pSpWGE NEE S' �-ROD--g__0•• This System is Designed to Discharge ^0- at a Rate of 05 GPM per sq ft —- of Floor Area Over a Remote Area of 2 Sprinklers when Supplied with Water I � J a oi the the ate oof2 8..1 GPM at 39.8 PSI �- I• t � p _'— — WA— Sit 6 ♦ 9E_06 - BEDROOM#2 j+ J O STAIR ' MASTER BATH yp MASTER -� BEDROOM o �� MASTER HYDRAULIC DESIGI`i ►o ® i'I BEDROOM iht„Nn 1-1.00R C Ar - HYDRAULIC DESIGN CRITERIA WALI IIJ MASTER ��-�� i CL ` BATH Density 05 A� Spacing VARIES '4P WALI-IIJ K Factor 4.9 to y CL 1'UP ftm TIE Hose Allowance , DEI I { This System is Designed to Discharge Q O 4 i r•1 ~O { oa-3NAt s'-o' 11• 4; G.(- (it a Rote of .05 GPM per ft :° s'-0' SKY.G t' r of Floor Area Over a Remote Area of i { 2 Sprinklers when Supplied with Water HALLWAY r I ' at the Rate of 34.4 GPM at 45.1 PSI i� BATH j 1 \ Ge BEDPOOM#2 I �� at the rP 05DWCf NODE S' 40 'A" ` ram\ AUI IDPY - t.up I1lSt FLOW - .�' ii rr - r'' o ,I 00 STAIP F2T A of WALI 111 ' t� CL BATH7 --fi 1 �I 9HA— i t• WALI I I C�� t• `�r C C. / —�' 'fir I I _ tY BATH LI1 IE' I i 3 ,. t-tK /// /////// / A U I I D R Y ! 1 I V— 64 I /7 BE'P.CCM#2 I EEDF''.Ols a2 VFL_ eE�eit BEDPC OM r2 EEOPOOM r r I( I i�-- t Q C -- -.a f NOTE - -- --- —----- ALL SIDEWALL SPRINKLERS ON THE SECOND FLOOR SHALL BE LOCATED AT 0'-7'BELOW THE CEILING ,e --- UNIT"CZ" UNIT'A" UNIT"C1" SECOND R OOR FIRE F/RE PROTECT/ON PLAN SCALE-14'-1=0- SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION AI pipe oca`one a e to oe heed measures prior IC tabncailon WnHea or not t.s a re a then ne drawings ire folch pe rig Items are to be prov'oed SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:SECOND FLOOR FIRE PROTECTION PLAN aria nstahzuon by the sp InKier contractor riead Cabinet.spare heads and need\vrench pe N=P;.3 __ ____ _ ___ __ _ __ _ _ _ _ _ PROJECT:KINGFIELD DEVELOPMENT 2 At d-mens,ons shown are end to end Provisions for flushing connections ano draining o'at pipe OF NEW Y09 ' J.• '._I _1•_ - 3r .. -.I..•. _1..-- 1 REVISIONS: DATE: AOORESS:INTERNATIONAL DRIVE _.. - 3 +igr temaerzture needs are to De fielc installed where required Insoector's test connection shal be provided for each system ��y uGENEp ,F+' rn C�� 'i3`_v' r:_. CONTRACT:D000 GENERAL REVISIONS 7 6 17 CITY:RYE BROOK STATE:NY ZIP:1 D573 GENERAL REVISIONS 7 26'17 CLIENT:THE WARJAM GROUP PHONE:19141 761.250 F,P D pea and ha gees err=to oe nstalled Det NFPA 13 Hyd•aulic identification pates 8 NFPa 13 reoulred signs �� (+ i :_:�..- CONSTRUCTION:WOOD S Gridded'.vet systems shall Drovlde a relief va1Ve per NFPA 13 . � , D u fM5 �0J _ LTD. - R 0 C.Al rev.piping Is to be 7ya•osat catty tested a:no:less tnan 200Ds it Is the budding owners resoonslpdn�tc provide adequate nee.fo•a areas,n trio C� �;..� �� - ADDRESS: � to•2 hours of at 50Dsi In excess of the maximum pressure building protected by a we!type sprinkle-system and for al•vvatp f ed supply pipe a•'es - m �� ••-`.--- _ OCCUPANCY:NFPA 13D CITY:RYE BRDOKIDNAL DRIVE'STATE:NY 4ZIP:10573 caner the maximum pressure to ne maintainer:is i�-excess of 150ps and system risers to cry type systems s 07B�z INDUSTRIAL PARK PLACE,MIDDLETDWN,CT C6457 In TYPE:WET A qulch opening device is,ea.F ed weer dry system vo.Fme exceeds Air pressure shall be mainta.ned or:all dry type systems 0%a;apnrovea automatic av �DHOFESS\�aP DATE:03/27/2017 P:860.632.8053 F:860.632.8054 r �._�_.I_._ FIRE SPRINKLER CONTRACTOR CONTACT 50C gallons pe NFPA 13 compressor o•D ant air systen specifically approveo for anti ci;paole o a.,tomat caliy WWW MACKFIRE COM B NFPA 13C apoty as required maintaining the rea.iirec air pressure 0 ] 7-= :-::,=J -t"1_5 PORT CHESTER DESIGNER:CHRIS JUDD PHONE:18601 398.502 a. AHJ:FIRE MARSHAL E-MAIL:CHRISSMACKFIRE.COM LICENSEE: CT:F1-4C291 MA:SC•120494 RI:C00547 Q 01 •1-:'•1•_J:J:'1 •,: TOTAL THIS SMEE'': TOTAL THIS JOB: L FIELDWORK COMPLETED: June 23, 2022 _FILED MAP REFERENCE: Subdivision Map of "Kingfield" F.M. No. 29210 filed August 30, 2018 Subject Lot:90 Known as 13 Jasmine Lane Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.57 o � o Legend 89 AC— Air Conditioning Unit 04' ©— Sewer Cl can ou t 11 CRW— Concrete R ° 1.26'S6 E �1 Retaining Wall � N5 � 11 Z ® _ Curb Stop Water Service o o J O n ® Electric Box = o LA O 0 — Electric Manhole �p p co a >4 — Gas Valve 11 o a O C 3 — Li h t Pole ` < r o 9 Ln < co p o— Telecommunication Box � N E31 d g . ®— Transformer Pad O a e r O Water Valve coo N O 94 -� o CRW r o w Fence s 3 833 Sqw Ft. /Are , N (0 utility g5. O Shed . CRW D C IE W IE To date, no Title Report or Abstract of Title has m enc been provided. This survey is subject to a N w�F p y J >>w .;ty 94 current, up to date Title Report. •31'4� �t'� d AUG Q 2022 5 4rJ She �dg• Property corner monuments were not placed as 8 VILLAGE e OF RYE BROOK part of this survey. L BUILDING DEPARTMENT This map may not be used in connection with a "Survey Affidavit" or similar document, statement. As Built Survey or mechanism to obtain title insurance for any subsequent or future grantees. 1Jasmiffne Lane Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is Unit 90 o violation of Section 7209, sub division 2, of the New York State Education Law. Prepmwed for According to NYSAPLS policy adopted January 23, Sun Homes, Inc. 1993, the alteration of survey maps by anyone other than the original preparer is misleading, situate k? me confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors Town of Rye shall not alter survey maps, survey plans, or survey plats prepared by others. Westchester County, New York jN S T E see _ moo• Date: wry ENG//VEERING, SURVEYING & GRAPHIC SCALE .i LANDSCAPE ARCHITECTURE, P.C. of 20140, 3 Garrett P/ace • Carmel, New York 10512 JEFFRE Y B. D eR OSA, L S Phone (845) 225—9690 • Fox (845) 225—9 717 New York State License No. 050 749 www.fnsfte—eng.com DOC UMENT CO 2022 In si to Engineering, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 90.d wg