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HomeMy WebLinkAboutBP20-208OTHER APPROVALS PERMIT #! SECTION TYPE OF WORK JOB LOCAT ON. OWNER 1 CONTRACTORS EST. COST \-/c0 # TCO # DATE: o () EXP:. LOT 2 FEE -C�-70 FEE,96/0-"Pt) DAT FEE DAT INSPEC710N RECORD DA E FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING 9\ Z RGH PLUMBING/ GAS �/ SPRINKLER V^,/ ELECTRIC LO ARM - � ALARM 5 AS BUILT ,J FINAL AV40 / "OC`J lJV l57 J/I'll.7C'� >�re _Mf2ao- gF''"41-Ool �n ielpr)Se �IecFri�`� i ��' ;7c�—O�� �,Q�SEcI��► S� SOu �i0rlc A5-gUiLT1FlNAL REQUIRED PRIOSURVEYR TO RNAL INSPECTION FfNISHED BASEMENT NOT APPROVED FOR USE AS A SEPA RATE APARTMENT OR DWELLING UNIT CO�-�'�'nc" ARB BOT PS ZBA OTHER THIS BUILDING MUST BE POSTED W fTH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; v FR PRIORTO THE ISSUANCE OF A C/0, AS REQUIRED BY NY STATE LAW. VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK 22-070 Certif icete of Occupaucp This is to certify that V V 9\1e, Bro0k- Par4)ner,2 L L C, of, Aroc k., 1 V 7 having duly filed an application on Q y 5 , 20 c>Z,02 requesting a Certificate of Occupancy for the premises known as, 0 `.,t iS�/�� �e , Rye Brook,NY, located in a Putl Zoning District and shown on the most current Tax Map as Section: I Q•a Jam' Block: / Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Q , Permit No.0 0 aDB, issued 20 a20, such authority and permission is hereby granted to the property owner to lawfully occupy or use uuse/said premises or building or part thereof listed under the following New York State Classifications,Use: if- Fa.h-)I y Construction: for the following purposes: ��U�P /'}� ��/ ���ti'� /h ed ba see � f Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: APPROVED FOR USE AS A 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 s 11 be made,nor shall the building be moved from one location to another until a permit to accomplish such change has bee Building Inspector. Building Inspector,Village of Rye Brook: Date: MAY 1 12022 a3 �CV.°ui'eW l�L6Mr�+ A" anniUvc mV VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J.Bradbury w ww.ryebrook.org TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Michael J. Izzo Stephanie J.Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE May 11,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 10 Jasmine Lane, Rye Brook,New,York 10573 Parcel ID#: 129.25-1-1.54 This document certifies that the work done under Mechanical Permit #22-007 issued on 1/14/2022 for the installation of a new gas furnace,a new condenser and related ductwork has been satisfactorily completed. Sincerely, ,F�7\ - - Michael J. Izzo Building&Fire Inspector /tg �� 4C4u+to rJJ (C 406 L&xuueoay# 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 May 11,2022 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 10 Jasmine Lane, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.54 Mechanical Permit#20-157 issued on 10/23/2020 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Michael J. Izzo Building&Fire Inspector /tg RDDR� For office use onl 0MAY - 5 2022 BUILDIN ; TMENT PERMIT# -- e ��., VIL{ Al �E OF RYE OK ISSUED: VILLAGE OF RYE BROOK 38 KING STREET YE BROOK,NEW YORK 10573 DATE: ; ,a� BUILDING DEPARTMENT \ 9 -08t / FEE: / PAID-Q vv� �o1�or APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION rssra►►►r►►►►a►rrrara►►►rr•rrresrraearraaasrrarrrraraar►srrrasps►rrr►♦raaraa►rruaa►asrrrra►•raarsaass►arr►►rsra►urr►srr►sr Address: ID 1pSrnitJk. t0I3lG ZU ' (ODD11 ►Jy 10573- Hal 92, Occupancy/Use: 2 u S Parcel ID#: 12 25 — 1 ` 1 .54 Zone: bt ID Owner: SC a4 ft eebt>4 PP125ft 2.S I LAC Ad resw 4 r � 315 I,t V K4 1P(.ArrIJ S P.E./R.A.or Contractor: -SKt3 Q-9 D0k4,0P►y1W.N31_A ressA Wlt�lf Pli 01�L' W -5 �L5 k)�{a �(, fJ`►S Person in responsible charge: W(1,L IWM 214H L ]dress: 4- JL)t6 Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law: STATE OF NEW YORK,COUNTY OF WESTCHESTER as: W 1,�l i►IM IZ I k O L being duly swom,deposes and says that he/she resides at •3q W�AD�M&" -Zb (Print Name of Applicant) (No.and Street) in :! 1Jwmrio e-7 ,in the County of �a I��LD in the State of 44T ,that (City/Town;Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:S 8 73,2 0.00 for the construction or alteration of Sl tJ� L4,, Gam t `DW IG L L I fJ kI w' FI/J IS N A�D YA"k&.rT 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 rt_4 Sworn to before me this day of , 20 d-'I_ day o , 20 9�L— Signature of Property Owner Signature of Applicant i Print Name of Property Owner Print Name of Applicant Notary_ Public o '� ioe A Notary rMcr ftW of Now York NAY t�bic.Stye of Ns�v Yak NA OIN61"M 12 10= xo,o1M1fi307 �A QYalii1 d m Bate ft W1h >wrCasty Car■iris 1 KV21, �0.23 Commwioa Expinw Maq 21.Alii Q,C BRcb, O� tim cu � Fo 19f32• 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.ry brook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : ! o \ ►/ C N DATE: Z Z PERMIT# �k Z rJ Z c7 ISSUED: f Q Z 3 Z-SECT: Z f�Z-5BLOCK: ( LOT: I �S LOCATION: TAG S� `� �J t-D t S 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 v1 ❑ NATURAL GAS mil/ �1(�� 2 !�" �G }� c �A L _ -' ❑ L.P. GAS p ❑ FUEL TANK �L� F ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ ROSS CONNECTION FINAL tj S M LU G- U-T cs xT�2G2 S, OTHER DR 7982 BUILDING DEPARTMENT BUILDING INSPECTOR 'ID 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.UebrooLor¢ - - - - - - - - - - - - - - - - - - - - JN�WECTION REPORT - -- - - - - - - ----- - - - --- // r ADDRESS: C�`1 I iU� •DATE: PERMIT# [SUED: SECT: BLOCK: LOT: LOCATION: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: If ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC��. • 1982 BUILDING DEPARTMENT DUILDING INSPECTOR �J 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 - - - - - - - - - - - - - - - -- - - - -�! )-Z2 ADDRESS : f'V t �_�/"1( �� Vp�� DATE: PERMIT# ���/ ISSUED tq AO SECT: 25FF BLOCK: LOT: LOCATION: D �pt.� OCCUPANCY: (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 ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k, cu � • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR / ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.ors - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS:— �---�^C�Q DATE: PERMIT# ISSUED: 1 b\ ,ECT: ?� BLOCK: i LOT: LOCATION: L J� ti� � OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION Cl SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING Q' INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�,�. cu � 1982 BUILDING DEPARTMENT ❑flPILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: PERMIT# ISSUED: SECT: BLOCK: LOT: LOCATION: y OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ AOCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION 0 NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER : ¥ k � - \ 4i § f � co u � 7:1 % — g � i @ ƒ lull d / / k � k f 2 •S S § � } q 73 @ ■ » 7 Q § .q % W4 k \ �4 k o 2 V « W-4 } a 4 / / / § 7 | Q { a � a v, k 7 U • f ON $� E � ? V 2 2 / j ? � m kC14o \ ƒ ƒ § * _ a 3 E BRCZj� If �'• �9°2 `� BUILDING DEPARTMENT ❑BUILDING INSPECTOR Q:XSSISTANT 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 : t Ss� I �� L�12 DATE: �Q 10 Z3 26i PERMIT# `� ` L 4 �IISSUEI ``G ,.I i SECT: BLOCK: I LOT: �eJ' LOCATION: �Z :l;r�- OCCUPANCY: V ❑ VIOLATION NOTED THE WORK IS... {'J ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING ❑ FOOTING DRAIN 1 c ❑ 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 J t_ z� �yE BRC��. BUILDING DEPARTMENT Cl BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.or¢ - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - D `�,C M /- `W� ��2( ADDRESS: �` �'l 0 � 1 �I`� �� DATE. 1. PERMIT# \ yt ` -20- 201?-, ISSUED: 6 70iECT: Pj' BLOCK:LOT: J LOCATION: �J`y� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ©'UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BRC�k. 0 Z� 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.or8 - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : 1 0 � ` ` ��7 DATE: PERMIT# LV Z-C� ISSUED: 1, �� JECT: �� BLOCK: I LOT: S �{ LOCATION: C) OCCUPANCY: 2- l ❑ VIOLATION NOTED THE WORK IS. ACOBPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS J- ( `-I cA ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL P OTHER QyE BRC�k, • 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ZASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK �J CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.or - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :— 1 Q�� �\N Q_ �_tx No DATE: PERMIT# t'J�. �y ISSUED: n 2SCT: \ -2� BLOCK: LOT: LOCATION: �7�-� \ -� \� OCCUPANCY: 1� -J ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS NEnhEl qA ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL al OTHER pli BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - -- - - --- - ADDRESS: h f V - �.�✓_1 il� DATE: 2 ` aUZ PERMIT# _� ISSUED: ` O�L SECT: , BLOCK: LOT: LOCATION: 6 C-`'�1 -� OCCUPANCY: - ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE BR(�k• Q�i� ��O•c • 1932 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ` t _ ADDRESS :— l C� -s Qy-N k cc 1 +Q DATE: I 11 ftli-0-2-01) PERMIT# - Z)ISSUED: U�ECT: IZ BLOCK:LOT:. LOCATION: .y OCCUPANCY: ❑ VIOLATION NOTED cE W�• 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 ❑ F.WAL � �THER l � BUILDING DEPARTMENT ❑BUILDING INSPECTOR P4SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914)939-0668 FAx (914)939-5801 www.ryebrook.or� --------- - - - - - - - -- - INSPECTION REPORT - - - - - - - - - - - - - - - ----- ADDRESS: ` �- DATE: kl-10-2(3 , (7 PERMIT# _ 1 _� ISSUED:--AA�t6)SECT: )�BLOCK: LOT: 1 1 � LOCATION: /� �"�l OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P.GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE DRC�j'�. O� Zm F '9a2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR XS-SISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - �� r ADDRESS: � N� �.-..-�-�-C- �, DATE: PERMIT# \1 � / ISSUED: ` a' e � T:� Z� BLOCK:�J!'- ( LOT: ' .�)` LOCATION: " " "� c G��1 \ /� OCCUPANCY: f y ❑ VIOLATION NOTED THE WORK IS.../.❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ "FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE Bk 01 • �9 BUILDING DEPARTMENT ❑BUILDING INSPECTOR SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK LODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : In DATE: V-,'ZI ZQ?<G PERMIT# ISSUED: T �JECT: ( .7 �BLOCK: l LOT: I <r LOCATION: k OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ,.FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER QyE BR(�jk. O� 2m 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR �SSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK j U LODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - --- - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : I - I �!nA 1 t �C � DATE: PERMIT# / I 1 ISSUED: ECT: 1 BLOCK: LOT: '. LOCATION: � 1a U(7 �: OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ ITE INSPECTION REQUIRED OOTING FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER O `D � N - N I � W a,� 19 a rig 001. : oopal s C 4 Orn Ti � � � C � '✓. Q � C/� �' � s wtn 0.0 �Ty CC4 Ea, C AOC O co LLl IC L p� ~ M `� Q G7 rtwo* �r MM ■ W z cz7 Q U m T g.. f Q < 3 V N C A O W z U z - ¢ yt, BUILDING DEPARTMENT DEC 3 0 J VILLAGE OF RYE BROOK . 938 KING STRFETRYE BROOK__,,NY 10573 VILLA':�E OF r"r` BROOK (914)93 r-'0_ 68-FAx 9 ')939-5801 FRI 111- :•1NIG l"',�T-Ar"TI.lENT www:Qebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE USE ONLY BP#: j C) u EP#: Approval Date: J AN — 4 ZQ21 Application Fee: S Approval Signature: Permit Fee: S 5a Disapproved: Other: (fees are non-refundable) ************************************************************************************************** Application dated, �/ p�O 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. � s. o l 1.Address: 1 d 5 H 110c 1 }/L�C SBL: , 07�- /—//5 Zone• 120 D 2.Property Owner: SC Rye Brook Partners, LLC Address: 5 International Drive Suite 114 Rye Brook, NY 10573 Phone#: 914-481-1531 Cell#: email: 3.Master Electrician.. Denis M. Fortino Address: PO Box 713 Rye, New York 10573 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino@enterpriseelec.com Company Name: Enterprise Electrical Consulting Address: PO Box 713 Rye, NY 10573 4.Proposed Electrical Work/Fixture Count: UQ 1 P"/A) G �v �- j 4t:x-)s f(gyp (� 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 Uie 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. tindicate 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 ao+,I Sworn to-before in is 20 day of Ocr• 20.90 day of cta er 11f 2AL2ZLO) Signature of Property Owner S' a ure of Applicant De is M. Fortino ��ittunrru�� Print Name of Property Owner int ame of Applic `�.�° IS N, 'NOT' C, Notary Public of Public :"q��VA��F E73g O Co )t-oi' EXPNry. -347-3595 Westchester Rockland Electrical Inspection Services, Inc. '-All Phone: 914 DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue Fax: 914-347-3596 Elmsford, NY 10523 li BUILDING PERMIT NO. v - v CITY OR VILLAGE ZIP CODE TOWNSHIP COUNTY r 5L L J STREET AND NO;-OR ROAD - POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED9 SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY i OWNER'S NAME AND ADDRESS !7 HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR OFFICE WORK TELEPHONE NUMBER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED NUMBER OF OUTLETS NO,OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIOEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1'FL. 2'FL. 0 211 3'FL. , lRy OENP 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 L] ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND[-] AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY DATE OF APPLICATION SIGNATURE OF APPLICANT INN J/ %L f-fc i�� sic cy ��6 l2 4—do X 8TREETMMIEN TELEPHONE NO. C� (� / / / - (o lU -5-o� �8T OFFICE ZIP CODE LICENSE NO.WHEN APPLICABLE I WESTCHESTER ROCKLAINO ELECTRICAL INSPECTION IME15SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC 3881 Danbury Road NY, Brewster 10509 Located at: 10 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1034518 Section: 129.25 Block: 1 Lot: 1.54 BDC: Permit#: EP:21-001-BP:20-208 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 10 Jasmine Lane Rye Brook,NY 10573 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 05/05/22 Name Type Quantity Receptacle Convenience ------- 70 Switch Single Pole ------- 41 Fixture-Luminaire Incandescent ------- 13 Fixture-Luminaire Undercabinet ------- 3 Fixture-Luminaire Recessed ------- 103 Cook Top 1 Dishwasher Exhaust Fan ------- 4 Furnace Gas or Oil ------- 2 Electric Room Heaters ------- 1 Dimmers Led ------- 35 Service Disconnect ------- 1 Water Heater ------- 1 Continued on next page... This Certificate has been approved by Westchester Rockland Electrical Inspection Services. I This certificate may not be altered in any way. This certificate is valid for work performed before date of inspection only. i IF WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES.INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Enterprise Electric Inc SC Rye Brook Partners LLC 3881 Danbury Road NY, Brewster 10509 Located at: 10 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1034518 Section: 129.25 Block:1 Lot: 1.54 BDC: Permit#: EP:21-001-BP:20-208 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 10 Jasmine Lane Rye Brook,NY 10573 Q Basement Q 1st Floor C 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 05/05/22 Name Type Quantity Cable Homeruns ------- 3 Phone Lines ------- 4 A/C Unit 3 Ton 2 Air Handler ------- 2 Sump Pump ------- 1 Panel 225 amp 1 Receptacle GFCI ------- 13 Smoke Detector ------- 3 Carbon Monoxide Detector ------ 5 Microwave ---- 1 Refrigerator ---- 1 Disposal ------- 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way. ��G This certificate is valid for work performed before date of inspection only. 3 a SFr' A x - o,o C4 00 � N 91. J Ln � Q a CQ Nv W ,; Cn Cd x :J r ol 00 co z95� z aW z r `/ A M M_I • M z :; � ►— a w w � � Q O F o `zz z eq z w " ' H F CZ Ln ZO < d W N H8 0-4 c z w z z x CIO 0-0 � r- EQRCv J A N 14 2022 BUILOA' ISEPARTMENT VIL E OF RYE$WOK VILLAGE OF RYE BROOK 938 KIN ET RYE B ,NY 10573 BUILDING DEPARTMENT _0 or ELECTRICAL PERMIT APPLICATION Westchester County Master �Electricians License Required FOR OFFICE USE ONLY BP#: c> 2 U EP#: a —GO Approval Date: �. "� Permit Fee: $ �22 Approval Signature: Other: Disapproved: L (fees are non-refundable) Application dated, 1 I 7 Z 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: 1 D 1afm/rt,I" SBL: 1 aA'.a5- 1-I.5 4 Zone: PAD 2.Property Owner: 5C It U L 136 k earfh el S Address: /I,, Phone#: 7/y ,,-- ell#: ( email: 3.Master Electrician: �h ma Gl0/� lak E �lOy� Address: Pq k7ear1 lhso "40110ny akn tVld'� Lic.#: 3yPhone#: 8�r�`/S�S-3�s'/ Cell#: 9 y03 ��1v6 email: Company Name: Sak' hW Address: //nQ/'r'rt `7w4// J /� 4.Proposed Electrical Work/Fixture Count: Jow VDll-a exO�C2 Y Comet�r 3- axe- STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: /�l_T MQkO" being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the CyoI rAC�Dr for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this 9 day of ,20 day of ,20�_ Signature of Property Owner Signature of Api4icant Print Name of Property Owner IR9 Name of Applicant Notary Public svmIto Notary Public, State of New York N o. 01,M:616O^63 O!iaiified in Westch>ster County Commission Expires January 29.20� si12/2021 Westchester Rockland Electrical Inspection Services, �< Phone: 914-347-3595 DO NOT WRITE HERE-FOR OFFICE USE ONLY 1 <�1 Fax: 914-347-3596 P.O. BOX 208 Inc.�..:�/ Carmel NY 10512 ` \ BUILDING PERMIT NO. TEMP# DATE CITY OR VILLAGE ZIP ODE: TOWNSHIP COUNTY STREET AND4 It; POLE NUMBER BETWEEN WHATTVTVP (/ STq fs (- EldL VLOp7p tl IT�LC• �)Cj} �Qlll/� �* SECTION BLOCK LOT OCCUPANT'S NAI /1 y) yP D � /],� _( '� C BUILDING OCCUPANCY OWNER'S NAME AND ADDRE ,/"�/F /lRn rT,(_ •.rK J ��f1 n _ lR /�� HOME TELEPHONE NUMBER CURRENT SUPPLIED BY FROM THEIR I OFFICE ((( WORK TEE.�jQN�fly BER LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED d/ j NUMBER OF OUTLETS NO.OF FIXTURES& MOTORS HEATERS OFFICE USE LOCATION LAMP RECEPTACLES ONLY SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 7 LE.- U W It in) I 1IT FL. LULL 2-FL. 3 FL. ILLAGE OF RYE BROOK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: — ' � Can S .S�►�a THIS APPLICATION IS INTENDED TO COVER THE ABOVE LISTED ITEMS TO BE INSPECTED.IF AT ANY TIME OF INSPECTION ADDITIONAL ITEMS HAVE BEEN INSTALLED,YOU ARE AUTHORIZED TO MAKE THE INSPECTION AND ADJUST THE FEE FOR THE ADDITIONAL ITEMS INSPECTED AS PROVIDED BY THE APPLICANT.THE APPLICANT DECLARES THAT THERE IS NO OPEN APPLICATIONS FOR THE ABOVE WITH ANY OTHER INSPECTION COMPANY WREIS, INC.IS NOT LISTING,LABELING,UNDERWRITING OR CERTIFYING ANY EQUIPMENT, MATERIALS OR DEVICES WHICH ARE PERFORMED BY OTHER CERTIFIED TESTING AGENCIES OR INSPECTION COMPANIES.THE APPLICANT,OWNER,OR AUTHORIZED AGENT AGREES TO ALL THE ABOVE TERMS AND CONDITIONS AS SET FORTH FOR THE APPLICATION. SIZE OF SERVICE FEEDERS CHARACTER OF WORK NEW❑ ADDITIONAL❑ EXPOSED❑ CONCEALED❑ MUST ENTER APPLICANTS IDENTIFICATION NUMBER SERVICE ENTERS BUILDING OVERHEAD❑ UNDERGROUND I AVOID DELAYS BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACE MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. NAME OF COMPANY- DATE OF APPLICATION SIGNATURE OF APPLICANT 5a � Jov % r/y'2d X � � - ��I •/ 1 n/K g TELEPMONEI NO. =„2 h° !/ / / nP 1 rl& ucEm NC-WNEI7Of&r9-V Y 03 L WESTCHESTER ROCKLAND ELECTRICAL INSPECTION SERVICES,INC. BY THIS CERTIFICATE OF COMPLIANCE THE Westchester Rockland Electrical Inspection Services 43 North Lawn Ave, Elmsford, NY 10523 914-347-3595 (Office) 1 914-347-3596 (Fax) CERTIFIES THAT Upon the application of: Upon premises owned by: Safe&Sound Home Services Corp SC Rye Brook Partners LLC PO Box 101 NY, Cornwall 12518 Located at: 10 Jasmine Lane Rye Brook, NY 10573 Certificate Number: 1034556 Section:129.25 Block: 1 Lot: 1.54 BDC: Permit#:EP:22-008-BP:20-208 A visual inspection of the electrical system at this premise described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring,described below,located in/on the premises at: 10 Jasmine Lane Rye Brook,NY 10573 12 Basement 1st Floor 2nd Floor 3rd Floor Garage Attic Outside Other: Inspection was conducted in accordance with the NYS and NFPA 70-2017 International Electrical Code and detail of the installation,as set forth below,was found to be in compliance therewith on 05/06/22 Name Type Quantity Smoke Detector/Co2 Combo ------- 4 Smoke Detector ------- 3 Heat Detector ------- 1 This Certificate has been approved by Westchester Rockland Electrical Inspection Services. This certificate may not be altered in any way.L L 'L� This certificate is valid for work performed before date of inspection only. In O I '• N oc N a cc 3E k 0 16 Od P." z o F � o � O o a° rA 06 O w o rA W z A o Ono W a: a ;, QLZ O , W °O ~ w a � 40 C7 '� 96 IEO W W Q U a pq to a O U a iG wm F C c E z < h U cs, a ds wo e y� f3RC�v R CE1 1l 11 BUILDt/ D` RMENT MAY 2 5 2021 VILAirG$OFYE'BROOK 938 KINGtLRYE B,[t51` I NY 10573 VILLAGE OF RYE BROOK >> Pp BUILDING DEPARTMENT (914)9s9;0 -68'F " 97 ' 939-5801 w j, e� do. org PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: Cho PP#: c� ! D 75 MAY 2 5 2021 Approval Date: Permit Fee: Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated, cJ5 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/ r 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. nl 1.Address: 103asyre Lary- Cl�+er Uy.Umlf*q� SBL: Ia �S. a5-I-),5 l Zone: TUD 2.Proposed Work:31' q �py nxw 0'Ynq G �aft1 U &allyY1Q Q 0w\v-,h,&4_ bocemenir 3.Property Owner: u m1L Radnfrs LLC Address: W6 Q 00L 'Lh 3�A _ ► 0.tY5 IV Phone#:�ly - �bl '��pp Cell#: q�y—�Qy' �fj6 email tbotg� rioavl A". ['owe 4.Master Plumber: ':� ►A hwfo►S" Address: Lic.#: qio Phone#: (I 6(2L Cell#: Q email: CDT o Company Name: Kk)pj AGj g} yCI1�C eon u ddress: 01 l�-1' I-V. 3 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 ' a 1st Floor 1 a 2nd Floor 3 y I a 1 1 Floor 3'd Floor 41 Floor 5 Floor Exterior �1 5.* List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -I- ��>� 3/21/19 STATE OF NEW YORI(.,COUNTY OF WESTCHESTER ) as: Qcjo1 N Pbcm ,being duly sworn,deposes and states flint he/she is the applicant above named, (print name of individual signing as the applicant) and further states tint(s)he is the legal owner of the property to which this application pertains,or that(s)he is the eo nkAanL�� for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this 3 Sworn to before me this day of A-1 c ,20 _ day of LL4 t iA/� ,20 O Signatu f erty Owner Signatur of licant .-,,-(--4,- D b-L' ( ' PO.)1 &r4-1'bf S Print Name of Property Owner Print Name of Applicant abL�/ 2 c k " Notary Public SOpow A 11ayd Notary Pu 1' PuNk.S=of NW York No.01906166307 Q in bier County Costa Expim May 21,2W This application must be properly completed in its entirety and must include the the legal owner(s)of the subject property, and the applicant or record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATO NOTARY PUBLIC-STATE OF NEW YORK No.01 AB6378708 Qualified In Orange County My Commission Expires 07-30-2022 -2- 3121/19 in � c 16 00 7t � �••�t C O Ozo � zx - � �► . Q a L. o rA 0xyLC6 co a, 5 .9 CA ON w O � 14k � 4 ZggC � �� � v� Q 3 z U vi cgwt O v F w W :7 A C } ~ p W Z BUILD MENT D ECE U E �tDo 938 KING E E OFT T R y OK 0 ReR ,NY 10573 EUG5 2020 (914)9str 6-8 09 39-5801 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY: /�� '' Approval Date:OCT H BP#: O� �V MP#: �U^^/5 Application Fee:$�,� Approval Signature: Permit Fees:$ Disapproved: _-- Other: Application dated: C— I — 1-4- is hereby made to the Building Inspector of the V illage of Rye Brook NY lirr the issuanceofa I'ennit to install a Hre Suppression System as per detailed statement described below. {� I. Job Address: 10 TasyyjhL I n�_13,001C_t L Y Parcel I.D.: 1�,C+.�$-1 1.St-1 Zone: r UP 2. Proposed System(Describe system in detail including suppression agent): 13z '3.yr3r 1_1e r- 4v r.YYN �1,mL,at�o.�F 1rx \d1r a 3. Number&'types of Fire Sprinkler I leads: rj't 4. N.Y State Construction Classification: 5B N.Y.Stale Use Classification:g3 5. Cost of Installation:$ (Cost shall include all labor.materials.fixed equipment.professional fees.and materials and labor which may be donated gratis.) G. Property Owner: j0__ 'k1ve_ brooFL Qurtt r,e_r-_:i, Address:90 2&W S, ccy-k T Phone# 1R14t_,-5GaC� Cell# _ email: Applicant: M9kc.1L, li�,rC_ Th e,�c_a=};ci r-�, Address: FCU-!L P1oee N��adhkear,-�T Ordi-S�- Phone#( GCC r-3a-6p53 Cell#(MO)Qqz- l a, email: C,Vet r, r,kx_,Q m.0V_4�r e .&m Architect/Engineer: Q-W 0-'L_!\1'\1arN E_no,inec %n Address: 5DA Moti , gul-4�'AOM oak aq-\\0-. Phone# (%I}15a3- gaa`} Cell# email:',�) _,tip\\,very . o om T i General Contractor: 10pMc^,,-a_,,,,�ddress:3 n,,,.,,,�'.a� Mer\ur, Pit.Al nV W 1 a56y Phone# 8t} an5-9 4!36 Cell# email: 12.816 f 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 WESTCHESTER ) as: 2,„ ".� ,&X— ,being duly sworn,deposes and states that he/she is the applicant above named, (prinf 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 M.e a.K- Q re- 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 belbre me this day of , 20 day of I , 20 r+ Signature of Property Owner Signature ol'Applicant 11 I 2� r.a.�do 4-i�rv.av�da.'L Print Name of Property Owner Print Name ot'Appl icant Notary Public Notary Public - MICHAEL StL.VA NOTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2022 -2- 12.8.16 r � w � y 0 O N MM Mr N N " N .d a S. p f O ry W Z ° .2 � � � � Go a � E O C ' / Q 00 Cc, � 1 ' _' i vco W � Y 0.4 W O U 00 ox ' ' 1 CN FLI Qz Z W o a a a Vol � �" c� aBaRa'r . W vwi A, Q 0 � •p c r y BUILD btkRTMENT p [ECEME VIL��E OF RY�OOK 938 KING�ET RYE BR icy,NY 10573 JAN 14 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE,ONLY: ITIRMH !I: ova -00-7 Approval Date: �\� \� Permit Fee: $ �GD 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 of Fees/Unit: RESIDENTIAL = $100.00/unit• COMMERCIAL=$350.00/unit. 5. Inspection by the Building Department for removal and/or installation.(48 hour notice required 6. Electrical work requires a separate Electrical Permit&Electrical Inspection. 7. Plumbing/Gas work requires a separate Plumbing Permit&Plumbing Inspection. Application dated, ! is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or remova 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. c 1. Address: 10 J q'S-N 1 o e L-a✓1 e SBL: 1,)q , J �—H•54Zone: P U 0 2. Property Owner: S't' g x"A V6 r�,— Address: Phone#: q I —1 42q q Cell#: email: 3. Contractor: t t L l Q P e . rt . -' Address: b I k t 1 311 A 14-, /IJnnY t� Phone#: 1 Cell#: email: P JA nr t, le-to 4. Applicant: i ors Address: Phone#: ND - 7✓c Cell#: 9b'i_ "50 f 7 2 3 email: 5. Scope of Work:New Installation(X•Replacement( )•Removal( )•Other( )):+ 6. List Equipment: 6j 4i � ri✓✓0c� { l 6 td 7. Location of Equipment: D1 1 C✓n 4 8. Meth°rrf Installation/Removal(list 1 equipment needed to perform job): lr) / L i )I-,-i t/ fEI 1 8/12/2021 STAA OORK,COUNTY OF WESTCHESTER ) as: 14,110 a y t%, b ,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 I 12 L re n f i _� 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 Set rJ day of ,20 day of ,20. Signature of Property Owner Signature of II icant �lrl,� �IG�/I ✓ � Print Name of Property Owner Print 14are o ApplicELt TRISHA MARTINEZ _��--Lju NOTARY PUBLIC-STATE OF NEW YORK Notary Public No.01 MA6331843 Notary Public Qualified in Dutchess County My Commission Expires 10-19-2023 This application must be properly completed in its entirety and must include the notarized signature(s)of the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 4 2 8/12/2021 N9MSE Product Specifications HEATING& COOLING PRODUCTS Up to 96% AFUE, Single Stage, PSC Gas Furnace EASIER TO SELL • Up to 96%AFUE in upflow and horizontal positions, --- -- Up to 95%AFUE in downflow positions • Cabinet air leakage less than 2.0%at 1.0 in.W.C. and cabinet air leakage less than 1.4% at 0.5 in.W.C. when tested in accordance with ASHRAE standard 193 • Approved for Twinning applications(0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) • 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 prrotograp o are only represematrve. g Pe P 9 Some product models may vary. • Direct ignition with Silicon Nitride ignitor • Hi h uall'1�corrosion-resistant, prepainted steel cabinet tWARNING EAI�R TO INSTALL AND SERVICE • Direct vent(2-pipe),single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury. air death,and/or property damage. • 24 VAC humidifier terminal 8 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 • door removal and secure installed. Innovative knobs for easy Failure to follow this warning could result to personal injury. attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflowidownflow/horizontal (left/right) installation , DES I t;t • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal �(� applications with accessory (order separately) c • Concentric vent available T45MODEL FAr F�� • Self diagnostics with super bright LED OWD • Slide out heat exchanger and blower assembly »� LIMITED WARRANTY* 1 18% M a1% 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration,an additional 5 year parts limited al� CERTIFIED CERTIFIED warranty At warranty residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for Uee of the"At C«ut.e TM M&*,scare,a « t rer c�� duirn For other applications. v ae of fori the a go h)wvlW aIMbYMpy o'g Efficiency AFUE Cooling Capacity Input CFM range Dimensions H x W x D Shipping Wt. Model Number (MBTUH) Upflow/Hz Downflow @.5 in.w.c.(125 Pa) Inches(Millimeters) Lbs(Kg) 9MS 0261406A 40.000 96.0% 95.01��, 400-775 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 120(54) 9 0401410 40.000 96.0% 95 0°;, 625- 00 35 x 14- /1 x 9-1/2(889 x 361 x 123(55) 9 040171 W,000 96.0% 95.0 650-1050 35 x 1 - x 29-1 2 889 x 445 x 750) 1 (61) N9MSE0601410A 60.000 95.5% 95.0°-+, 6 5-1130 35 x 14-3/16 x 29-1/2(889 x 361 x 750) 127(57 N9MSE0601714A 60,000 96.0% 95 Oc-" 650-1420 35 x 1 - x 29-1/2(889 x 445 x 750) 144(65 N9MSE0801716A96.0% 95.0 10-1600 35 x 1 - /2 x 2 -1!2(889 x 445 x 750) 154(69) N91VIS 0802120A 80,000 96.0% 95.0% 1335-1970 35 x 21 x 29-1/2(889 x 533 x 750) 162(73 N9 M S E 100211 4 100. 96.0 95. % 915-1545 35 x 21 x 29-1/ 889 x 533 x 750 169(76) 91VIS 1002120 100.000 96.0 95.0% 1345.2065 x 21 x 29-1 889 x 533 x 750) 169(76) N9 S 1202420A 120.000 96.0% 95.0% 1320 10 x -1 x -1 889 x 622 x 75 ) 186(84) 1\19 1402420 140.000 96.0% 94.4% 1290-2035 35 x x -1 889 x 622 x 750) 190(86 specifications are subject to change without notice. 440 11 4403 05 12/3/18 NXA6 Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 11/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz a�.1 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 ji• • Easy Access service valves on all models • External high and low refrigerant service ports is 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* This °rock° has been desrq,ed and marxdecnaed to meet ENERGY STAR odena tar energy eticter"v~ matdr.+d with • 5 year compressor limited warranty proper reMgermX charge�prope,&gflo �"ei • 5 year parts limited warranty (includingcompressor and `t��1 rt rated dams he a to �,� d Y Pa ry P prodnet should Mlow the n,arkAaclrx•r's refigerarq coil) cherpnp and air flow instructions Failure to conArm Proper charge and airflow may reduce--w el--N -With timely registration, an additional 5 year parts limited s,a shorten eouprnere"e warranty (including compressor and coil) * For owner occupied, residential applications only. See CERTIFIEDA"IMF warranty certificate for complete details and C U� US restrictions, including warranty for other applications. LISTED Use of the AHRI Certifted TM Mark ndcates a manufacturers partiopabon-n the program.For verrficahon of certification for jndNdual products. go to w .ahndnettory org Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship/Operating Number (tons) BTU/hr Ampacity or Breaker height x width x depth In. (mm) Weight Ibs.(kg) NXA618GKA 1. 18,000 11 8 20 28-11/16 x 25-3/4 x 25-3/4 154/ 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24,000 17.7 30 28-5/16 x 31-3116 x 31-3/16 147/ 183 (719 x 792 x 792) (83/67) NXA630GKA 2,,I;� 30,000 16A 25 32-5/16 x 31-3116 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 1 T5 30 28-516 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3,/z 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/ 120) NXA660GKB 5 60,000 324 50 45-1116 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) Specifications subject to change wdhout notice 421 11 6201 05 5/17/19 hester o�:com D E C E ME , k g AUG 13 2021 George Latimer County Executive VILLAGE OF RYE BROOK BUILDING DEPARTMENT Sherlita:Unk•r,MI) Conunissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13334-21-DCDA Application for Backflow Prevention Device Kingfield Development 10 Jasmine Lane Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https:Hhealth.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf .. NYSDOH- 1013 consists of two parts: (A) the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow(aD-westchestergov.com . Respectfully, Waylor, 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. 1psp. — Rye Brook .i File REUSE t000 RECYCLE Department of Health 25 Moore Avenue 'Mount Fusco,NF 105-49 Telephone: (914)861-7296 Fax: (91 0 81:3-W91 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. 13334-21-DCDA Facility: Kingfield Development City, Village, Town: County: 10 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. O. THAT a certified backflow prevention device tester test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered i11'111 Jlate 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 ayIor, P.E. Assistant Commissioner NLIWYOWSTA77 Bureau dPL"C Report on Test and Maintenance Aaww,MY of Backflow Prevention Device Please use a separate form Ifor each device. For the year lnft)ai test-Complatq entire lorn, Annual tQSt-CXW19(v Part A only cc- A�unt N. Block Lot Facility Nam L=at1Dnj(L)MV106 10 'N" �" Skeet Devica Imumd" Typ RP7- lituft Size(In inches) Serial Number 2S DW C15c,)rL C;'.11 C)5-�'5 Chock VWS H&I Wanentlal Pressure RWW Una Prassur&7�� Vatm Insat Laaked Leaked Opened at Date before Qued L-ght _psid Ad*—jLjj Ilan P pu.t Too I R 'T. LA 1, IT-� -MCRY L,I- ca �Y � :S 2S PZ DW V* L ^$@_I ChdkV"l T:t La-. LZ ea or. L..ht repair bgmt-E;�j [=031 une !�� .".. 'v. P110013ure drop across first check valve .3.a paid M D Y 011190ft PO Md RDpairGd by 9411160111ft Name and Lir 4 Date repalrod; M D Y Fnal teat Closed 119hit Closed"ght Opened at—Paid 011110 P ur. remSura drop acrolao first -t MIA, M 0 Y ch ack v a I v e P.Ird WaW Meter Nufter Meter ReadIng Type of SerAce:(check one) 1 9 DOMOWC 9 Fire 9 Other Remarks(E)"Crilbadeftenaes;uypawes.ouflets before ft deviolL connections between the device and pointdilen&y.muwN�inadecrtlate an�pz'.tc) Cer"cancn:Thts,dewce does NOT meet,the requirement.5 far] ble con I ni device at lhe W"of 1031ing the Vla ft%oft data to be conam, C_7 N mom Corlifiled Teeter No. Evrabon Care F�Wa` *Wow'*(Wcalner44MR)08fiffic"On that&W Was;performed: Prim Name -�T- Trde ificotion that installation Is in accordance with the approved plans. (ra he M by am desig� Glassi or A I Grinder 3"Plier.) I hereby—tify that thb kis2afttion is in HecOfOW09 with*9 approved plum Narna RUSSell PTIu—cd Engineer D.* C) MY-3 DOH Log# Z.— License Number 78721-1 FPhone(845 )337-6040 M Repr",senting Prime bolutfcnS, LLC;ConsJFngTng7n—e—ers Address 140 Princeton Drive C E. %Ij r .Aty Shelton State CT SignalwUre" M JD Djrq 4, -- V0TV=3 one_P MAY 5 2012 P 00M Lo Prtmen ne, We copy'o Me wdEn NQUty oWro mul wxW su Uer Meedlatal r v- SuPP111m. rf dol�.c.fell. 'n ppoer M r0l)aitr".qrC1 rmmedialGIV be S.P.1,ar vnihin 30 days of ino z"1440 dewim VILf EBROOK )fc-,-ETrR-Y --- -- QUILQIN�j �'4aET T p Ec EH E i MAY - 5 2022 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 10 Jasmine Lane Rye Brook NY 2015 IECC Energy Efficiency Certificate 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: Heal#N9MSE1oo212oA 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: 2988 - 10 Jasmine Lane Rye Brook Name: Frank Melagrano NY Address: 10 Jasmine Lane Address: 10 Jasmine Lane Rye Brook, NEW YORK Rye Brook, NEW YORK Geo-Tag Latitude- 41.048980 Data: Longitude: -73.693654 Timestamp: 2022-05-04 09:23:23 Measured Leakage: 2.55 ACH5O Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 2988-10 Jasmine Ln Rye Brook NY Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,514.0 (+/- 5.3%) Effective Leakage Area: 134.9 in Building Volume: 35,600.0 ft3 Enclosure Surface Area: 4,044.0 ft2 Coefficient (C): 251.8 (+/- 39.1%) Exponent (n): 0.459 (+/- 0.107) Correlation Coefficient: 0.97368 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 62 OF Post Indoor Temp: 62 OF Pre Outdoor Temp: 50 OF Post Outdoor Temp: 50 OF Altitude: 179.0 ft Time Average Period: 30 seconds Test Date and Time: 2022-05-04 09:32:55 2000 • Depressurize — E U d Y 1000 • • 900 _J 800 700 600 m 500 400 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa). Bldg-(Pa). Adj Bldg-(Ea). Fan (PPa) Flow (cfm) Config Baseline -1.8 -60.0 -60.6 -59.0 -89.5 1,700.5 Ring A -54.0 -57.5 -55.9 -83.7 1,645.8 Ring A -48.0 -52.7 -51.1 -75.0 1,560.0 Ring A -42.0 -45.1 -43.5 -63.5 1,438.9 Ring A -36.0 -40.4 -38.8 -53.8 1,327.5 Ring A -30.0 -34.3 -32.7 -43.6 1,197.4 Ring A -24.0 -28.1 -26.5 -34.0 1,060.3 Ring A -18.0 -17.9 -16.3 -29.8 980.3 Ring A Baseline -1.5 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • The interval between building pressures is greater than 10 Pa. • Correlation coefficient is outside of normally accepted limits. • n value is outside of normally accepted limits. 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: L O _ C✓ti% r1 F_ SBL. l ',7 q . 2-5—— L l Zone: 212� Use: Z1 (D Const.Type: Other. Submittal Date: 2 Revisions Submittal Dates: Applicant: S ` C • _72,1 F 1 Nature of Work: Reviews:ZBA: 0 C T 2 2 2 0 2 0 pB: BOT: Other. NE OK ( ( ) FEES:Filing. 7 S,41, BP: L 3' C/o. APP: Dated Notarized ✓SBL. ` Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short: Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mgmt.: Tree Plan Other. ( ) ( ) SURVEY:Dated: Current: Archival: Sealed: Unacceptable: PLANS:Date Stamped: ✓ Sealed;/ ✓ Copies: 22C Electronic: Other. (� License: Workers Comp: l/ Liability: 1/ Comp.Waiver. Other. ( ) ( ) CODE 753#: Dated: N/A: (•� ( ) HIGH-VOLTAGE ELECTRICAL.Plans: Permit: N/A: Other. LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. (•� ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery._Other. (� ( ) PLUMBING:Plans: Permit: Nat. Gas: LP Gas: N/A/: Other. FIRE SUPPRESSION:Plans: ✓ Permit: ✓ N/A: Other. H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK.Plans: Permit: Fuel Type: Other. ( ) ( ) 20I7 NY State ECCC: N/A: Other. (�( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval• notes: ( )ZBA mtg. date: approval: notes: ( )PB mtg.date: approval: notes: REQUIRED EXISTING PROPOSED NOTES y OCT 2 2 2020 Area: DBtA• Cir : FropW Front: Front: Sides: Rcr. Main Cov Accs.Cov Ft.HS : S .HS • Tot.imp: ELIm- : Paz ' Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: 10 44,—, k Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I 5.00/$1,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Permit Fee Basement= —7 q G sq.ft. x $65.00 = $ S ,2`10. x$I5.00/$I,000.00= $ Z '?(D . l # I,Fl. = 8>51 sq. ft. x $225.00 = $ 7 S Z9',x$I5.00/$I,000.00 = $ 6 7 t 2 • °JJ 2°d Fl. = 1 6 6.<- sq.ft. x $225.00 = $ 37'-1. �ZSte, x$I5.00/$I,000.00= $ Attic= sq.ft. x $225.00= $ )d x$I5.00/$I'000.00= $+ Total Sq.Ft. sq.ft. Total Cost= $ 12>33 t/`f�� Total B.P.Fee= $ { �i �•�`��3 6 °Includes Attached Garage if Applicable. Total Amount Paid= $ t Total Amount Due= $ 31 1 i OCT 2 2 2020 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: 9V tAnJ .("ttL-L-- 102TJTS[(-ti A'901 l r'Th�-TLt2� p x: l D Ala,SM i�f Lo !3q .a5- - 'S Sub'ect Pro ert SBL: Zone: Please take notice that the subject; eOne or Two Family; ❑ Commercial, ia'New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; Truss Type Construction(TT) dpre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) D v ' in the following location(s); SEP 2 4 2020 I ❑ Floor Framing, including Girders &Beams (F) VILLAGE OF RYE BROOK ❑ Roof Framing(R) BUILDING DEPARTMENT t B'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. Date Uesi t Profrssional Date vcpwtf�_ ��a2�f1�21� a- Date Notary Public (7) Christine A Boyd Notary Public,State of New York No,Ol0O6166307 Qntli6od in WSMAMW C0614 C°" "o413WIM may 21.aw"20 3 CERTIFICATE OF LIABILITY INSURANCE Vr' ")LO ` 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 a certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT (1) Aon Risk services Northeast, Inc. NAME:ONE _ Boston MA Office AC No EX1): (866) 283-7112 No.): (900) 363-0105 (AIC. � 53 State Street E-MAIL o Suite 2201 ADDRESS: _ Boston MA 02109 USA INSURER(S)AFFORDING COVERAGE NAIC e INSURED INSURER A: Navigators Insurance CO 42307 SC Rye Brook Partners, LLC 230 Park Ave. INSURERS: Guideone National Insurance Company 14167 New York NY 10169 USA INSURERC: Starr Indemnity & Liability Company 38318 INSURER 0: 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 POLICY NUMBER AAsDD;YYVY) (MIADMYXM LIMITSB x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $5,000,000 CIADAMAGE MS-MADE �X OCCUR NTED PREMISE= REMI ES E ffenCe S1001000 MED EXP(Any one person) Excluded PERSONAL&ADV INJURY S 5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S5,000,000 PRO- POLICY X JECT LOC PRODUCTS-COMP/OPAGG $5,060,000 + f1T.F R ra� n AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person I Z SCHEDULED BODILY INJURY(Per a o=ft ) �pOA O AMAGES NON-OWNED erPcD ONLY AUTOS ONLY e O C C UMBRELLALUIB OCCUR 100OS79693201 0 / 20 0 11/01/ 0 1 EACH OCCURRENCE X EXCESS LIAR CLAIMS-MADE AGGREGATE S5,000,000 DED RETENTION WORKERS COMPENSATION AND PER STATUTE TH- EMPLOYERS'UABILrrY Y/N _ ANY PROPRIETOR I PARTNEP EXECUTIVE E.L.EACH ACCIDENT OFFICERVIEMBER EXCLUDED' N/A (Marsawory M NN) E.L.DISEASE-EA EMPLOYEE If yes,daso underunderDE be SCRIPTION OF OPERA,IONS below E.L.DISEASE POLICY LIMIT DESCRIPTION OF OPERATIONS LOCATIONS VEHICLES(ACORD 101.Additional Remarks SChed.W euy 6e eMeched tl more spew le nWWW) TJ s sa, �i CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WrrH THE POLICY PROVISIONS. _ village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street i Rye Brook NY 10573 USA n1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016;03) The ACORD name and logo are registered marks of ACORD Certificate of Attestation of Exemption from New York State Workers' Compensation and/or Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any party.** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business A plying For: (Legal Entity Name and Address): Building�ermit SC Rye Brook Partner,LLC From:The Village of Rye Brook NY 1100 King St Ste 114 Rye Brook,NY 10573-1057 PHONE:914-491-1531 FEIN:XXXXX6509 The location of where work will be performed is 110 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 17,2020 to March 16,2021. The estimated dollar amount of project is over$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid volunteers(including family members)or subcontractors. Partners/Members: Robert Dale Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law.) I,Janice Heusser,am the Office Assistant with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that 1 have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. HERE Signature: Date: 3 /-7•1oZ4 ExemptlopAC ate lumber *.4 ?A ve d20 ?,4 . Ma. 020 NYS:Wo nsatien�Bout CE-200 0112018 A DA'E(MWDD CERTIFICATE OF LIABILITY INSURANCE oan32020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT - CLIENT CONTACT CENTER FEDERATED MUTUAL INSURANCE COMPANY PHONE FAX HOME OFFICE: P.O. BOX 328 A/C No EXt:888-333-4949 A/C No):507-446-4664 OWATONNA, MN 55060 ADDRIESS,CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B:FEDERATED RESERVE INSURANCE COMPANY 16024 MACK FIRE PROTECTION INC INSURER C: 15 INDUSTRIAL PARK PL MIDDLETOWN,CT 06457-1501 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:466 REVISION NUMBER:0 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE TO RENTED $100,000 PREMISES Ea occurrence MED EXP(Any one person) $10,000 B N N 6042334 05/11/2020 05/11/2021 PERSONAL B ADV INJURY $1,000,000 G N'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 � ECT POLICY ❑PR ❑LOC PRODUCTS-COMPIOP AGO $2,00Q000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 a (dent X ANY AUTO BODILY INJURY(Per person) B OWNED AUTOS ONLY SCHEDULED AUTOS N N 6042334 05/11/2020 05/11/2021 BODILY INJURY(Per accident! HIRED AUTOS ONLY NON-OWNED PROPERTY DAMAGE AUTOS ONLY IPer accidenO X UMBRELLA LAB X OCCUR EACH OCCURRENCE $10,000,000 B EXCESS LAB CLAIMS-MADE N N 6042337 05/11/2020 05/11/2021 AGGREGATE $10,000,000 DED I I RETENTION WORKERS COMPENSATION OT/I- AND EMPLOYERS'LIABILITY X PER STATUTE Y/N ER ANY PROPRIETORIPARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 6042338 05/11/2020 05/11/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 It yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4660 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK 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 1c.NYS Unemployment Insurance Employer Registration Number of MIDDLETOWN.CT 06457-1501 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d Federal Employer Identification Number of Insured or Social Security certain locations in New York State.i.e,a Wrap-Up Policy) Number 04-3814418 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Federated Mutual Insurance Company Village of Rye Brook NY Building Department #466 938 King St Rye Brook NY 10573-1226 3b.Policy Number of Entity Listed in Box"1a" 6042338 3c. Policy effective period 05/11/2020 to 05/11/2021 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) QX all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"Y 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 earner) Approved by: f- -` 04/13/2020 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 888-333-4949 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov DATE(MM/DD/YYYY) ACOROO CERTIFICATE OF LIABILITY INSURANCE 1/21/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ws) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER GUNTACT NAME OTT AGENCY PHONE (845) 895-8873 A/C No Ext A C No WallkillPO Box , 12589 ADDRESSottins2001@yahoo.com INSURERISI AFFORDING COVERAGE NAICS INSURER Main Street America INSURED Total Comfort Inc INSURER B National Grange PO Box 359 INSURERC National Grange 7 Ohara Rd INSURER D National Grange Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS POLICY LTR TYPE OF INSURANCE INSO WVD POLICY NUMBER MM/DDlYYYY POLICY EFF MM/D D/YYVY LIMITS x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE s 1,000 000 CLAIMS-MADE 7XIOCCUR PREMISES Ea occurrence $ 500 000 MPU7919F 1/21/2021 1/21/2022 MED EXP(Any one person) S 10,000 A X X PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPL IFS PER GENERAL AGGREGATE s 2,000,000 POLICY PRO- F7 XJECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY Ea accident $ 1 ,000,000 ANYAUTO 1/21/2021 1/21/2022 BODILY INJURY(Per persons s OWNED SCHEDULED B1U7 919F AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY per accident) $ S UMBRELLA LIAB OCCUR D EXCESS LIAR CUU7919F 1/21/2021 1/21/2022 EACH OCCURRENCE 5,000,000 $ CLAIMS-MADE AGGREGATE S 5,000,000 DED RETENTION$ $ WORKERS COMPENSATION H- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORrPARTNERIEXECUTIVE YIN WCU7919F 1/21/2021 1/21/2022 EL EACH ACCIDENT $ 1,000,000 C OFFICER/MEMBE.R EXCLUDED? NIA (Mandatory In NH) E L DISEASE-EA EMPLOYEE $ 10,573 If yes describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT S 1 ,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS I 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 REPRI�SENTATIVE 01988-2015 ACORD CORPORATION. All rights reserved. ACORD25(2016/03) The ACORD name and logo are registered marks of ACORD YoaK Workers' CERTIFICATE OF STATE Compe Boardnsation NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1a.Legal Name 8 Address of Insured(use street address only) 1b.Business Telephone Number of Insured TOTAL COMFORT INC 203-223-6700 PO BOX 359 7 OHARA RD 1c.NYS Unemployment Insurance Employer Registration Number of MILTON NY 12547 Insured Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NATIONAL GRANGE VILLAGE OF RYE BROOK 938 KING ST RYE BROOK NY 10573 Policy Number of Entity Listed in Box"1a" WCU7919F 3c.Policy effective period 01/21/2021 to 01/21/2022 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) 7 all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". Will the carrier notify the certificate holder within 10 days of a policy being cancelled for non-payment of premium or within 30 days if cancelled for any other reason or if the Insured is otherwise eliminated from the coverage indicated on this certificate prior to the end of the policy effective period? AYES [:]NO 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 authorized representativ e or licensed agent of insurance carrier) Approved by: (Signature) EEF (Date) Title. PRESIDENT 1/21/2021 Telephone Number of authorized representative or licensed agent of insurance carrier. 845-895-8873 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-15) www.wcb.ny.gov KIN FIEL VELOPMENT CL STER VV VV FILE rop INTERNATIONAL DRIVE RYE BROOK, NEW YORK SC RYE BROOK PARTNERS, LLC AS-BUILT/FINAL SURVEY 5 International Drive, Suite 114 REQUIRED PRIOR TO FINAL INSPECTION Rye Brook, NY 10573 11 11 11 11 IIII 111 I 1 II'I FINISHED BASEMENT NOT - APPROVED FOR USE AS A t I ----------- SEPARATE 1 , -- , SEPARATE APARTMENT 0 __. -- DWELLING UNIT NYS Uniform Fire Prevention & Uniform Building Code: 2020 Building Code of New York State r �� -- -- 2020 Residential Code of New York State -- - THIS BUILDING MUST BE POSTED 2020 Fire Code of New York State WITH A PERMANENT CONSTRUCTION 2020 Energy Conservation Code of New York State -�-�- — TYPE IDENTIFICATION SIGN; 1 2020 Plumbing Code of New York State _ _ V 2020 Mechanical Code of New York State FR I I lil IF 2020 Fuel Gas Code of New York State ; ; `~ PRIOR TO THE ISSUANCE OF A C - AS REQUIRED BY NY STATE LAW. 2020 National Electrical Code ' ' - 1,1, 2017 ICC 117.1 Accessible & Usable Building and Facilities ;1;I _ _ — _ Project Criteria: Use Group: R-3 10 JASMINE LANE Construction Type: 5B �W) Area: 4,044 sq.ft. �ERMIT# Volume: 35,600 cu.ft. ��� 2-�� � ` S[3L## . .�' DATE API'-' D 2 2020 _ BUILDING IN R,Village of Rye Brouk, NY 7 Thurston Avenue Structural Consultant Newport, RI 02840 Camera/O'neill Engineers CordtsenDesign.com 117 Black Point Lane 401.619.4689 Portsmouth, RI 02871 MEP&P Consultant D F= CIE WE R.W. Sullivan Engineering 529 Main Street#203 SEP C O R D T S E N Boston MA 02129 2020 DESIGN ARCHITECTURE VILLAGE OF RYE BROOK BUILDING DEPARTMENT FLI 313.17 G 312.42 G 311.25 G 311.83 FLI 307.67 G 306.92 52 G 305.75 G 306.33 55 54 53 C 1 FLI 297.17 FLI 301.67 G 300.92 (` A FLI 292.67 FLl 294.67 G 296.42 G 299.75 G 300.33 O 57 56 C 1 C2 A 25 SIGNAGE: FLI 291.67 W/p G 293.33 L FFICE T W/O G 291.92 61 60 C2 A 21 ARKING a G 290.92 0 59 C l 19 SA NG ARKINGF 63X3-SALES PARKING 62 DRC2 A 17CLUSTERW15 PARKING<- 64 gR 11 13 U$TER x Z a E°a° ENTER 9 CL W U c @v° u,v ENTER BR 7 H- o DL 5 CLUSTER Y c W U Q ce 2 E at 10 0 0s 3 HONEYS KLE LAN CLUSTER z U C � Y L O � ,a m N 1 CLUSTER AA 19M FLI 313.17 U z �4) CLUSTER 86 17 Z R 32 G 312.42 U ^Z v CLUSTER CC O FLI 305.67 Z gate to be 0 15 � G 304.92 � a locked at all h c 1 'to r BL n times 22 H m c 15 ZL 31 1 FL1312.17 � encen FL1 294.67 A 70 H O G 311.42 chanlinv. 18' M 3 27 G 293.33 Dp < YR gate 9 C r D c H BL F 5.67 ,o 3 .92 IG05.92 f11293.67 O BR r m c 11 ZL FL1311.17 W/O Z M q G 310.42 G 292.92 Z R 28 46 C l � O306.67 D A 'q G 25 81 G 294.33 305 92 O C305.92 r C2 m r rn � rn - Z c l 7 YL 27 FL1310.17 FLI 294.67 DR O 306.67 18 m M G 293092 84 1 3.8 O c 23 A 82 fG 294.33 LI 295.67 1305.92 45 A 70 `^ yG 305.92 A 5 Z R 26 G 309.42 n 7- C 2 m 1[ c m Z 305.92 ,6 25 FLl-09.17 vi p r C l O G 294.92 �. 44 n 3 G 308.42 Z FL 1 295.67 DR 16 D Z 21 Ql 7 3 G 304.42 H , Y R 24 O W/O 86 G 294.92 rn > o. C2 N > cv 14 note: w n FL 296.67 3 40 42 F L 1 305.17 maintain entire length of m 19 G 295.92 O C l n 5 AO G 304.42 international drive free FL 1 66..17 g L ,o A BL O 304.92 r� c from dirt&debris at all 87 14 � m � times fie G 295.42 m I \� a Z -o A 12 ''"° �i G 3o3.a3 G0 \\°� �p�. 1 305.67 O O � C l o c �+ ��� Q C1 304.33 39 41 note: ,�o ��G ° J r NO TRESPASSING e, ,�0 Ok11 C � c @ 3 C signs on all gates oa p CV 88 G 297.42 ! i" W C) C2 10 ® Ge \�o NOTE: cv FLI 297.67 91 DR 70 17 C2 O FF 306.50 tiO �s�aG FOR DIAGRAMMATIC PURPOSES W/O 12 � 4.33 38 sales G � c 5 (� J c ONLY. REFER TO CIVIL G 296.92 FL1 298.17 parking F Go J _ C 89 G 297.42 (� DRAWINGS FOR ALL RELATED +.. I SITE WORK. Q �O c � 15 A rG �+directional � N N s m const.sign LEGEND: � O -� FLI 298.17 BL m ® ° A- "A"UNIT F- N W/O 92 10 G a (� G 297.42 37 p L 8 P 1 Q BR-"B RIGHT'UNIT U '4-" D G 297.42 o v 1 90 FL 303.67 D O BL-"B LEFT"UNIT W -+- 0) G 2.92 s CI- "C"UNIT,MASTER UP H- O G 13 -O F C2-"C"UNIT,MASTER DOWN Z = Z Q DR-"D RIGHT"UNIT 0 !T G 296.42 0 � 6 �ti DL-"D LEFT"UNIT L 94 of (� F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT LU 93 DR 8 �� �, C l `Gs� J FLI 298.17 1 UNIT < 1 YL-"Y LEFT'UNIT U Q Q rw- y�/O C2 FL 297.17 '6 oC0 36 4 P O FL1 303.17 ZL-"Z LEFT'"UNIT N G 297.42 95 G 296.42 �% 301.42 A +stop sign C 1 G 302.42 W/O-WALKOUT b 27 0 97 O� OlGs� 9 A G 295.83 FLI 302.17 0 2 +stop sign flog man+ 2 G 302.42 C l G 300.83 C2 A G 296.42 ���o P 96 O LF 25 3 C 1 0 34 © 1 tiQ C'lG� C 1 FLI G 301.92 A 4 '� u, 7 G 300.83 8 F� rF �P FLI 297.17 98 �' G 293.42 ® C�Gsj� l9 23 7 W/O ti too +stop si C 1 G 295.83 2 F! O 16 C2 p _ C D �- FLI 294.17 99 y 5 C2 G 293.42 © L A 21 y _ ^^11 G 295.83 101 G 302.42 5 14 C`�G�r G 300.92 W O 3 A G 292.83 FLI 303.17 C2 1PC o E O G 302.42 19 C l FLI 301.67 116 1,f 10 G0 O6 12 G 300.92 � � O Cl 16'x50' ItL \\c�.c G 302.42 C 1 O�GT 12 ^` anti-tracking 1 oc O O A G 300 e > 7 G 289.42 pad Gr 8 IO OlG 17 � � 103 CGP' G 301.92 A �c�� 13 a VJ FLI 290.17 0 18' ��`� G 289.83 post$poll 9 �` C 1 0 O W/O C 1 8 \\ gate Q`cc fence FLI 302.67 0 8 15 v G 289.42 Gr 78 FLI 291.17 G 301 C2 bla top o O G 288.83 104 A G 289.83 10 gate for construction 14 G 298.42 ^` b entrance&exit to be 15 1 77 G 289.83 T�1 FLI 288.67 1 OS �1. o O ° V! y288 � unlocked&open during 13 C 1 C2 �`<' construction activit only. A FLl 291.67 s LI 299.17 a G 287.92 G�JS at all other times this gate ,3 C 1 76 G 290.92 FG 298.42 109 4 must be closed&locked C A15 DL `�''lF� 72 �� 0 J� off 1 1 B L G 291.83 FLI 293.17 ��• � G 297.83 x �� 7 O C 1 G 291.83 o 2 5�S� GO P�- 9 70 G 292.42 FLI 294.67 07o C l 16 blacktop,-­- 69 G 293.92 co 9 Q G�J 5 C2 106 C ZUSTF� O O A 107 G 289.42 p R/ 7 A C l 66 17 G 297.83 J o MR 5BR 7 111 � 3 FL1 290.17 O S F gate for r C2 , (,G C 1 G 289042 12 STFR (� F CCUSTF G 3 1 emergency .y FL1 299.17 0 G OC�(r H R G construction A 18 G 297.83 c I p8 ✓� traffic only& c0 r G G 288.83 Sr locked at all -t S, 5 I C 1 10 CCU ER EF times � G 298.42 CD D R 75 4 8 CCUS R tiH � O C l 19 � C2 ` 0 74 CCU 6 � a 1 10 G 290.33 6 Sr,R Ff 7 3 � fll 288.67 CLUSTER DID 21 C 1 �` FLI 299.67 G 280 2 FLI 291.67 73 r O G 298.92 "'/O B R 4 2 G 298.a2 R G 290.92 G 290.92 GA 4 O DR DL B R FL 299.17 , 22 � FLI 293.67 W/O Z o W/O 67 G 298.42 C2 y G 292.92 2 FLI 294.67 W/o FLI 2 55.67 G 298.42 23 0 G 293.92 G 294.92 s h 1-0• CAMERA-O'NEILL p_4■ I'-4■ CONSULTING ENGINEERS 1'-5' Structural Engineering•Design ioi Ctocktower Sq. Camara/O'NaiU Portsmouth,Ri o:871 4 Conn ttlng EngV*m 888.308.7S41 SO.I 3'-2° .o o ���NEWY - -��GONG.FT6.REINF.W/04 BARS®12.O.C.E.W.,BOT. ° I i I 9 a 10°VIA.REINFORCED L———J n w W= ' o jm SONOTUBE PIER,TYP. ''- w > >o C P vl� (BA.F.MIN.3'-b" <' o90161 '� �''^~Q 4 BELOW GRADE) r'gS�ONP O G"' o f p o c v U x m v ., (J ^Z tr U Q FASTEN FI115T WALL _II• FASTEN FIRST WALL STUD TO GONG.FDN. 9 COORD.W/ARCH'L tb'-O' 57UD TO GONG.FOK WALL W/HILTI TYPE X-U POWDER ACTUATED 50.1 WALL HILTI TYPE X-U POWDER ACTUATED FASTENERS AT 16'O.G. [B STA66ERED i- — _OF.-14'-0°J — [B.OF._14' '-Oj FASTENERS AT I6°O.G. ____-- —____-- ------------—— —— STAGGERED 17, T.O.SHELF T.O. T.O.SHELF • I [-ID'-2'] T.O.WALL STEM � 50.1 TO.5TEM I I Q I I [-10-02 J SIM [-q'-6'] 4 I I TO.WALL O T.O.WALL I I O k3 O t o Lu T.O. STEPS I I PROVIDE(4)FULL PROVIDE(4)FULL I I T.O.WALL STEPS HE16HT#5 VERT.BARS HEIGHT 05 VERT,BARS FT6.5TEP5 I I I AT WALL STEP AT WALL STEP FT6.STEPS I I i z O Q I i TO.WALL T.O.WALL ( ti so Lu `r O I .�,• I ,° 12'THIG GONG.FT6. z I f I I REINF. #4 BARS® Q 3 12'O.C. kl.,BOT. 04 PROVIDE d INSTALL BEAM 3 I S I POCKET AND P.T.BEARING PROVIDE d INSTALL BEAM ni I PLATE TO ACCOMMODATE Y2- r POCKET AND P.T.BEARING O I BEAM.PROTECT 2b PLATE TO ACCOMMODATEUNTREATED LUMBER WITH 50,1BEAM.PROTECT ..BUILDING FELT,TYP. I UNTREATED LUMBER WITH I O I'-10 FT6. I BUILDING FELT,TYP. I —— [B4O.F.MIN 3'-b° Z '— T.O.WALL BELOWAVE] Q 10'WALL ',: I •BEAM LL �° = T.O.WALL POCKET m o m E4J ®BEAM I ' J [-1'-6I4'l ——— ° POCKET I r I PROM GONT.M4 BAR_ CL PROVIDE ELEVATOR PIT 5 I I FOR ELEVATOR OPTION T.O.ELEV. [_I-f�'a'7 i I AND I ANUOU5 PBEV�H BEVELED 2z3 Z SO.I r I PIT SLAB I I FOOTIN SHEAR AT WALL BASE O Z FOOTING AND POST MAY BE .-O-b OMITTED TO ACCOMMODATE T.O.WALL V, N ELEVATOR OPTION zQ Q V) O 0 i`Z TO.SLAB ��° J[B.o.F.-I0'-10•1 j I 50.1 a ELEV.-� �'�. GOORD.w/ARCH. t1o'-us" I I O LLi f i ' SLAB DETAIL I T.O.WALL I I w O U Q Q I PROVIDE*4x4b" ®BEAM POCKET ( p LL N 0 Rr I I I'-O• 50•I DIA60NAL REBAR AT RE-ENTRANT PROVIDE(4)04 VERT. I S SLAB CORNERS. T.O.WALL BARS AT PIER TYP. 4•NORMAL WT.GONG. T.O.WALL TA.WALL b [COORD.IN I r I p 5LAB-ON-6RADE. o BEAM [-O'-S�'a] , L SEE DETAIL POCK _ 51M 50.1 ARGHL] �_, _� (-1_(al —— ——[B�O.F.-1O-10"J__ _——__- A I 10 f i I PROVIDE 4 INSTALL BEAM f r_____—_______---__—__� :.I 50.1 I I POCKET AND P.T.BEARING I— j I f I PLATE TO ACCOMMODATE Q 4 I i TA.WALL I I UNTREATED LUMBER NTH PROTECT 5 I I IN THE EVENT OF SEPARATE i- q) i t I [-I-4] I : T.O.WALL BUILDING FELT,TYP.'NsSO.I '.` ( POURS,PROVIDE d INSTALL 85 x 30"LONG DOWEL.5 6 12.OL. 7 `r I I. r-o•r-21�• I ;� I [-0' 4] 51M I I I ° VERT.DRILLED d EPDXIED INTO •. 14ri � � � O I I I I I FPK W/6'EMBED. I I`+ /•� I J I I r i r-e•FT6. I I y Q _ J t_ T.O.WALL I ( SLAB DETAIL I O 8'WA L— ——— r [-O'-5►'47 I 50.1 LL m I I 4'NORMAL WT.CZ+,,.—` UJ ^`IO'WALL I '+.,• I 50.1 a W .� 44 I I o Q . ,`i• :: f I'-10'FT6, I SEE DETAIL I I o O J I ! T.O.SLAB i I ' I N I I I I ° I I IO°WALL I I ELEV.-I-0'o GARAGE DOORS I I o jl ° I I `fl I 1'-10'FT6. O I I IN THE EVENT OF SEPARATE r' 4— a POURS,PROVIDE t INSTALL 05 I 4 r ' LL I I x 30'LONG DOWELS o 12'O.G. g I I Fv T IL EPoxIED INTO TD.WALL I i [-O'-94'] I I ,=. I •s; T.O. Opp I .WALL ------ ——— — ----- I a 50,1 I I 4 I ________ __ _ Q I x �---- ———————— -- g 71. L-------Jq,-------- -----J 2 [B.O.F.-10'-10°j :.i J 50.1 tlb'-3° GOORD.W/ARCH. ' J 2'-0' Ib'-60 z 0 i FOUNDATION PLAN NOTES: L T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 01-0' FOOTING SGHEOULE 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUT5,UNDERGROUND UTILITIES, FOOTING FOOTING PIERS,FOOTINGS,5LA55,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, FOUNDATION PLAN-WALK OUT BASEMENT ID TAG SIZE REINFORGIN6 a GEOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'PRAHIN66 PRIOR B t TO GONSTRUGTION, SCALE:I/4°=1'-O" F2 2'-O"x2'-O'xl2'THICK (5)#4 E.W.BOT. 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED 50LIP WITH CONCRETE.PROVIDE F4 4'-O"x4'-O•xl2'THICK (5)#5 E.W.EIOT, a V THICK"SPRINGFIELD"GAP AND BASE PLATES AT ALL LALLY COLUMNS. a 4. 5EE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION d 5PECIFIGATION5 ALL DIMENSIONS,ELEVATION5,5HELVES,BEAM POCKET'S, WT-OUTS,UNDER61ROUND UTILITIES,PIERS,FOOTINGS,SLABS, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 0 a 0 LJ LJ � s297.b1 � I i zZw mo Eo• ' 1 W ul W O H01 Gw -'O I I aC w C N O 0 v t I j Q N _J 0 o j l ' of Z U I ; I _Er f� 1 _ I'•� I j .�.ww r III I I 0 in O I l i In j I Ln771' —1--IL +297.73 11 97r�7_ ' I I - • I ' ' vi O r=A=3i r I w ----------- - —--- I i ----------------- I +295.33 I I I 1 r'- - - -i ---------------- Jim Q - - -- - - -- - o 4 0 - Z N UNIT TYPE°B2 LEFT 092 UNIT TYPE-B2 LEFT- < } _0 N NOTE: NOTE: 0 SEE Yc"=1'-0"SCALE DWG's ON"B2 LEFT" SEE Yr."=1'-0"SCALE DWG's ON"B2 LEFT" O -4— c}is SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. 0 O J c I z FIRST FLOOR PLAN ROOF PLAN o `� i'f Q Q SCALE:1/8"=1'-0" u SCALE:US"=I'-O" em w ui U J 35-O 35-O uJ Q 0 -------------- • • �t ltBJv I I I 1 I 1 I I I 1 I 1 4 I I I 1 _----------------------------------- ------------------------------------------ ; r I I I O O a 1 ------------------------------- I I I I �--------- I I I I I I x "}�. r------- - � I I 1 d �• � L ZD O ' I E � I I 1 1 III( lIIIIIIII J, i � o ' l l i ' I I IIIIIIIII � 1 ' a O '- � I I i 1 IIIII I Ill IIIIII I I 1 � w W Z - --------I W O1 I v ' l i i i t308.34 I 2 O r J I —D ' ' 1' I I L j ❑ I I I I U I j %- W I ' I 111 ! I I I 1 Ill V l(1 �------------------1 I or---- i i I -----------11 I I I z I I L s--�J T.O.W.=297.73' i i 1 r__y I I I 1 I I � I 1 I I I 4 r_-J r-------- ---- ' ' I I I I I I L ----------- - I 1 I j I I-------------------------- - I I L------------------J 1 t 1 -4 I -- -- -- ---- ------- -- --L- -- L---------------------J —-- - - A a -- UNIT TYPE'82 LEFT'TYPE LEFT 092 UNIT TYPE"82 LEFT° 09 NOTE: NOTE: SEEYr."=1'-0"SCALE DWG's ON°B2 LEFT" SEEYi"=1'-0"SCALE DWG's ON"B2 LEFT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. 0 1 , BASEMENT FLOOR PLAN (3)SECOND FLOOR PLAN SCALE:1/8"=1'-0" SCALE:1/8"=I'-0" O U O 0 ZZ W NO EC* W VI C Ip O 10 Vf O CV U Q ►„H F- >o C O" c us a w -vi O C p W O t C3 0 0 N O C 5 a 0) U = N 55-0' Zax V Q -_ - ----- --------- - --- -- 2T.0.SUBFLOOR,� 2 ?-- _-_-_-___-_-_-.- T.O.SUBFLOOR T.O.SUBFLOOR --- - I ----- I T.O.SUBFLOOR -- - ---- - -- --- - ---- - I -- -- ------------ 9 y'' O I I I I +I II II I, II I i 1 I I 'I It II II IL------------------------J�1 - rJL------------------------JI II w 11 II ----------------J L___-----_-_--_-_--_--_ II 'III II Ir--------- , ---11 I I 1 1 � i i n`R1�ii 1 1 I I I I I It I I I I I I +I S Jk T.O.SLAB ��-------------I-i----------------------- �+ T.O.SLAB �1------------------------ --- �7 r------ J ti -------------- ------ ------------- - L----------------------J L------------------------------------ I N UNIT TYPE-B2 LEFT" 09 UNIT TYPE'B2 LEFT' 092 __------_-_J IL_J _O O NOTE: NOTE: ~ N SEE Y4'=I'-0"SCALE DWG's ON"B2 LEFT" SEE Y,.'=1'-0"SCALE DWG's ON"132 LEFT" SET FOR ADDITIONAL INFO. SET FOR ADDITIONAL INFO. W 1-0 ILli N FRONT ELEVATION 3 LEFT ELEVATION" � o in SCALE:1/8"=1'-0° SCALE:I/8=I-0 O Z D Cie Vl D zo Q Q CL w m Lu U J w Q Q O N Q tz 58'-O c ---- - - ----------- _ TULJ I ®® ® ® ®®®® ;,l1! C �. nl 4 , I ��f ,'' � W W T.O.SUBFLOOR --_- I _---- T.O.SUBFLOOR - -- --- + ;� _---- ; 2 - - W - N p T.O.SUBFLOOR - T.O.SUBFLOOR a ^` MINE L---------J L, rJ L------i L, II j j L T1--------r-rJ L--------J I I ly ^.TrTI-n S T.O.SLAB k------ - - --------------- T.O.SLAB ---------- ------- - ------------------I JI----- ;; -�i L--------------------- I -------------------------� --------JLr-----r -' cz 6, - _-----__----_____-_--L______L_________________________ + !I II --------------`1 ---------------------J L, - ------- L-L---1___________-_J---J_ O ----------------------� L_J �_----------� UNIT TYPE'B2 LEFT° 092 A UNIT TYPE 82 LEFT" 092 0 NOTE: NOTE: SEEYV=1'-0"SCALE DWG's ON"62 LEFT"SEE Y,,'=I'-0"SCALE DWG's ON"82 LEFT" SET FOR ADDITIONAL INFO. 'o SET FOR ADDITIONAL INFO. RIGHT ELEVATION a REAR ELEVATION 4 SCALE:I/8-=I'-O- 2 SCALE:1/8"=1'-0" 2 ' - c w w Ir x C C 4 0 �J u e h KINGFIELD DEVELOPMENT DRAWING LIST �---..� A0.0 SPECIFICATIONS � C CLUSTER UU�� A0.1 ARCHITECTURAL SITE PLAN Al so FLOOR PLANS �� �� Al1 FLOOR PANS ANS SEP 24NIT B2M LEFT 10 JASMINE LANE �,L ?Qzo � A1.2 ROOF PLAN A3E OF A2.0 EXTERIOR ELEVATIONS F3 0/NG D pyE BROOK 129m25ml ml ■54 A2.1 EXTERIOR ELEVATIONS A�Tti1Ei� INTERNATIONAL DRIVE A3.o BUILDING SECTIONS RYE BROOK, NEW YORK A3.1 WALL SECTIONS & DETAILS A3.2 WALL SECTIONS & DETAILS SC RYE BROOK PARTNERS, LLC so.o FOUNDATION PLAN 5 International Drive, Suite 114 so.i DETAILS 50.2 GENERAL NOTES Rye Brook, NY 10573 51.0 FIRST FLOOR FRAMING 51.1 DETAILS 52.0 SECOND FLOOR/ ROOF FRAMING NYS Uniform Fire Prevention 8 Uniform Building Code: 53.0 SHEARWALL PLANS 2020 Building Code of New York State 2020 Residential Code of New York State H0.0 HVAC LEGENDS GENERAL NOTES 8� DETAILS 2020 Fire Code of New York State H0.1 HVAC DETAILS 2020 Energy Conservation Code of New York State H0.2 HVAC SPECIFICATIONS 2020 Plumbing Code of New York State H1.0 HVAC BASEMENT FLOOR PLANS 2020 Mechanical Code of New York State H1.1 HVAC FIRST & SECOND FLOOR PLANS 2020 Fuel Gas Code of New York State H1.2 HVAC ROOF PLAN 2020 National Electrical Code 2017 ICC 117.1 Accessible 8 Usable Building and Facilities E0.0 ELECTRICAL LEGEND $ GENERAL NOTES E1.0 ELECTRICAL BASEMENT FLOOR PLANS Project Criteria: El ELECTRICAL FIRST & SECOND FLOOR PLANS Use Group: R-3 E2.0 ELECTRICAL POWER RISER Construction type: 5s E3.0 ELECTRICAL SCHEDULES Area: 4,044 sq.ft E4.0 ELECTRICAL DETAILS Volume: 35,600 cu.it. E5.0 ELECTRICAL SPECIFICATIONS P0.1 PLUMBING LEGEND, SCHEDULES & DETAILS P0.2 PLUMBING SCHEDULES P0.3 PLUMBING SPECIFICATIONS Structural Consultant P1.0 PLUMBING BASEMENT FLOOR PLANS 7 Thurston Avenue Camera/O'neill Engineers Newport, R� 02 117 Black Point Lane Pi al PLUMBING FIRST 8� SECOND FLOOR PLANS Portsmouth, RI 02871 p1.2 PLUMBING ROOF PLAN CordtsenDesign.com 401.619.4689 MEP&P Consultant James A. Koppenhaver FP0.1 FIRE PROTECTION LEGEND, GENERAL NOTES & DETAILS 304 Logan Avenue _ Wyomissing, PA 09610 FP0.2 FIRE PROTECTION SPECIFICATIONS C O R D T S E N FP0.3 FIRE PROTECTION SPECIFICATIONS DESIGN FP1.0 FIRE PROTECTION BASEMENT FLOOR PLANS ARCHITECTURE FP1.1 FIRE PROTECTION FIRST & SECOND FLOOR PLANS 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 STRICT Y IN THE CONSTRUCTION OF THE PROJECT, 1. FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT ACI BUILDINGPAPER:ASPHALT SATURATED FELT.ASTM D-226,TYPE 1.15#OR TYVEK HOUSEWRAP MANU=.BY IN+SIVING/OUT-S{{'GVGiGLIDINGGLASSDOORS.I%PANELS WITH CLEAR%'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 ST4MARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPONT.ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR IF UNITS SHOW MUNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX IN 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 INTER OR&EXTERIOR SIDE OF GLASS,ALIGN NG AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION&THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL BUILT-IN CABINETS TO GWB BITUAIINOUSMEMBRANE.GRACE,ICE&WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%M 44< CONSTRUCTION AND BRING ANY DISCREPANCIES BE"W_F FN COIc REQUIREMENTS AND THE CONSTRUCTION DRAWINGS). UNOERLAYNMFNT.SEE ROOFING SPEC.FOR MORE INFORMATION. a LNTIN WIDTH TYPICAL,UNLESS STAIRWAYS IN CONTACT WITH EXT.WALL SEALED AT GWB DOCUvENTS TO THE ATTENTION OF THE ARCHITECT.S116`11T COPIES OF INSPECTION REPORTS,NOTICES,ETC. LAMIM4TED MVEERLUMBLRaM:COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR EXTRUDED ALUMINUM USED ON EXTERIOR:USE FIREPLACE BOX TO GWB TO OWNER AND ARCH TECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. `1A+LFACTUIRER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCLMENTS THE DESIGN AND PAT T ERN AS 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 ENTRYDOOR:Wt.INSULATED FIBERGLASS BY J_LDWEN,SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB 2. DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW 3. PROVISIONS MUST BE TAKEN TO PROTECT ALL CONCRETE WORK FROM FROST DAMAGE WITH SPECIAL 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 GW3 FRAMED USING HEAVY DUTY(3 GA)Sff SON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFXo'TOYe'THICK, WATER RESISTANCE:ASTM E33L ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 28,THERMAL TRANSMISSION: GENERAL REQUIREMENTS THROWHOIJT.DETAILS NOTED TYPICAL IMPLY ALL CONDITIONS TREATED ATTENTION?AID TO FOOTINGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLING AND ENCLOSING R-15.49(CALCULATED). BOXES&CABLE/?HONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO BE MAD BY CONTRACTOR TO ACCOMMODATE MINOR VARIATIONS. THE BUILDING. ADHERED CONTINUOUSLY.WATERPROOF ADHESIVE,ASTM D-2559-76.FB=2800 PSI,E=2,000.000 PSI.STAMPED WITH GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123, WINDOW:MANUFACTURER MARVIN INTEGRITY WOOD-ULTREX,SHALL HAVE INTERIOR FACTORY-PRIMED WCOD WITH ( ) OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PANT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND INSTALL 12' AIR SEALING MATERIALS-USE A COMBINATION OF THE FOLLOWING 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4. ALL FOOTINGS SHALL BEAR OV UNDISTURBED DRY SOIL.BEARING CAPACITY OF 4000 PSI FOR FOOTINGS& PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG's. GRACE"VYCOR FLUUS',OR EQUAL,AT HEADS,JAMBS AND SILL PANS OF ALL EXTERIOR WINDOWS;APPLY DIRECTLY TO CAULK-SEALS GAPS LESS THANYZ WIDE SUITABLE FOR THE INTENDED USE OF THE OWNER ANYTHING NOT EXPRESSLY SET FORTH,BUT WHICH IS FOUNDATION WALLS.3000 PSI FOR SLABS. PARAL["PAR4LLPLSM.-fDLUIIBER(PSZ).COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING,PRIOR TO INSTALLING WINDOW.PROVIDE&INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES Z Z Lu (Do E°` REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT.SHALL BE INCLUDED. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONS-RUCTION DOCUMENTS.THE DESIGN AND COASTAL ENVIRONMENT,SALT WATER SPRAY,COLOR WHITE. VERIFY WITH OWNER/ARCHITECT FOR SELECTION& BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRRESSED INTO GAPS ui U°C D n °00 u 00 5. COORDINATE UNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OTHER RELATED WORK FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERiAEUSER ILEVEL.MODULUS OF ELASTICITY FOR FINISH OF HARDWARE 8 WINDOW ALUMINUM PAINT COLOR PRIOR TO ORDERING.UNITS TO HAVE CLEAR INSULATED, GASKETS �H� >o c o. L ALL DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL DIMENSIONS.LOCATE BEAMS SHALL BE 1,016,535 PSI,COLUMNS SHALL BE 914,880 PSI.Fs BEAMS SHALL BE 2,900 PSI,COLUMNS 2,L00 ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY G u,V Q i2 9'O PSI.CONNECTORS TO BE ASTM A-56,PRIMED,GALVANIZED ASTM A423,OR COATED WITH ZINC RICH PAINT AS NOTED BUILDING WRAP-INSTALLED OVER EXT.SHEATHING,SEAED WITH TAPE AT JOINTS ;5.- DEPRESSED SLABS,SLOPES,DRAINS. i S.RECESSED REGLETS,BO_T SETTINGS.SLEEVES.ETC. 6. CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. GLASS WHERE REQUIRED BY STATE CODE.All.OPERABLE UNITS SHALL HAVE INTEGRAL SCREENS.IF UNITS SHOW SHEET GOODS-WOOD SHEATHING,GYPSUM WALL BOARD.RIGID INSULATION,TAPED EDGES 0 °o 0c o IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS. COORDINATE WITH MUNTINS ON EXTERIOR ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR 8 EXTERIOR SIDE OF - j 0 m STRUCT.DWG's. SHEET MEAL-EDGES CAULKED U = -r-3i O 5. THE CONTRACTOR SHA t VERIFY AND PROTECT AL SERVICE LINES.AND EXISTING SITE AREA FROM FO&M.FORM MATERIALS TO CONFORM TO ACI 347.PS 1-74. PARALLAMPLi SPARALLELSTRA,VDLUMBER(PSLPLUS).COMPLY WITH THE INSTRUCTION AND GLASS,ALIGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PANES OF GLASS.%"MUNTIN WIDTH POLYETHYLENE PLASTIC-EDGES AND PENETRATIONS TAPED AND SEALED U a TYPICAL,UNLESS OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR.EXTRUDED ALUMINUM USED ON ^Z o DETERIORATION OR DAMAGE. RE/NFORCLNGBAIRS.DEFORMED STEEL,ASTM A-615,GRADE 60. RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE:CONSTRUCTION WELDED STEEL WIRE FABRIC.ASTM A-185 WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS,WINDOWS,ETC. of U RELVFORCINC.KGSH. DOCUMENTS.PLUS PSL FOR USE IN WET OCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR;USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRACTOR HAS THE OPTION TO HAVE MASTIC-SEALS AIR HANDLERS,DUCT CONNECTIONS AND..DINTS Q • i 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, CEMENT.'PORTLAND CEMENT,ASTM C-150,TYPE I OR 11. PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PS_OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.THE THE WINDOWS DELIVERED WITH THE EXTENSION JAMBS NOT INSTALLED,TO MAKE 1T EASIER TO INSTALL INTERIOR TECHNIQUES,OR THE FAILURE OF THE BOLDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE WATER:CLEAN.POTABLE AV✓NON-DETRIMENTAL TO CONCRETE. DESIGN AND FABRICATION OF THE PSL SHALL BE AS MANUFACTURED BY WEYERHAEUSER(LEVEL.CONNECTORS TO CUSTOM SILL APRON AT MULTIPLE WINDOWS.PROVIDE SHOP DRAWINGS TO ARCHITECT,FOR REVIEW. U_I81 OR FOIL FACED TAPE-TEMPORARY SEALS AIR HANDLER DUCTS-NOT ACCEPTABLE BE ASTM A-36,PRIMED,GALVANIZED AS M A-123,OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT OD•ERHEADDOO)b SELECTED BY OWNER.PRIM_6 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 WITF-CARE TO PRE VENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT, FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER. ,� AD3fiX WJ. AIR-ENTRAINED TYPE,ASTM C-260 AND WATER REDUCING TYPE A,ASTM C-494.ALL CONCRETE DWG's. FINISH CARPENTRY AND MILLWORK 1. LAIR-BORNE SOUND:WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DMELLING UMTS FROM � Va. 7. CONTRACT OR SHALL APPLY FOR,OBTAIN.AND PAY FOR ALL NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED TO FREEZING&THAWING:6%-8%.OTHER CONCRETE:2%-4%. 7'YPIC4L EXTERIOR WALL:2x6 WOOD S-LIDS @ 16'o.c.,UNLESS OTHERWISE NOTED EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF (I WORK.SUBMIT COPIES TO OWNER AND ARCHITECT. CONCREMMLiv CONCRETE READY MIX,ASTM C-94,3000&4000 PSI COMPRESSIVE AT 28 DAYS. TPPlG4L LVTEMOR WALL:2x4 WOOD STUDS @ 16'o.C.,UNLESS OTHERWISE NOTED FURNISH AND INSTALL THE FOLLOWING: NOT LESS THAN 50(L5 FIELD TESTED)FOR AIR-BORNE NOISE. 1:4PORBARRIER:LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2103. NOTE.NO INTERIOR FINISH WORK IS TO BE STARTED UNTIL A WATER-TIGHT SHELL IS ACHIEVED. 8. THE CONTRACTOR SHALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE c INTERIOR TRIM.SELECTED BY OWNER. 2.STRUCTURE-BORNE NOISE:FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR * * PREFORMEDJOINTFILLER:YZ'ASPHALT IMPREGNATED FLEXICELL. THERMAL AND MOISTURE PROTECTION CLOSETSHE MNG&S4M.SELECTED BY OWNER.PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT IS DOVET.41LANCHORS1.073.•22 GA.GALVANIZED STEEL. 1. FURNISH AND INSTALL THE FOLLOWING- GLASSSHOaEREnCLOSL'RE&BATHMMRORS:SELECTED BY OWNER. FROM PUBLIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 REQUIRED TO BE ON SITE DURING ANY CONSTRUCTION ACTIVITY.INCLUDING WORK BEING CONE BY FLASHINGRE LEM GALVANIZED STEEL. KITCHEN&BATH CABl1VV,/COUNTERS SELECTED BY OWNER. (45 FIEF TESTED)FOR STRUCTURE-SORNE NOISE. SUBCONTRACTORS.IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO FOWWA7701VWALL FLNUH.AS CAST WITH THE FINS REMOVED.HOLES AND HONEYCOMBING FILLED&FLUSH CUT 2. THE FOLLOWING SPECIFICATION SHAL GOVERN WITH MODIFICATIONS AS SPECIFIED H REIN:ASHRAE HANDBOOK KITCHLY&BA77I PLUV6/NGFIXTURFS&APPLIANCFS.SELECTED BY OWNER. SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE WITH THE TIES RUB WITH CONCRETE BRICK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. ELECTRICAL FLKTURCS.SELECTED BY OWNER. 3.OPENINGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FLOOR SLABS(LVTERIOR)FYMSH:SMOOTH,STEEL TROWEL FINISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET METAL IN COMP IANCE WITH'ARCHITECTURAL SHEE-METAL MANUAL'BY DOOR11ARDWARE.SELECTED BY OWNER. CABINETS,BATHTUBS,SOFFITS OR HEATING,VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,LINED AS REOU RED. SMACNA. MEDIC/NECABINET-MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM(MC).SELECTED BY OWNER. INSULATED OR OTHERWISE TREATED TO MAINTAIN THE RECUIRED STC RATING OF THE ASSEMBLY 9. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ANCHOR BOLTS:YZ DIA.(MIN.)PLACED W-TO.C.(MAX.)INTERMEDIATE SPACING MINIMUM(2)BOLTS PER PLATE RVTERIORSTARU.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'MIN.FROM PLATE END. 3. GALVANIZED SHEET FLASHING SHALL CONFORM TO ASTM A 653/A 653M WITH ZINC COATING OF 1.25 OZ.PER STAIRS.STAIRS SHALL BE SELF-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 SOFT.AND.20%COPPER BEARING,24 GA.DESIGNAT ON G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED. BY OWNER. PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ASSEMBLIES WITH HARD SURFACE FINISHES SUCH 45 TILE,VU000 OR VINYL GENERALLY REQUIRE ADD(IOMA. ERRORS.DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR FAILED STRUCTURAL STEEL BLUESWNETERRACE:EXTERIOR 0z BLUESTONE,RANDOM,RECTANGJu;P SHAPED SLABS AT ALL EXTERIOR ACOUSTICAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. 0 NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, 1. FURNISH AND INSTALL TIf FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION& L. NON-REINFORCED FLEXIBLE BLACK ELASTIC SHEET FLASH NG 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS&DETAILS.STONE-0 BE SET IN I' THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TENSILE STRENGTH:ASTM D-412,TEAR RESISTANCE: MORTAR BED ON CURED.SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR TO THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL DRAWINGS). ASTM D-624,DIE C-ULTIMATE ELONGATION:ASTM D-412,LOW TEMP.BRITTLENESS:ASTM D-1149,OZONE ORDERING.PROVIDE CONSISTENT Y'MORTAR JOINTS,COLOR&TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL 5.THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AR LEAKS AND.OR Z 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 RECUIRED. FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WI 0 SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE.WORK. STEBLSH4PFS,PLATE4.41V7)AAR4r ASTM A-992,ASTM A-36. EATERIORDOORAND;fWVDO►VCASI.NG.CELLULAR PVC,AZEK OR EQUAL.5/4 x6 JAMBS&HEADS w/-Y,"SCOTIA INCREASE THE SOUND TRANSMISSION'AT THE HIGHER FREQUENCIES.THIS CAN HAVE A DETRIMEN AL EFFECT ON N RECTANGULAR STEEL TUBECOLUNNS STRUCTURAL CO D-FORMED STEEL.ASTM A-500,GRADE B. 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTALL RED COPPER WHERE 8 5/4 SLOPED CAP,2 HISTORIC 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 > II. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH,DEBRIS AND SHALL PROTECT COLD•FORMEDME7AL FRADH.NG:CSHAPED STEEL STUDS,18 GA ASTM A•4L6. 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 CONS'RUCTION PRECAUTIONS CAN REDUCE THE EFFECTIVENESS OF 0. tY ALL ADJACENT WORK FROM DAMAGE,SOILING,PAINT OVERSPRAY,ETC.ALL FIXTURES,EQUIPMENT GLAZING, STEEL PIPE.ASTM A-53 TYPE E OR S.GRADE B. RAKES AND EAVES.STEPPED AT ROOF INTERSECTIONS WITH WALLS.ABOVE EXTERIOR RUNNING TRIM,HEADS OF MISC EX7ERIOR TRIM:Ix THICK CELLULAR PVC,AZEK OR EQUAL.Lx CELLULAR PVC SHEET WHEN REOURED TRIM THE PLANNED SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PRO.,ECT. ANCHOR BOLTS:ASTM A-307. WINDOWS AND DOOR CASINGS,SILL PANS UNDER ALL DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN lh".5/4 THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL SIDING. BOLTS:ASTM A-325,Y,'DIA REQUIRED TO PROVIDE WATERTIGHT/WEATHERPROOF PERFORMANCE. FIELD CUT TO FIT REQUIRED SIZE. 6.SYSTEMS SHALL BE AIRTIGHT.RECESSED WALL FIXTURES SUCH AS MEDICINE CABINETS,OR ELECTRICAL, 12. SHOP DRAWINGS ARE REQUIRED FOR STRUCTURAL,MECHANICAL..ELECTRICAL AND SPECIALIZED E%STALL.4770M COMPLY WITH CURRENT A/SC CODES AND SPECIFICATIONS AND WITH AWS'STRUCTURAL WELDING NOTE.ALL FLASHINGS SHALL LAY SUCH THAT ALL LIPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS EaTERIORRAIIJNGSAVDRALLWER&SELECTED BY OWNER. TELEPHONE.AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES.ETC.,WHICH PTETRATE THE GYPSUM BOARD. CONSTRUCTION.SHOP DRAWINGS SHAM.BE SUBMITTED TO THE ARCHITEC FOR REV EW FOR CON-ORNMMCE CODE' WORK FROM LOW POINT TO HIGH POINT.WATER-TIGHT.WEATHERPROOF PERFORMANCE OF FLASHING AND EATERIORPORCHCEILINGYEAVESOFF/TS.Ix6 BERDBOARD CELLULAR PVC.AZEK OR EQUAL AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL 8E DOUBLE SHEAR CONNECTIONS DETAI ED IN SHALL NOT BE LOCATED BACK-TO-BACK OR IV THE SAME STUD CAVITY.AN f OPENING FOR SUCH FIXTURES AND WITHOUT RELYING ON SEALANTS. EATERIORCOLUMNCOPERS:HB&G PERHA(AST FIBERGLASS FOR LOAD BEARING.WITH THE DESIGN INTENT OF THE WORK.IN AREASNrtERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH DISC REQUIREMENTS FOR SIMPLE CONVECTIONS.CONIINECTIONS SHALL BE BOLTED OR WELDED. SHEET METAL WORK IS REQUIRED, HB8G PERMAWRAP CELLULAR FOR PIPING OUTLETS SHALL BE CUT TO THE PROPER SIZE.AND SEALED.ELECTRICAL DEVICES SHALL BE THE CONTRACTORS SHALL BE BOUND TO PERFORM IN STRICT COMPLIANCE WITH THE MANUFACTURERS WELDING ELECTRODES.COMPLY WITH AWS DI.I CLASS E-70 ELECTRODES. PVC FOR NON-LOAD BEARING,SEE EXT.ELEVATIONS FOR SIZE&STYLE. INSTALLED IN FULL BOXES AND SEALED WITH A NON-HARDENING SEALANT,SUCH AS 3M BRAND FIRE BARRIER 0 BACKPAINT METAL FLASHINGS WITH BITUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT WITH VARNISH AND INSTALL THE FOLLOWING: V) CN SPECIFICATIONS AND/OR RECOMMENDATIONS. PRLVERPAINT.•TNEMEC 99 OR FABRICATOR'S STA.DARD RED OXIDE. CEMENTITIOUS MATERIALS OR DISSIMILAR METALS. MFP-4S MOLDABLE PUTTY PAD OR EQUAL. GYPSUM WALL BOARD: Z O G4LVAA7ZR�G.ASTM A-123. HATER-RESISTANT.')'2 IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. IN 13. ALL MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT:NO.'4-SHRINK,NON-METALLIC PREMIXED GROUTING COMPOUND. 6. ALUMINUM GUTTERS AND DOWNSPOUTS PER SMACNA SEE DRAWINGS FOR LOCATIONS GUTTERS:CONT FIRE RATED TYPE,,.n.fie'GYPSUM BOARD ON WALLS&CEILINGS OF GARAGE. 7.THE ENTIRE PERIMETER OF AN ACOUSTICA_ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE EtEM770N: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 @ 18"o.C.DOWNSPOUTS:CONT.2Y,.*x 414,', VENEERPIAMR.ONE COAT VENEER PLASTER ON INTERIOR SURFACES OF ALL CEILINGS AIND WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH I— Jc PRODUCTS OF ACCEPTABLE MANUFACTURERS,WHICH HAVE BEEN IN SATISFACTORY USED IN SIMILAR SERVICE CUTTING TORCHES IN THE FIELD FOR CORRECTING FABRICATION ERRORS IN THE STRUCTURAL FRAMING. CONNECTED TO PVC DRAINS:REFER TO CIVIL DRAWINGS FOR MORE INFO.ON PVC DRAINS. s F -F- ACCORDANC_WITH ASTM C-587,C-754.C-844.FINISH OF PLASTER ON WALLS AND CEILINGS SHALL 8_SMOOTH ASSEMBLY PENETRATIONS.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q � -,b FOR THREE YEARS.USE EXPERIENCED INSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT TOUCH-UPPADVE IMMEDIATELY AFTER ERECTION,CLEAN FIELD WELDS,BOLTED CONNECTIONS AND ABRADED &READY FOR PAINT. THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR U C) N DELIVER,HANDLE,STORE.AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUC IONS. AREAS O.-THE SHOP PAINT.APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7. ROOF SHINGLES SHALL BE ASPHALT-FIBERGLASS CO"'OSITIONI THREE TAB,CONFORMING TO U.L.CLASS'A' ACCESSORIES:FIBERGLASS MESH JOINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL'J' SURFACES WHERE PERIMETER RELIEF IS REQUIRED.THE SPACING AND NUMBER OF MECHANICAL FASTENERS IS - V) 4-- F FIRE RESISTANCE,U.L.WIND RESISTANCE ASTM D3462 B ASTM D3018 TYPE I WITH A MIN.30 YEAR MANUF. CHANNEL,CASING BEADS,CONTROL JOINTS,ETC.AS NEEDED, r LL O VN PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER ALSO OF GREAT IMPORTANCE IN ACHIEVING A_ISTED ST..OR IIC RATING. 14. ALL CODES,TRADE STANDARDS AND MMIU=AC T URERS INSTRUCTIONS REFERENCED IN THE CONTRAC AND PROTECT FIELD YIELDS IN GALVANIZED MEMBERS. WARRANTY.COLOR AS SELECTED BY ARCHITECT.SHINGLES SHALL BE INSTALLED PER MANUFACTURERS CEWUC77LE.CERAMIC TILE.MARBLE TILE&ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AMERICA U , D INSTRUCTIONS.PRIOR TO INSTALLING SHINGLES.INSTALL GRACE'ICE 8 WATER SHIELD'OR APPROVED EQUAL, INC.IN COLORS AND PATTERNS SELECTED BY THE OWNER FROM STANDARD COLORS AND PATTERNS OF THE 0) DOCUMENTS SHALL BE THE LATEST EDITION. QUALITYCONTROL:INSPECTION OF FIELD WEDS SHALL BE IN ACCORDANCE WITH AWS STRUCTURAL WELDING 8.PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO BE EFFECTIVE FOR THE LIFE OF THE BUILDING,SEALANTS W O SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYNENT AT ALL RIDGES,EAVES,RAKES,VALLEYS.HIPS, APPROVED MANUFACTURER.MANUFACTURER TO BE AMERICAN OLEAN FOR CERAMIC TILE AND MARB E TEC•NICS CODE."INSPECTION OF FIELD ASSEMBLED BOLTED CONVECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6,AtSC. MUST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CAULKING IS UNSATISFACTORY AS AN FOR MARBLE TILE OR EQUAL.INSTALL IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS � Z UFD ALL ROOF PWJ_E;.TIONS,AND ENTIRE ROOFS THAT ARE FLATTER LRECOMMENDATIONS CONTAINED N Z 15. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ ROOF-TO-WALL INTERSECTIONS,ARO ACOUSTICAL SEALANT SINCE IT TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT IS CRITICAL.THE O ROUGH CARPENTRY THAN A 3:12 COPE.DIRECTLY TO ROOF SHEATHING.INSTALL'ICE&WATER SHIELD'FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF AMERICA*HANDBOOK FOR CERAMIC TILE INSTALLATION'ADD MANUFACTURERSS ENGINEER. ROOF TO MINIMUM 24"INSIDE THE EXTERIOR WALL LINE.INSTALL PER MANUF.INSTRUCTIONS. PURPOSE OF THE SEAL IS TO PROVIDE A RESILIENT CLOSURE BETh'EEN ONE SIDE OF AN ASSEMBLY AND THE ►_ I ALL WOODS AND WOOD CONSTRUCTION SHAL COMPLY WITH SPECIFICATIONS AND CODE MODIFICATIONS AS INSTALLATION INSTRUCTIONS.ALL WALL&CEILING TILE TO BE INSTALLED ONYZ REIN.CEMENTITIDUS BOARD. 2 HARDWOOD FLOOR:PRE-FINISHED AND INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T8G OTHER,WHICH REDUCES THE POTENTIAL FOR FLAN(IVG NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS 16. CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTAIN,BUT NOT BE LIMITED TO,THE FOLLOWING SERVICES SPECIFIED HEREIN: u _j _ E A.AMERICAN INSTITUTE OF TIMBER CONSTRUCTION:STANDARDS MANUAL 8. WALE SIDING SHALL BE HORIZONTAL'HARDIE PLAN"('LAP SIDING WITH 51'i'EXPOSURE.COLOR AND TYPE SHALL I'x2"OR 4S SELECTED BY OWNER. TO INSTALL THE GYPSUM WALL BOARD WITH 4 MINIMR1MYc`GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL N Q DURING CONSTRUCTION:POWER,METERING,TELEPHONE.FAX.CONSTRUCTION EQUIPMENT,DEWATERING AND NU. NATIONAL FOREST PRODUCTS ASSOCIATION-NA-IONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUC ON BE SELECTED BY ARCHITECT.INSTALL OVER 15#BUILDING PAPER OR TYVEK HOUSEWRAP. INSTALL PER VLVIL SHEETFLOO&COMPLIES WITH FEDERAL STANDARD:FS L-F-L75,TYPE 11.GRADE'A',THICKNESS 080, AND ALSO AT THE SUBFLOOR.SEALANT SHOULD BE APPLIED TO FILL THE PERIMETER GAP BETWEEN THE 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 W-O".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 to 0 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-'LATE OR RUNNER TRACK 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-GP.ADE,EXTERIOR SURFACES OF CONCRETE RESIL/EATFLOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. SANITARY FACILITIES,DRINKING WATER,CLEANING AND RUBBISH DISPOSAL. E. AMERICAN PLYWOOD ASSOCIATION:GUIDE TO PLYWOOD FOR FLOORS,PLYWOOD SHEATHING FOR WALLS AID FOUNDATION WALLS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385. CARPETFLOOR:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. 9.INSULATION INDICATED TO BE PROVIDED IN A WALL ASSEMBLY SHALL BE THE SAME DEPTH AS TI-E WALL STUD ROOFS INSTALL ONLY AFTER ALL SUBSTRATE AND PENETRATION WORK IS COMPLETE,FOR CONTINUOUS SEAL. PAN\:'7:INSTALLED PER ML4`a_IFACTURERS 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 L (I)PRIMER COAT AND(2)FINISH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP 8 BOTTOM INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSULATION,AS-HIS WILL REDUCE THE ACOUSTICAL SUPPORTING DOCUMENTATION,WARRANTIES,CERTIFICATIONS.OCCUPANCY PERMIT,STARTUP AND TESTING OF 2, ALL STRUCTURAL LUMBER SHALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINTING.APPLICATION MAY BE O E OF TIMBER 10. SINGLE PLY EPDM MEMBRANE ROOFING.60 MILS THICK,FULLY ADHERED,SURE-SEAL DESIGN A,BY CARLISLE OR BY BRUSH.ROLLER OR BY SPRAY IF PAINT IS FORMIJALTED FOR SPRAY APPLICATION.INTERIOR PAINT SHALL BE PERFORMANCE OF THE ASSEMBLY. ` _ BUILDING SYSTEMS,CHANGE OVER OF LOCKS AMID RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CCNSTRIICTICNS"CONSTRUCTION MANUAL.' NTROVEO EQUAL.INSTALL PER MANUFACTURERS INSTRUCTIONS. M.A.B.OR APPROVED EQUAL.READY-MIXED PAINT SHALL NOT BE THINNED,EXCEPT AS PERMITTED IN THE x J FOLLOWING,PRIOR TO FINAL ACCEPTANCE:FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS AND r 10.RESILIENT METAL COMPONENTS:RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT i2 c , 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED BASED ON MICROLAM LVL AND PARALLAM PSL PRODUCTS APPLICATION INSTRUCTIONS.COLORS TO 9E SELECTED BY THE OWNER.CONSULT WITH PAINT MANUFACTURER FOR COMPLETED PUNCH LIST. F 11. FLEXIBLE,100%WATER-BLOWN.OPEN&CLOSED CELL POLYISOCYAIATE SPRAY FOAM INSULATION.FIBERGLASS PROPER PAINT AND PRIMER TO BE USED ON CELLULAR PVC. ALL NAIL HOLES&ROUGH FINISHED WOOD TO BE FILLED CHANNELS POSSESS A SPRING ACTION TO DECOUPU AND ISOLA T E THE COMPONENTS THEY CONNECT,WHILE 11 BY WEYEIRHAUMSEP,.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE i c BATT INSULATION,DEPTH DETERMINED BY STUD OR JOIST.INSTALL JUST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLYIPIG PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COATS. PROVIDING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS. A CONCERN IN THE INSTALLATION OF � (�� STRESSES AND SECTION.PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. � v/ SITE WORK ROUGH ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIPING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPECIALTIES.KITCHEN ACCESSORIES.BATH ACCESSORIES,FIREPLACE HARDWARE s MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE � 7 I. PERFORM ALL WORK IN THIS SECTION 11.1 CONFORMANCE'NTH THE FINAL SOILS COMPACTION,GEOLOGICAL 4. DESIGN,FABRICATION AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL 8E IN GYPSUM BOARD INSTALLED PRIOR TO SPRAYING.INSTAL THE FOLLOWING PER MAVUFACTLMRERS 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 � � Z REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: *LXTAMOR IVAM-t-R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SYSTEM.AN EFFECTIVE INSTALLATION TECHNIQUE IS TO PLACE SCREWS ONLY BETWEEN q ABSENCE OF THE NNECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOILS A. SUPPLEMENT TO ENGINEERING BULLETIN*SE-266.DATED 4-19-60 OF AS.DIVISION FHA I-L-61. ROOFS;EXPOUSFDCEILINGS,C4NTTLEI ER$OIEM4NGS.R-38 OPEN CELL':X-SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES z STUDS OR JOISTS.THc CHANNNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND THUS A MINIMUMj4' a B. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS REPORT#17LI4.5,DATED 9-6-86. BARRIER. , ENGIN°ER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT.IF A I. THE BUILDING HERMAL ENVELOPE SHALL 8E DURABLY SEALED TO LIMIT AIR INFILTRATION.THE SEALING CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQUIRED.THE RESILIENT CHANNEL SHALL BE O C. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.O.I.70. BANDJOIS7S.R-21 OPEN CELL SPRAY FOAM. ■ O DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY EXISTS,CONTRACTOR SHALL NOT PLACE METHODS BETWEEN DISSIMILAR MATERIALS SHALE ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION INSTAL_ED PER NJANJ=ACTLRERS INSTALLATION INSTRUCTIONS. a J FOUNDATIONS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT/ENGI'ZER. ROIJOLM.R-58 CLOSED CELL SPRAY FOAM. 5. FOR TRUSS CHORD AND WEB MEMBERS.PROVIDE DIMENSION LUMBER OF ANY SPECIES,GRAZED VISUALLY OR G4R4GECEaRVG.P.-30 OPEN CELL SPRAY FOAM. > '0 MECHANICALLY,AND CAPABLE OF SUPPORTING REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN 2. CLOSED AND PENETRATIONS E THE BUILDING ENVELOPE SHALL BE SEALED WITH LS CAULKING MATERIALS OR 11.PIPES AND ELECTRICAL CONDUITS SHALL BE CONCENTRICALLY PLACED WITHIN THE WALL AND FLOOR/CEILING . �' o v: 2 PRESUMPTIVE SOIL BEARING CAPACITY IS 2000 PSF ON UNDISTURBED SOIL.ALL CONCRETE FOOTINGS SHALL VALUES ACCORDING TO AF&PA'S"NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION'AND ITS PARTYSEPAR4T101YWRId 3Yz'FIBERGLASS BATT ATTENUATION. CLOSED WITH GASKETING SYSTEMS COMPA ISLE WIT THE CONSTRUCTION MATERIALS AND LOCATIONS. �. FIRL�S7bP:ROCK WOOL OR THERMA FIBER TO ACHIEVE RATING. ASSEMBLIES,UNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. �' �- BEAR ON UNDISTURBED SOIL OR ENGINEERED FIL.BOTTOMS OF FOOTINGS SHALL BE 3'-i'BELOW FINISH 'SUPPLEMENT*. JOINTS AND SEAMS SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE N GAR4GESEPAR4T70NWALL:R-21 FIBERGLASS BATT. n, GRADE(MIN.) L'NF tn7SHELYF/VERED NB4SEMENTSEPAR,4770N IV.4LL:R-15 FIBERGLASS BATT. VAPOR-PERMEABLE WRAPPING MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 12 REFER TO OTHER DRAWINGS,DETAILS AND SPECIFICATIONS FOR ADDIT ONAL INFORMATION PERTAINING TO WALL. i W r- 6. FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. e z C4,4 >_ 1 LNFINISHEDBASEMENICEIL7NG:R-30 FIBERGLASS BATT. AND FLOOR/CEILING ASSEMBLIES. � ^/ 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE 7, UNLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY FINISHED B.4SEME.NTCFJL/IVC;:R-30 OPEN CELL SPRAY FOAM. e ■. LO HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS FN4SHE DfWR/M IERBASEAIENT IfALL:R-14 CLOSED CELL SPRAY FOAM. 3. OUTDOOR AR INTAKE AND EXHAUST OPENINGS IN T EGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 13.THE FOLLOWING ITEMS SHALL BE CAULKED. a GASKETED.OR OTHERWISE ACOUSTICALLY TREATED,WHERE - /� % �,�I INDICATED ON DRAWINGS WITHIN PARAMETERS LISTED. ,M�UDMLL:FOAM SILL SEALER BETWEEN ALL EXTERIOR WALL MUDSILLS AND CONCRETE FOUNDATION WALL. WITH NOT LESS THAN A CLASS I MOTORIZED.LEAKAGE RATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF L OCCURRING AT DWELLING UNIT SEPARATION WA LS.CORRIDOR WALLS.AND FLOOR/CEILING ASSEMBLIES. W (�), ' L. ALL BACKFILL AT STRUCTURES,SLABS.STEPS AND PAVEMENTS SHALL BE CLEAR GRANULAR FILL.PLACE IN DOORSAM)WTVDOWS:CONTINUOUS.LOW EXPANSION FOAM SEALANT AT ALL PERIMETERS.ADJACENT TO CFM PER SQUARE FOOT WHEN TESTED IN ACCORDANCE WITH AMCA 500D.GRAVITY DAMPERS ARE PERMITTED t • S. SHOP DRAWINGS,SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROPOSED FRAMING.NOTE.DO NOT FILL EN IRE VOID.TO PREVENT FRAME DISTORTION.APPLY MINIMUM AMOUNT OF TO BE USED UN BUILDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. m 8'LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. STAGGER&OVERLAP JOINTS IN MULTI-LAYER GWB WALLS&CEILINGS � c t RI BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. CONSTRUCTION,SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AIR SEAL GAP. DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: Y�SEALANT JOINT AT GWB TO SUBFLOOR&CEILING AT DWELLING UNIT SEPARATIONWALLS �' A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SP LA ACE FROM TnE EXTERIOR SHALL BE EQUIPPED WITH = t 12. JOINT SEALERS TO COMPLY WITH MANUFACTURERS INSTRUCTIONS APPLICABLE TO PRODUCTS AND Ya`SEALANT JOINT AT GWB TO SUBFLOOR&CEILING,GWB TO DOOR FRAMES CORRIDOR WALLS 5 _j 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY.ROCK OR GRAVEL LARGER THAN 2'IN a. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS:ELASTOMERIC SEALANT:ASTM C-926, F CLOSING DEVICES. FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORRIDOR WALLS&SEAL AT BOTTOM OF DOOR ° /�� ANY DIRECTION,DEBRIS,ORGANIC MATERRIAL,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 � z W 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 U.INCLUDE BACKER ROD AS NEEDED.SEALANT SHALL PROVIDE PERMANENT,AIRTIGHT, 5. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED TO LIMIT AIR SEAL EXHAUST VENTILATION DUCT JOINTS AND SEAMS WITH MASTIC � STRESSES ON ALL MEMBERS INCLUDING PLATES. WATERPROOF SEALS WITHOUT FAILURE. LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES.RECESSED LUMINAIRES SHALL BE IC-RATED SEAL WIRING PENETRATIONS THROUGH TOP AND BOTTOM PLATES OF STUN WALLS y • 6. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9. HANGERS,FRAMING ANCHORS AND FASTENERS:PROVDP AND INSTALL STAMPED AND FABRICATED STEEL OF DOORS AND WINDOWS A GASKET OR CAULK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING.AND LABELED AS MEETING ASTM E 283 FOR AIR TIGHTNESS.RECESSED LUMINAIRES SHALL BE SEALED WITH PUTTY PADS OR APPROVED EQUAL 1 SEAL ELECTRICAL/CABLE/PHONE BOXES TO GWB WITH 3000 NSF. THE TYPE INDICATED AS REQUIRED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC SEAL WIRING INTO ELECTRICAL BOXES&RECESSED LIGHT HOUSING TO GWBLl 1. REFERENCE STANDARDS FOR DOORS AND WINDOWS S-A"BE AS FOLLOWS: o N USE.NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR.MANUFACTURER TO BE'SIMPSON"OR PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING % 7. BACKFILL SHALL BE BROUGHT UP EQUALLY ON EACH SIDE OF WALLS.DO NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SHALL BE PROVIDED.ALL HANGERS AND A. UNDERWRITERS LABORATORIES.INC.:BUILDING MAT ERIALS DIRECTORY. 6. THE FOLLOWING SHALL BE CAULKED,GASKETED,WEATHERSTRIPPND OR OTHERWISE SEALED WITH AN AIR ° a. NATIONAL FIRE PROTECTION ASSOCIATION:PAMPHLET#80 STANDARD FOR FIRE DOORS AND WINDOWS.. SEAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STUD WALLS CURED AND ARE PROPERLY BRACED. ANCHORS SHALL 9E GALVANIZED. BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL.ROCK WOOL AND FIBERGLASS BAIT INSULATION ARE c. NATIONAL WOODWORK MANUFACTURERS ASSOCIATION:I S.1078:WOOD FLUSH DOORS. SEAL PLUMBING PIPE PENETRATIONS THROUGH GWB : -� 10. ALL HEADERS AT BEARING CONDITIONS SHALL BE SIZED AS SHOWN ON DRAWINGS. 0. AR LEAKAGE:ASTM E283. 'NOT ACCEPTABLE AS AN AR BARRIER MATERIAL. PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH TUBS AND SHOWERS o O 8. REMOVE ALL EXISTING FOUNDATION WALLS AND FOOTINGS PRIOR TO CONSTRUCTION OF NEW FOUNDATIONS. E. WATER RESISTANCE:ASTM E331. SEAL TUB AND SHOWER DRAINS TO SUBFLOOR&SHOWER ENCLOSURE TO SUBFLOOR AND WALL a II. ALL HEADERS AT NON-BEARING CONDITIONS SHALL 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 SEA-THE FOLLOWING LOCATIOl'IS BEFORE INSULATION: SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND R e- 9. EXCAVATIONS AT STEEP SLOPE BANK AREA TO BE NO GREATER THAN 3'-W BEYOND NEW FOOTING LI,*. OTHERWISE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM E283-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 LBS.PER MUDSILL TO FOUNDATION&RIM JOIST TO MUDSILL&TOP PLATE TO RIM JOIST PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS TO GWB w SO.FT.&SHALL BE CERTIFIED AND LABELED. SUBFLOOR SHEATHING TO RIM JOIST 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 T&G AND SQUARE EDGE JOINTS SEAL RECESSED HEATERS(PTACS)TO GWB is UP TO L'-O` (2)2x6 F N I IT W AT EXTERIOR W INTERSECTIONS CONSTRUCTION. WHEN NEW CONSTRUCTION IS COMPLETE.THE GENERAL CONTRACTOR SHALL REGRADE L. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS PARTITION ALL STIRS E E OR ALL t TERSE OVS INSULATE DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSEMBLIES c W-0'TO 6'-0" (2)2x8 TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. -CP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT 6'-0'TO 9'-0' (2)2x10 � „ SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB EROSION. 5. BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR 8 SHGC REQUIREMENTS: DROPPED CEILINGS,SOFFITS AND CHASES o FIXED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION U-FACTOR:0.45,ENTRANCE DOORS , SEAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB 4 ATTIC KNEEWA�LS AND JOIST CAVITIES UNDER ATTIC KNEEWALLS 12. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNNING PNAPAi.IEL TO FRAMING.PROVIDE SOLID BLOCKING SEAL CLOTHES WASHER VALVE/DRAIN BOX&DRYER EXHAUST BOX SEALED TO GWB 11. FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN,PROTECT LANDSCAPE ITEMS,THAT U ER ENCLOSURE TO SUBFLOOR BATH AND SHOWER DRAINS TO SUBFLOOR UNDER ALL POINT LOADS AND COLUMNS. U-FACTOR:0.77.SHGC PF<0.2=0.40.SHGC 0.2<PF<0.5=0.48.SHGC PF>0.5=0.64 TUB/SHOW SKYLIGHTS:U-FACTOR 0.50&SHGC 0.40 SEAL BUILT-IN CABINETS TO GW9 ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM THE AREA ON MASONRY FIREPLACE TO SUBFLOOR FASTEN CEI LNG MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT CEILING P 13. FURNISH AND INSTALL THE FOLLOWING: 6. CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER MARVIN SPECIFICATIONS.WOOD-ULTREX ELECTRICAL SERVICE PANEL UV EXTERIOR WALL OR TENANT SEPARATION WALLS Z THE SITE PLAN WHERE THE BUILDING IS TO BE .ACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DATED 5-Z7-17 INTEGRITY OIJTSWINv FRENCH DOOR AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE W0004JLTREX SERIES INSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH OPENING PREP&FLASHING DUCT JOINTS AND SEAMS SEALED WITH MASTIC St REGISTER BOOTS SEALED TO SUBFLOOP PROVIDE VIBRATION ISOLATION OF FASTEN WALL BASE MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT FLOOR i THE OVERHEAD GARAGE DOOR TRACKS.OPENER w/RESILIENT HARDWARE z • IN APPROVED LOCATION. LGHTFRAMLYGLL7MBER:ALL TOP AND BOTTOM RATES,WALL STUDS SHALL BE DOUG FIR LARCH BTU)GRAD EXHA HVACUST EXHAUST VENTILATION DUCT JOINTS AND SEAMS SEALED WITH MASTIC OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED L SIDES.19%MAXIMUM METHOD A-1 MEMBRANE DRAINAGE SYSTEM DATED 12-22-IL. MOISTURE CONTENT.Z'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 THE FOLLOWING. 0 IZ. FURNISH AND INSTALL.IN ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ANY AREAS INDICATED ON STANDARDS.AITC 105. WIRING INTO ELECTRICAL BOXES IQ-HE SITE PLAN, CLEAN LOAM AND GRASS SEED.COORDINATE WITH AL_OTHER SITE WORK. TREAMOLU•VBER:SOUTHERN YELLOW PINE.#1 GRADE WITH FRESSURE PRESERVATIVE.TO BE USED FOR ALL PRE-HUNGI.N ERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT NON+IARDENING CAULK-SEALS GAPS LESS THANY'WIDE i MASONRY,CONCRETE OR GROUND.TO BE USED FOR EXT.WD SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES 9 EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY, STANDARD ANSI/AHA 155.4-1982 AND NYIY/DAI.I-86,SEC 3.73(B).MANUFACTURER MASONITE CORP.OR ARCHITECT AIR SEA THE FOLLOWING LOCATIONS AFTER GYPSUM WILL BOARD(GWB)INSTALLATION: 9 DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDSILLS. I BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS 14 13. FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOTING. APPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS.COLOR AND STYE SELECTED BY ARCHITECT AND/OR Y,,"SEALANT AT GWB TO SUBFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS R BLOCKINGANDNALLER&DOUG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE OWNER.MER,4TED.FURNISH AND INSTALL AT GARAGE-TG-HOUSE DOORS TO ACHIEVE 20 MIN.FIRE RATING; GASKETS-NEOPRENE•RUBBER FOAM SURROUND PIPE WITH CRUSHED STOW NE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH DOOR FRAMES&WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS MOUNTED ITEMS,SUCH AS,CASEWORK,SHELVING.HANDRAILS,RAILINGS,BATHROOM ACCESSORIES.PROVIDE ACOUSTICAL SOUND MAT MEMBRANE INCLUDE GASKETS.THRESHOLDS,ETC.FOR UL TESTED ASSEMBLY.DOORS SHALL SELF-CLOSE. ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL.FURNISH AND INSTALL DRAM PIPE. FIRE-BLOCKING AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB c BASED UNDERLAYMENT AT WOOD SUBFLOORS y CLEANODUTS,ETC.,AS NECESSARY&DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVIL DRAWINGS. S EXTERIOR DOOR:MANUFACTURER MARVIN INTEGRITY WOOD4JLTREX,SHALL HAVE INTERIOR FACTORY-PRIMED ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR GYPSUM WITH PE DSUBFLOOR:APA RATED F ADV HALL TONGUE AND GROOVE.GLUE&NAIL.ADHESIVES CONFORMING WOOD WITH FIELD-APPLIED PAINT FINISH EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE 8 SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES WITH PERFORMANCE SPECIFICATION AFG-0I SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STARS SEALED WITH WEATHERSTRIPPING ON COVER INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATER SPRAY.VERIFY RESILIENT CHANNELS-DIETRICH RC DELUXE RCSD �o ROOFSHBATHING.APA RATED V"EXTERIOR GRAD.PFMVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATER WITH OWNER ARCHITECT FOR SELECTION&FINISH OF HARDWARE&DOOR ALUM114UM PAINT COLOR PRIOR TO RECESSED LIGHT HOUSING TO GWB SOUND ISOLATION CLIPS USED WITH METAL FURRING CHANNELS ;e THAN 24 0 C. RECESSED WALL HEATERS(PTACS)SEALED TO GWB o WALL SHEATIIIVG:APA RATED)'Z COX PLYWOOD OR i6'ORIENTED STRAND BOARD(OSB). ORDERING.VERIFY ACTIVE PANELS ON DOUBLE SWING DOORS,PRIOR TO ORDERING.PROVIDE SHOP DRAWINGS TO GYPSUM WALL BOARD(GWB) v ARCHITECT,FOR REVIEW. HVAC GRILLE AND DIFFUSER AND VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES � 0 I FLI 313.17 G 312.42 G 311.25 G 311.83 FLI 307.67 G 306.92 52 55 FLI 297.17 FLI 301.67 G 300.92 G 305.75 G 306.33 54 53 C 1 FLI 294.67 G 296.42 G 300.33 C2 A FLI 2/o G 293.33G 299.75 58 57 56 C 1 23 25 SIGNAGE: FL1291.67 W/p I XI- SALES OFFICE t W/o G 291.92 C2 A 21 X2-SALES PARKING- G 290.9260 59 C 1 19 X3-SALES PARKING-i, C2 A 15 17 CLUSTER w X4-SALES PARKING+- X5-SALES PARKING*-- en,nn 11 13 TER X6-DO NOT ENTER q CLUS X z z►U 1 0. E m X7-DO NOT ENTER Y N 0 a y Go u v OUSTER LANE o CLUSTER Z O w U s CLUSTER AA H O N C11c �,q Y L O FLI 313.17 0 0 y o ac CLUSTER B � 17 7 D 32 G 312.42 V = y o CLUSTER CC 50 FLI 305.67 Z LI[ ^Z U gate to be fence 15 B L G 304.92 locked at ail hainXi k C� Q times 22 u rn c 15 ZL 31 FL1312.17 18' FL1294.67 m �0 `^ choinlink fence 79 G 293.33 51 B R '° G �' A 13 Y R w G 311.42 0 gate c 27 D C. BL F 5.67 r FLl 293.67 O 20 7° r 92 JG05.92 n Vy/O BR r z 11 ZL FL1311.17 G 292.92 0 9 Z R 28 G 310.42 46 0 0 306.67 D c 25 81 G 294.33 305.92 C 1 O G305.92C2 mFL1294.67 pR 9 18 m rn m7 YL 27 FL1310.17 FLI 295.67 t 306.67 A '° rG 305.92 G 309.42 G 293092 O 18 O 82 305.92 �` `^ ,mo 5 R 26 23 A G 294.33 O M C2m c m Z 305.92 A r Z C 1 G 294.92 �. -0 44 16 3 Z 25 FLI 309.17 FLI 295.67 DR ➢ O _ 0 r G 308.42 21 3 43 G 304.42 G 24 0 W/o 86 16 ° Z 4° 7 O � 1 YRO Z G 294.92 �^ n C2 O 14 note: �Q FLI 296.67 0 40 C 42 FLI 305.17 maintain entire length of w `^ 19 p G 295.92 m n 5 A G 304.42 international drive free FLlW/o 17 87 B L 14 0 � B L O 304.92 N 4 from dirt times at all \��o 87 c G 295.42 \o eQ 12 A G 303.83 co, Z Q C1 I304 33 39 0 C 1 41 note: ,�o ��`c i'\cdo NO TRESPASSING oc �o J O G 297.42 n © 3 530650 signs on all gates Boa �`p�� coo a 0 FL1297.67 91 DR 17 C2 10 4 ro oc coo NOTE: N sales spa ,� FOR DIAGRAMMATIC PURPOSES L IJ C) W/O 12 C2 04.33 parking sF , ocSONLY. REFER To CIVILG 296.92 FLI 298.17 c DRAWINGS FOR ALL RELATED V) a89 G 297.42 C� Z G 15 A � +directional SITE WORK. -J .�N G /J Qp ® const.sign A- "ADUNIT Z) NA FL1�08.17 92 10 GNG 297.42 37 BL 8 p Q BR-"B RIGHT"UNIT0 G 297.42 C 90 FL 303.67 O BL-"B LEFT"UNIT U -t- G 2.92 CI- "C"UNIT.MASTER UP -+- G13 C2-"C"UNIT,MASTER DOWN 1- O DR-"D RIGHT"UNIT Z = ZG 296.42 6 y DL-"D LEFT"UNIT DR 8 94 �,o C 1 p�f F . G 302.42 YL-"Y LEFT UNIT J FLI 298.17 O 11 C2 �•F mac+ 36 I F.p 1J1 ZR-"Z RIGHT"UNIT U Q Q Fw- W/O FLI 297.17 co 4 0 FLI 303.17 ZL-"Z LEFT"UNIT Q N G 297.42 A +stop sign G 302.42 95 G 296.42 om 30l 42 C 1 W/0-WALKOUT 6 27 O 2 97 C Or <0 9 G 295.83 FL 302.17 C2 2 +stop sign flag man+ G 302.42 G F G 300.83 '9 A O -� C1 3 FG30192 G 296.42 4 ���� �.rz C 1 96 34 © ��O CMG 25 O A �, , G 300.83 6 18 c! F P s,F� O �- FLI 297.17 98 G 293.42 ® Gs� (� 9 23 W/o 2 1 +stop si C 1 ;Pe G295.83 C2 2 FL1294.17 © O 16 BL i W 99 5 C2 G 293.42 A 21 Z .y 101 G 302.42 O 14 s ClGl 11 G 300.92 G 295.83 3 A G 292.83 FLl 303.17 C2 �1P o w CIGs� 10 0 G 302.42 O 12 '9 C 1 FG 300.92 ° Q F-A Cl Cl 12o .. i LO 16'x5O' �� .E� G 302.42 Gsl anti-tracking I C 1 F,� A G 289.42 pod cro 8C, 17 G 300.33 1 � � 10 lG 103 \\ �cc G 301.92 A `f��� 13 C1 LO N FLI 00.17 gate \c��`k�` G 289.83 Post Frail fence 9 8 y N C 1 FLI 302.67 15 ^^``• G 289.42 8 cro 78 FL1 291.17 G 301.33 C2 bla top W • 104 A G 289.83 10 G 288.83 l o , (V gate for construction G 298.42 FLI 288.67 105 6 �� entrance&exit to be 15 1 77 G 289.83 13 '4 r-- C2 unlocked&open during C 1 0 W/O 1`�11 construction activity only. FLI 291.67 FLI 299.17 ^^`` G 287.92 G�JS at all other times this gate 13 A 76 G 290.92 G 298.42 , W 109 4 must be closed&locked C 1 A15 D L C,4G 72 C� •- SrF�flkl ,f- 1 1 G 291.83 Q. !� 11 G 297.83 BL F L 1 293.17 �� J 7 70 G 291.83 C 1 16 TZ 2 � G PPP 9 G 292.42 FLI 294.67 7n V C2 blacktop, C`�s C 1 69 G 293.92 co 9 O 06 � G 5 1 p 7 A O G17 G 297.83 - - J�. A 107 G 289.42 R,M 5 C 1 O B 3 F 290.7 O S F C gate for 7 emerge G 297 83 G W/O C(UST 3 e FLI 299 17 C 1 G 289.42 12 c(USTF N F FR GG 1 construction L 18 c 108 R✓� traffic only& ( C k A all 2 !G 5 ---- - ---- r, 1 G 288.83 STER E times 0 �� G 298.42 E DR 75 8 (US re by CL TER FF o C 1 19 74 n US 6 r s 110 C L 6 G FL1288.67 CLUSTER TER DID Z $ 21 � FL1299.67 W/p FLl 291.67 73 C 1 � O G 298.92 G 287.92 W/O D R 4 2 G 298.42 RTI ® ® ®-_ G 290.92 G 290.92 D t` 4 � ` DR � Q DL 1 71 FLI 299.17 1 W/O 22 BR - ------.- I FL1293.67 = --- - -- - I LLU --- W O 67 65 G 298.42 C2 s o O G 292.92 2 FL1294.67�� �� 23 W/o FLI 295.67 G 298.42 a UNIT B LEFT W/o G 293.92 G 294.92 0 a + t DECK ABOVE 12"COLUMN t' 8„ COVERS 8„ O GO\G. I I 1 I SONOTUBE (-73.0 `-10"GONG. I '-OOTINGS— 50NOTUBE I i V_4" I' 12'-3" -4" FOOTING A3.0 I �. _ Z W 7 O O, 1 1 -i-� W 2 ODD O� I BLUESTONE I �L'�"1/ t`L���•1/r `A ¢ g'o I 1 - { , / { / 0 W V 5LA5 1 ,51 t ,t.�T� oe p W . o f p o c U EGRESS WELL It U ^Z o w/STEPS °C U ------------------- -----------------------4---------------Z - �- -------------- r----------- ---•---------------------- Q + --------- ' 3763CSPIT 137b3 LSPIT-'3Tb3-CSFiT`--------- ----- -----3T6SCSNIT--- REBJ-- -3Z6YCSMT----- - I O i-------- ------------- - ---TEMPERED- P.) TEMPERED----I r i r -------_ _---- ----------------------- --�- HE LL ------- 1 O 1 1 I I I I II p ---------------- ----------------- ------ ----------------- I =I (3)�X6(TYP.) , t� r IIlv 1 'D a i 2x4 STuD WA;_L,J i oa a 1 '! 0 1 SEE DETA;L.S— o I I 22"W x 13"D , w I f 2 i i SOFFIT i 2 2 ; i �-22'W x 3"D i WALK-W �' 2 A3.0 A3.0 - I 5OFF- 1 } I 2x4 P.T.WD.NAILERS®I6"o G 1 - O 1, I i I I CL i A3.0' 6 � I REGE55ED INTO GONG.r=ND. I I WALL,SEE EXT.ELEVATIONS 2x4 P.T.AD.NAILERS 0 16"o.c. REGE55ED INTO GONG.FND. i i '� i - -� i I I i '� I WALL,SEE EXT.ELEVATIONS I ' I ' ' i SEE DE 1 2xG STUD WALL. FINISHED ; ; ( `---- ----------� ; - 4 -vD VrA_L, FINISHED ; V SEE DETAILS BASEMENT -A LSBASEMENT I 1 I 1 I I I 11 b'-5 , O , I I I I 1 ~ + z I I U I 1 U• 1 I I I 12'-5%a" 1 ' 1 I '2-5✓4 0 lo I 1 I I * f N •+b MC ----T� Mc I eke -r > —`' WALK-IN tib _ �, , 1 1 1 Itiuj U I 1 I I U CL ° I r-� i I� ' Z-1 in z I I I I �" I_ d I I , 10 1 q'-O' IQ I { ' I I I in `r 101 '-— li'-II" q-O" I \IQ I I I �- I I �I I I t l 1, + > > UP I 1 I I I I I UP I I Ico 1 I ROD&SHELF J I I I '-! I 1 , I I 36,H1GH J `I GUARD/ 2x6 INT.WALL W O I�A�H! -J i I GUARD/ 2x6 INT.WALL At� , I O Vol� x � HANVRA�L c I I I -- I I I I HANDRAIL-- c I O 1 1 w- - I I I I --- ' 1 \ w- I I r------ V� 7 N 4-21" m ; I L f 1 Ln °32"x60"TUB I I-�1 i I 32"x60"TUB I Q rT� I v W/SHOWER�i i I r+ I I 2x6 INT.WALL ul YW/SHOWED'` 110 f 2x6 INT.WALL t i I -� N r I I I I 1 fi 2x6 INT.WALL I ' I I I I 1 2x6 INT.WALL ' ( 0 -_ I z ; I 1 1 1 I _ , ' ! z I 1 I I 1 _ , + _ O t i � +b i i i i i � i � O � +b� h0�J STAIR 1 I 1 I I `�, O��� STAIR - t 1 ,( iC� I I I 7F 1 in J N I I �f �fin in 2"x 2'x4 — 12'xI2'x.4" I ( 0 5'-6" ' + DEP2E55 ON 2x6 INT.WALL i I 5'-6' + DEPRE55l01v 2x6 INT.WALL + EJECTOR PIT/ , EJECTOR P T/ ' CL N 5--AS PUMP FOR I I`-��„ N SLAB F=,jmP FOR BATHROOM HOT I ;n BATHROOM HOT} i j N uj Q 1- ----- WATER( I p uj N 0 1 I ----� I ' 1 f AN 11 ------------------------------------- -J 1 I >_ I J I L_f J_'L- �- J 2_ I O I ' l i I-� I 11, t WNEX AVATEq UNFINISHED HVAC ! I QNEX A�VATEq I UNFINISHED HVAC ; j ' I O I ' to ' 1 0 i ' OUTLINE O, + + 0 1 " $LAB ON' O ' OUTLINE OF 1 1 , = 1 I ' I UTILITY I , 1 1 - I , , `LAB ON' I , UTILITY —� f + ' 1 dJ I 1 1 1" IGRADE I r I I STUD AALLa I ;p I I r- (GRADE I STUD WALL ' jI , ABOVE(TY,.) , , I j I I I ABOVE(TYP.) 1 , ' 1 I EEC. EEC. ' i I z Anl1 P NEL i i i I --I--� _q i PANEL Lr- � U.' - � ------ �- --� r I ' I ----- �- --1 __j I o `� , I i I I � O I I t I J O" � I Ib'-O 1 � I f4'-•.O _ ' 10 18'-10" I I r----� I 1 I 1 ul f I I 1 O CIO z I I UNEXCAVATED I I O z I • + I I UNEXCAVATED I � j I I I ry _J a) w o r----- r— z I I SLAB ON GRADE I Q I z( + SLAB ON GRADE 3I 0 1 �, i i i I 3I I I ujI , I I w 1 i I �( I I I U. 0 + 3' I ' + �� I 3' 1 I I ZI h W I I wI , I I Z. , wI Z' Al • o of I I aj of ' Z. I ' ' 0I ' Z. I L I ♦-I I I Q, Q I I X g J I I I 1 0 1 , tJ 1 I p xo I 1 0 I I 1 1 fz' i I 0 I 1 JJ, I + 1 d I a W I Q t I I I I Q i y + I X I , + I 1 ' _ t I x I0. 1 I I I 1 a ---------------------- ------------------- I ' a I ---------------------- 1 w L 0- I ---------------------- ------------------- J 1 Q I ' J �-- ---- , I i '-- ---------------------- -------------------1---- o t/) ' IL------------------------------- -------------------------------- ---J I 0 0 I A3.0 j m I L ---------------------------0--------- g- J L+-_ O I 4/a' OY4' I _ 17-4g'a" ib'-3' '-IOY4" I t� 0 2'-O" Ib'-b" I a-b" , I w , I f BASEMENT FLOOR PLAN W/ WALKOUT 2 BASEMENT FLOOR PLAN SCALE:1/4"=V-0" SCALE:1/4"=V-0" sa 2 0 FLOOR AREA"B"UNIT: w 4 BASEMENT: 796 SQ.FT. r? FIRST FLOOR: 1,583 SQ.FT. SECOND FLOOR: 1,665 SQ.FT. TOTAL: 4,044 SQ.FT. tj GARAGE: 406 SQ.FT. a 0 2' 4' 8' E VOLUME: 35,600 CU.FT. 3 4 0 1/4'=1'-0" u a" 56,H.PVC, A3 0 �-COMP051TE f GUARDRAIL DECKING W-D;E)G� ALU`�1. iC GUTTER A3 0 GUARDRAIL 9Q�y'�E�S``//''�N�� b'-3 FLAT ROOF BELOW Z Z w 00 E$ F3L--\t�cN-�f'l� me ]CV U o 12"GOLUNN V vs a a�i o R w COVERS _4" ;._4, .4 �-ti M" Q w °'o O i r-i r r-i oe p uu+ L c t pp o �.. -- --------------- ---------------- - - COMPOSITE Q j Q N o ROOF - WD. DECKING U s s 3 O - A30VE I V ~z ' LA35'-O" oc U GUARDRAIL w/ _'-6Y 8-6y `t 8 �' �'-IY b'-IOYZ" '-7" b'-sY" 6'-51�" S Q GATE 56"H. - 4 - -- - - --- --4 �" 2 2' ABOVE GRADE S ------ -----------------'----- -- - -- --------------- T---------------- ------}� -- -- - G �• SL. DMC -(2 2 6 CS T- + ITEMPERED I_ TE EKED,,_' �S 6 f- 1 1 3763 C MT 3763 CSMT 3763 CSMT 3763 CSMT 3763 CSMT TEMPERED T 3763 CSMT I I I 3060 DH G�e• 3060 DH g I ry iy TEMPERED TEMPERED _� ' I 10 1 0 1 ,n ~ i ° i z r--.�C't IFC7eERF.R--- IFMeERFA `u. n ' u -/3.j 2X6 "rP.) (TYQ., -i 1 � I I I N Z ( I r t I '•�' a N 1 4'-VZ:, �/ �} I x a 1 nl 3/2Xb T''P i- 1 N 1 M iI1 3 m f -- ------- I p N t- _go I I V 4-G" i- I WC a I � -- I 2 1 g I MASTER u- _ 1 2 1 _ - 4 OP-iONA-36 _ A3.o , 1 s.a w o r- f _- -1 p Aa.o Z -'k cl 01 l, AT 1 W. IREFAB OAS 1 1 2_ -_�j O"TIONAL 36'rr 'n i i `n � i ,`�° 1 I j F REPLACE j A� i Iun T. I t Oi I 1 In A3.0/ - I PREFAB GA5 -�- 'I SOFF I I i i �p 1 FIREF�AGE LIVING I WATER ' ' N 0 ROOM O 3 I METER I i I I 1 1 = I KITCHEN o I I I I q-eye'I I --� a _ i�-6 " J CLOSET 1 , 1 _ L_ I -�- w/ I i ---1 I I ( _i I MASTER o o m WEATHER I 12�i8 INT.._WALL I I I =_7'---"� BEDROOM 1 o. 0 o -B STRIPPED i I I i I Z - z= I DOOR 8 I ' ,n 1 GL IG.�T. I I I I 1 I c 'O O HEATER I I p w 1 � �I L I I i 5OFF T ABOVE 1 � I sn <i 210"I I��� I I I �I i(� i uI 1uj a 42 r IN.w/36"REF. M! 1 54'FIN w/48'REF. I 2'-5y4 I V )_1 SEA I I N I CA I I I y I I tu t b-O G_6.HT. I 1 I ' u 6-2�' 1 1 I p IN SHOWER m � N -.-._ In V I 1 V S W/ I 1 L-------------- ---- ----------------J UP _ _ m A• I i M EMP ER `r r 0 I 36 GH REF •+b J `� t`�O. I I N GLASS D00 +10 I �i O M GUARD/ e a 1 1 h 1 CV ry ti 31 1 I .-v , , O I c N +ANDRAr I I I ti I I _ Z O w ROD 8 SHEL Z b"xlb r o In N GR_LE f ram--. i f 1 i �- -3E"HIOH - SINK I i J -� -� ',f. A/C I I F I GUARD/ m I F ' � m CL 'o° _ N 1 1 I HANDRAIL 1 i Cal I-O v bit ill S. c' J u, i I <n °� a I= -f- 3 t PANTRY I � 1 �. 1 1 O OLn _ -4. 6�• N I ^5_0�PeD m 6. LAU 11 N 1 I a 1 I N U- I I O Z J N I LK-IN `� = STAIR T lo' 'n o DINING a r, S A `'�. �- ( I V� - pN i 1 Z LL_ cif N I R EQ I 1 Q Q a t O 1 ad I I ROOM I 14 I DN 8. O I I I CL o 2X6 I T.W L til i i in O I 1 In CL z _1 ' a 1 n 1 I I I Iii O m 15 E 2x6 INT.WALL — d' I 1 WC 1 U J ui WC L-A/C O 1 I co w ' HALL 2x6 INT.Wi LL i w U Q c'�• 8'-I"CEILING z �I 1 = I I ~ I r ROOF t K Pam) I p UNI 15 in I 36"V NI1TY 0o ABOVE / 66. ry N I ON I I I X N 1 1- `� 2'-4 dJ �.; CON.. I o I Q_ BATH I En u� � 32'x60"tUB I MUDROOM u,l I,° I (x In r- L o n1 —''� PAD I 1 I Ix I O FL E b° ;;3 3 °W/SHO ER ' Ln •+� I L V -, I \ r I�GLG.HT. CHASE I �+ I l ! W I -- ,q n iti t6, P I f. Z: FLAT "' FLAT 1 �� BT F R00F -r - �� ROI fl SHELF tV N �. I I I O a, ui BELOW I w G Hll I In E FLUE 2X6 INT.WALL 1 a — 4'_6Y" I '_ I I- v N T- 0 — I -_4'-0' q'- 2'-O"16-ion 2'-O" 2 `�' 2X6 CHASE I �,I Ft -_�� ,I-.•.-- ry FOYER ° 5EL1=-GL051N6 20 I ' ,� I I A�RRArc �sTON TYP.) _ MIN.RAID DOORS B'-I"CEILING--) I m < 1 I U L ^1 n In I 30'X30" ' s I a. I = W "r ,m �° I w ° tn ' I ATTIC I�' ���I °+ °�_\ a F_" I � Z —�I "��`�J�. `D i � j i ACCESS ---� 6�, �" ? �' i o MC F, 0 1- i 1 1 to S. I ^^ c • Lij 0 L__ M = °t I `J Oa L __ •+'O� IL Iun I I N 6B. 5'-I/�I i ` o ■ O I L" ' J 12"COLUMN Ay2'' `' W_ N I "' I� BEDROOM#3 w °�' i , Lo L GONERS—'� - GARAGE WALLS _ I 13._IL rn _ -1ch u I J CEILING TO HAVE 5/a' I o to Q TYPE"X"GYP.BOARD--� I f 1 a-O' o =n 1 W r-- 3 GLG.HT.- RILi+------ -`�-' 1 w ^' / 1 z N GARAGE I BEDROOM#2 "o a_o„--j--p i ` �1 Q/ /Lo I_i .�_ I -. _ _ —————————————————— O --------------------- ---- 1 �GLG.HT. W rQ r I 10 v' W Lo EGRE5`K fNINDOWS,. I �`. p 0 i in /�� • o DEN I I " I O� dYTT 36'rV.PREP AB O O 1 (^(P o 7,4A-T'11G ERE ES i '\ N V I N `z I i I ' I O (2)2Xb O� o THAN HAyE RELE.45E I �� I ' r— i ;,.x�HANI�'r!5 TO OAS FIREP�AGE I in 2535 2535 2535 2535 2535 ALLOYV-OR CSMT CSMT CSMT CSMT CSMT -4vERGEI C-ES -E / SLOPED i I - -_---_1- --- -� GLG.I TEMPERED ------- --------------- I E•DM PAN V_ 1 ��(2)3759 SMT ;t S ..... 4 16'0'x8'0"OVERHEAD �� - -- L-___ Ldl ° - -- z In I O m 2_q 3'-3Y�" s3'-3Y�" 3`_q„ 2_„yz" O In �A3.0 -' o, (3)2955 CSMT (3)2955 CSMT to - ------------------ ---------------- '1'-O 4'-4' 6-O 56-0 A3.0 z 2 SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE:1/4"=1'-0" • FLOOR AREA"B"UNIT: w V BASEMENT: 796 SQ.FT. Q FIRST FLOOR: 1,583 SQ.FT. $ SECOND FLOOR: 1,665 SQ.FT. TOTAL: 4,044 SQ.FT. a GARAGE: 406 SQ.FT. 0 2' 4' 8' VOLUME: 35,600 CU.FT. 4 0 0 (-ALUM. 'K GUTTER C OD I ZZW 76 E coo' 1— G W U — r—, r—, , r—, r—_2 UA aear— °tp C Ov I i _ _ _ L J l_J l J l J DiCK U = t CL 3 � BELOW aD LINE OF WA-L 5ELOW z u Q D.S. D. D.S. 0 I I I f D.ISI I � t I I I I 2 i 2 I I ALUM."K"GUTTER I I I I I 1 � I N I I Z 0 ZaPmH ROOF INEM5RANE, l'I PER FT.SLOPE Lu I I I j � I I ' Z i � Q I D.S. ; [L, 70 110 L.L. ALUM. Il"6UTTER o I I 4- N j Z lf► I z o p.ISI O Q Q di W Q I-- FLAT ROOF D.S i I 5ELOW I` EPDM ROOF O _J e MEMBriANE,Ya I o D.S. PER FT.SLOPE i lI i I I 'W 1 1 �L 0 I o L NE OF WALL 5ELO1N >`. LO _ , I V I N LO BRICK i W C� VENEER I 4 C N CHIMNEY - O - - S I F r I ----------------------------------- ' f ON o;S, D.S.o - ------ I------ - ---- ATER S D.S. tj ALUM. K 6U O RAILING BELOW- r- a 0 � I ALUM.X GUTTER� A3.0 'o c a 4 ROOF PLAN SCALE-1/4"=I'-0" w ro I; ti 0 �d 0 2' 4' 8' U a 4 I/4'=1'-0' 0 WINDOW/DOOR NOTES: I. ALL WINDOWS/DOORS TO HAVE MUNTIN PATTERNS,AS SHOWN ON ELEVATIONS. 2. REFER TO FLOOR PLANS TO CONFIRM WALL THICKNESS. 3. PROVIDE CUSTOM SIZE WINDOWS AS REQUIRED. 2'-O" L. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. BLACK ALUM. 1'1'1 0 -FIBEROLA55/A5PHA_T -METAL FLASH NS AT THE HEAD OF I 1 '� �-F 5EROLA55/ASPHALT � 5 METAL FLA5HIh AT THE DEAD OF I 1,+, , CAP` / I I I ROOF 5HINSLE ALL WINDOWS�DOORS(TYP.) I t I I 1 �BLACK ALUM GAP ROOF 5H NGLE ALL WI NDOW5 E DOORS(TYP,) I 1 1 1 1 1 1 THIN5ET BRICK J i' 'I',' �THIN5ET BRICK VENEER- -- 1 ' '�� III 1 1 III VENEER Z Z W N O E a I I 1 I 1 1 +�Ii+ A3J t2 - -_-_ _ W c o ov __.__ - U V I 1 1 1 t ❑ ;','I','I 0 UA U �O 12 ,',',','1 �,Q W c d of po •♦I'I'I 'I -- 5TEPP`ED METAL - 5 Q 0 STEPPED METAL - y - ♦ I'I'1'I't - 0 r-- �o c'° FLASHING AT ALL ----------- 12 a fT/�.TRIM AROUND STEPPED METAL ----- ---------------- ,I,1 1 1 1 B I cu, r- U = 3 ROOF TO 51DEWALL R❑ r 12 �,...• Ix PVC-R M® FLASHIN6 AT ALL Z r ------- -- ♦ I',', 1, p�� F_A...,N�AT ALL U ^z o I 1 - , T v % EAVES DOORS AND I 1 1 ROOF TO 51DE3NAL- cc V Ih T ERSE.,,IONS(TYP.) , ♦ W�O ROOF TO 51MENALL ♦ ;';';','; INTERSECTIONS(TY= qc 1 1 1 QAt<c5 TYP.) INTERSECTIONS(T1'P.) I I 6""K'STYLI=WHITE z I ♦ A_UM.GUT T ER5 w/ p NH TE ALUM. 1 - - - - I 1 5/4 PVG TRIM 36"H.PVG I 1- ! 1 = I ' I ' i O_ x 3'hHITE ALUM. GUT'-ER3../ 1 - - G i AROUND GUARD¢AIL I O I i I 1 11 1 Q LEADER5(TYP.) G �` 2 x 3 nH TE I p I p I Z OOR5 AND ALU`�. ' 0.� I ♦ A NDOW5(TYP.) 1 1 D[ I Q t I�,1 I 1 DECORATIVE LEADER ', ' - - - � RA L NO p I I O cPDM P,AN 1 0 I W GEMENT30ARD 1 d� I I I I I f TYP.) ,I I.I I nH _ O L-PDM PAN I ,I I r I 1 t- y"$LU_STONE GA t I Q 1- 5DING,5Y4" !'I' = -�* REVEAL '0 1 ' ' T.O.SUBFLOOR -- -_--I 2 I _---- - ------ _------------------D-.S-. -- -=--w-.�-1 ------------- I 1 I T.O.SUBFLOOR r—FLAT EPDM 12 ROOF f2 12 I - -DEGORAT VE 121 ¢AILING _. --- - VL '1'1'1'I'I '1 -`- -- '/I GEMENT50ARD 1 I [-_Ipn ED1F-11 5/PVG TR M ` REDVEAL5Vd I I F- ( ❑ CORNER5(TYPJ I I I I I 1 I I I Q t l l O I ___._ , 3: * I I I I �JL Z 5/1 PVG TR. M Q ,I,,, f O 1 (�+( II I111111111 II %. 1 1 1 1 11 I 1 1 1 1 1 1 1 1 1 I I 1 GOQNEQS T YP.) uj uj T.O.SUBFLOOR ------ -----------A- - -- -- --- --- I 1 _ ,! '!I i'i 1!I i ,'! - � . --- - - -�I-!_l-L --- T.O.SUBFLOORiiIII C11--FINISH 5RADE GEMENT30ARD i i I I ' FIREPLACE ' ' BLUE5TONE TERRACE �12'{SQUARE Full ri GRACE 1 ' I 6A3.1 SIDING,5Y4"RE'/EAL i I WATER METER ' I r�_--^-T�---- i I 1 t I I I I`� I I LEADER INTO , q3 2 I \ I 1 r ter- n r ~-++-- I 1\ TERMINATION I I ON GONG.5fJAb COLUMN , - 1 --------------- --__ CLOSET „ 1 1 it ° 1,1 ° 1� I I r I I ' GC�VR OVER ' 1 I t DRAINAGE I I Z O 1 1 , ------------------------------- JEYOND 12 SIAi �. I I II a Iiil u 1 „ N- I --GUARDRAIL>"/ I I rJ -------------------, rJ L-----------' L�5YSTEM(TYPJ-J I --,r I I GATE 36 H. I I WD.GLUMI♦ i O COLUMN ' ' �-- -�'k-- I I I I I I I I GGVET�/CR I 1 1 ' u 1 u I I I I I 1 J I I I 1 I I I I WD.COLUMN ' I I-.��_l I'L mot..- i I I I I 1 iT I I Af30`�/E GRADE I F- N II'--II--f1 i i i i I I I I Ik _��__�, _��_ =-,r- ,ilk=-,r- I I I I 1 Iary 11 a dll a I, I I EGRESS I ' I 1 I I W V � ✓--WINDOWS IN I It- -------1-----�- I I L-u WELL C/STEPS T.O.SLAB w N+N A.2--- --- - ---I-i I I I I B J L L T.O.SLAB Br L J L ----------- O Z ----------------------------------------`-`---- I Ci// V) L--------- --------L----------------------------------------------------J . 'Q Q t FRONT ELEVATION SIDE X I SCALE:1/4"=I'-a" I Z SCALE:1/4"=I'-O" W J W Q Q � N �--FIBERGLA55/ASPHALT �-METAL FLASHING AT THE EAD OF O III 1 I T"BLACK ALUM.GAP ROOF 5H NGLE ALL WINDOW5 8 DOORS TYP.) 1 t I I t II Illlltl O t'k-THIN5ET BRICK I I I _ f2 - VENEER '�'�'�I J 'I A 1211 ♦ t, I I I A3� J -� A" � \ �( J ♦♦ Qt 'I ---STEPPED METAL. A3i ♦� 8�} I FLA5HIN5 AT ALL - ♦` .,\ �/ t ROOF TO t2 -- , U. --------- ---------- ` ` s PVC ♦ �� '1 51DEWALL IZ - - - - �------------------------�♦ O /a P/..TRIM ♦ , ♦ y AROUND r� ♦♦ `♦ I NTER==CT ON5 6 K STYLE , DOORS AND - - -.- ♦ ♦ 1 TYP.) by TE ALUM. J WINDOWS ♦ I' 5UTTER5 w -- - L Lo 'T`!P) -- f I `♦ '; 2'x 5 WH TE -- °d O - z ♦ ;' ---(o' K"STILE ALUM. _ i r-- - - ;- -- --- - _ - • +^� i ♦ D S• ' WHITE ALUM. LEADER - 1 ❑� i ❑ ^, G_>_NENTBOARD 0� 0 I - --I I SIDING,54 I'Q Qi I 12 ,I OUTTER5 IN 2'x 3 (T"P.)- �- �= REVEAL NHi-E ALUM. LEADERS(TYP.) 1 De a 36'H PVG Q1 I DECORAT I I _W n1 5'JARDRA L i 1 Q RA LNG i .9 + I W T.O.SUBFLOOR T.O.SUBFLOOR I i CA A_ --------------- ------------------------ --------------------------------- 514 PVG TRIM CORNERS -- -------- - BLUESTONE (TYP.) �1 GAP D.S. • WATER .S. - METER I� ?D_S, -ry CL05_T t'� BEYOND - r ❑❑' r-------� r-------� O I , r T.O.SUBFLOOR - ---- --- ---------------------- -----------—-—-——-——-—--- - ------ ----- -- I T. O.SUBFLOOR I I I I ---- ---- IZ"SQUARE t I I 1 I COLUMN /1 I I I 1 1 1 I t COVER 1 i i i i 3 i i i LEADER NTO BLUESTONE -FINISH GRADE J PAVER TERRACE -/ I I 1 ' DRAINAGE SATE 36 OVER WD. ' ) V l .A3.1 J V l COLUMN- ( 5Y5TEM(TYP ABOVE 5 I I i �U 1 LI-------� L-------J I I I w I I I I I 1 I ' • I I 1 I I , I ' I I ' I I I , I 6 T.O.SLAB _-i-+-----------------------------------------------------------,- B T.O.SLAB L----------------------------------------------- ml/ ----------------- - - REAR ELEVATION 4 SIDE EL {J SCALE:I/4'=I'-0' �-FIBER6LA55/A5PHAL T METAL FLASHING A-THE HEAD OF 1 ROOF 5H N�LE ALL WINDOWS 8 DOORS(TYP.) BLAGK ALUM.GAP I'I'I I'I I1111111 THIN5ET BRICK \`\ A3.1 �I�1� �1� VENEER -I I I 1 t212 111'1 '1 1 I 1 I I�I�I�t�l �/a PVC TR M � STEPPED METAL ---- --------------- E STEPPED METAL �-� - - ,I,I, ,I, "' co a AROUND FLASHING AT ALL � r �� ,I,I, I I � FLASHING AT ALL W�� c co 02 DOORS AND _ ,!I I, ', ROOF TO 51DEWAL- N y' >o c a ROOF TO 51DEKALL I ! ►- "_ WINDOWS(TYP.) - / I I I ,' INTER5EGTION5(TYP' d-- 21- INTER5ECTION5 P.- I I l i C"'V c 6"„ "'5TYLE WHITE 0 ~_ -a c ALUM.OUT 1 cR5 w/ U = t 3 - .-Iti U 36 H. "�"+c 3"'r�HITE ALUM. U GUARDRAIL ~ I , 1!III $: LEADERS(TYP) z _ ' 1 i'i i:I,i ;p J Q U DEGORA-/E �RAILINO } EPDM PAN-- 0 i ; T __ 2-)"5LUE5TONE GAP G ----- -------- �- I I T.O.SUBFLOOR ------------- ----- .------ - -----r2 �2 FLAT I 12 .� ROOF 1 12 FT I 1','�I,', I, GE�ENT30ARD _ ii iiiiiiiiii;�ti SiDING,SY4" RE VEAL j ,� ,�,�I�lili 1� �' I �� N0 1 1° �'1'1'I'I' I' [X[Y:S. 5 I I I 1 I I I /4 PVG TR � , GORNER5 T YP J 1'I' II T.O.SUBFLOOR N ----—------------- - --- --------- ------ -- --- - ---- :�rL�i1_L_- -- ---- - I Z 11 II I !I I_' li u 1 1 1 1 1 1 1 N j j l i i i j U ' I I ` I FICyI jH GRADE I I 1 ui 5LUE5TONE TERRACE/ �All 2 I SGU,ARE �' --�'i I LEADER INTO \ i i � 36 H.PVG 1 " 1 I I �; I O\GONG.5LxAJ GbL'JMN I I 1 1 I I I I . G VAR OVER I I I I DRAINAGE GUARDRAIL I I I GEMENT150ARD i rj I--------------------� G 7LUMN r� L----------J ' 5Y5TEM(TYP.)--) " 11 51DING,5Y4 I I ' ' l u FIREPLACE REVEAL , r---- L----------------� - - I I --------------- --,-- I I T TERMINATION 1 12"5QUARE COLUMN i i i i i i 1 1 STEPPED I i i i i i I Z O COVER OVER i i i t i u FOUNDATION WALL i i i ; i i I ' O 04 O Ng.COLUMN 11 i i i i i i I I Q N I! 2x4 P.T.WD.NAILERS a 16"0.c, I I 1 I I I REGE55ED INTO GONG.FND.NALL I i i i i I I T.O.SLAB D -- - -------------------------------------a--------------1-I-----------i --------------------------------+--i- D ------------------------ J L------------------] ------------ J L---------------------------------------------J L w +- I 1 I I 1 I I I I I- J------- w I i FIN151•�GRADE-- i ; , ----------------------------------------------- (}�) I � O N rJ `� rJ `------------------i � SIDE ELEVATION w/ WALKOUT 0 Zw D 1 I 1 ' 3 - ----------- "-i SCALE:1/4"=1'-0' N o x a Q - Q CL w w FIBEROLA55/A5PHAL T - METAL FLASHING AT THE HEAD OF T i`i�_ -� '-T U J W Q Q ,',', BLAGK ALUM.GAP BLACK ALUM.GAP U I ROOT-SHIhGL E �/ ALL 1NINDOW5 a DOORS(TYP) � N � I k-T-'INSET BRIG±G TH NSET BR GK VEN'ci=R� -- 1 VENE ER �� O 12 sit ' - 5TEPPED METAL 12 12 Q'Y A g 'I FLASH NO AT AL_ - --- - �`. A31 I; ROOF TO ----------------------- 5/a PVG TR M ----------- ------------ 1 51DENALL t2 - -- ----- AROUNIJ \` i INTERSECTIONS 6 K STYLE DOOR5 AND `� (TYP.) NH TE ALUM 7 GUTTER5 W/ WINDOV�S =_ , �� __', 2 x 3 WFI TE (TYP.) - i O I � I I - w O- I -b""K'STYLE ALUM i ❑ In - -- v i ` L)s; '' WHITE ALUM. LEADERS - I ; _ --. J O GEMENTBOARD p►� a I O I I - ' 6UTTER5 Al 2"x�'fyf' -� i 'v= SIDING,5Ya" Q =n Q! I 12 dJ J O 1 WHITE ALUM. • \ I �� co REVEAL O {2 A / i LEADERS(TYP.) - 36"H.PVC I ; DECORATIVE GUARDRAIL- Q Q i RA LING TF T.O.SUBFLOOR _ - - ------------ -- ----- -IL - -- T.O.SUBFLOOR -- --'------------------------- --------------------- --- ----------------------------- - 5/4-VG __ TR M `�"2 N CORNERS - --- - - - --- `: BLUESTONE --- --- -- -- C) (TYP.)- - GAP 3 i ! f)S: _ A31P I * { 2"SQUARE f 1 n` (; p i i COLUMN _ Q S I - - O I' �� COVER OVER i 1 HE S. ,nATcl:c - i � E METE . ❑L _' NO.COLUMN O R `_. - 1X CL05ET ,S, �n ffl; , _- - BEYOND - EEL T.O.SUBFLOOR - - T 0 SUBFLOOR - ---------------------- ------------i_--------------- ------- I -----J' IL------------�I- - --- ---rI-,--i----r,----11 -—-—-—-—-—-— 12"SQUARE Ll COLUMN GO`/ER - i LEADER INTO FIN 5H GRAD u OVER WD. i DRAINAGE / u COLUMNrJ t__5Y5TEM(TY" G�ARDRAG .D 0 L------- u i 1 2x4 P.T.V�D. i l , NA LER5 r _n --_ -- � - 2x4 P.T.WD. - ---t r--ri--�T--r.- REGE55ED INTO I I'- 'cQ I I i I I I I I I LLJI+ � NAILERS u '2"SQUARE I I I I I I GQLJMN END OF GONG. ( I I' r REGE55ED INTO i i i t COVER OVER FVD.WALL _ I ` WD.COLUMN END OF GONG. I I • I 1 FND.WALL u B T.O.SLAB I - -- --- ----------------------- ------ B T.O.SLAB ------------------------ - ------- -*�--- rl FIN15H 6RADE i i i i LEADER INTO I I I A3.1 I 1 1 I DRANAGE SIDE ELEVATION w/ WALKOUT i -------------------- SY5'fEM_(T---)_-_� L ) I 1 I I I SCALE:I/4'=1'-0' REAR ELEVATION w/ WALKOUT SCALE:1/4"=1'-0. FEAT EOD1,1 ROOF SLOPE Y4"PER FT. i SLOPE)'4"PER FT. 12 V: -0- 12 ........... 12V z z lu E UA C 4x) M M: Lu C P.- ac jo uA 0-a C3 0 c 0 L U u z o u MA5TEIR ! A EPRFO! PECK 6 C. I 5r MASTER -1 0 HALL BEDROOM#2 GUARDRAIL BEDROOM Iit f I O F111 li 111111111 T.O.SUBFLOOR O\L 2 0 0 7 7 Nil` INSULATE PERIMETER OF 5ARAaE (Typ! KITCHEN MUDROOM o GARAGE T.O.SUBFLOOROC- --------- -.5LO-P, -eF-fKf:r—-—-—-—-—-—---- Xx----3 T.O.SLAB 9 DOOR -G 1 N5UL ATE V) 0 FLOOR OVER z 04 UNFINISHED C) 0 5PAr.E(TYP.) FINISHED i2"5OvAF;ZE UNFINISHED mum COL.",N BASEMENT INSULATE�NALL5 UTILITY Lu co/ER Ol/ER CN P\P COLUNAN A;JACENT TO UNFIN15HED 5PACE(TYF 4 0 j T.O.SLAB Z r Ot B �o Z 0 < < BUILDING SECTION Lu SCALE:1/4"=l'-0- u V) < Lu u < 0 1 1 V) 12 112 0 A Nm 12 z iz. 9tv 7— U. 0 j 0 FLAT El=Di u- Lo ROOF— cc 12 12 C* *4 Lo -4 T.O.SUBFLOOR\OL 2 c w c� CN T.O.SUBFLOOR u T..0.SLAB B 0 0 A K--- BUILDING SECTION SCALE:1/4"=1'-0" ROOF GONS-RUGTION, 5EE WALL 5ECTIONS-1 2xb WD.LADDER 36'H.PVC ROOF GONSTR.GT ON w BLOCKING a ROOF CONSTRUCT ON, ROOF GON5-RjGTION, �GUARDRA L fn 2x WD BLOCKING ' SEE WALL 5EGT ON5- METAL b"o.c.--� SEE WALL SECTIONS METAL SEE WA_L SECT ON5- BETWEEN RAFTERS—� - AL M.�K' DR P DRIP 1 DECK CONS'. GUTTER _0,12' EDGE `IV SEE HALL ROOF CONSTRUCTION, EDGE - SEGT'ONS SEE WALL SECT ON5 10 - -_-_- - ALUM.°'<°' METAL --_ - -v ry v -_-_-- _-_-_- ----------- - - GUTTER > I Z Z W j v -co DR. 12 12 -� I oVG _______________ 17/11 u'y��„ku cc <o ,o�w EDGE _ TR N', r'' - _ - - - -_- - - - - - - - - Ix PVG I C w U ALCM. K� �'� I PAINT - - - - - - - - - --- - - - - - - - TR M, -.� O o GU"'TEe _ '"r" --_-_-_-_-_ - -------------- PAN" I = ° .0� N / 51MP50N H-4 OR -n '__=_M___=_______ '�rPVG ___4_�_==_______= m '� � F V V �� `v �G 7/4' H-5 HURRICANE - V CLIP®EACH -__-_ PAINT _--_-_-_-_-_ _-- Q _ r- i o !x PVG _ _ _ _ _ _ _ - . Ix PVG RAFTER(TY") TRIM, I- ME,! = x8 PVG - - - --- - - - - - - '}— , MWD.BLOCKING PAINT m Ix PVC -R M, _--_- _ _- 54 PVC TR M PAINT Ix PVG ®16"o.c. *r I ,- BEADBOARD PAINT 15/4 _ _'_ _ _-_ PA N`— -- b;° P.T.WD.BEAM ii BEADBOARD 5/PVG TRIM b" I �' -12"5MARE _-_-_ HALL I 5/ I j � � EXT.WALL EA.SIDE OF � � EXT.DIAL_ -_,�_-- EXT.YrA_L , a PVC TR`�( b I v �-12'SQUARE � C.U Ix PVC TR N,/ ( C,ON5TR,C,TIov. i COLUMN GONSTRUG-ON. GONSTRUGTIGN, I EA.SIDE OF , COLUMN PA h- -� SEE WALL BEAM,PAINT GO`/ER OVER _ 5EE WALL _ _ SEE WALL i , 2'SQUARE BEAM,PA NT COVER OVER a SECTIONS WD.COLUMN SECT ON5 - 5EGT ON5 COLUMN , AD.COLUMN VNINDOW Ara I -� ( GO/ER OVER I f SCHEDULED ND COLUMN � MAIN EAVE DETAIL 5 PORCH EAVE DETAIL MAIN RAKE DETAIL DORMER RAKE DETAIL DECK DETAIL CH EAVE DETAIL SCALE:1-1/2=V-0' !f� 7 --- --- — --- 0 9 &r-YK SCALE:I-I/2'=I'-O" SCALE: I'-0' �J SCALE:1-1/2'=1'-0' SCALE 1-1/2"=1'-0" SCALE:1-1/2"=1'-0" vi Z O NOTE N TYP.ROOF GONST. PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE& WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED. uj • A5PHALT/FIBEROLA55 TYP.FLA-ROOF GON5T. RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES TYP FLAT ROOF GON5T. ROOF 5HIN6LE • EPDM ME EAVES.RAKES.VALLEYS.HIPS.ROOF-TO-WALL •- -- • 5#BUILD NO PAPER MBRANE EPDM MEMBRANE INTERSECTIONS,AROUND ALL ROOF PROJECTIONS,AND ENTIRE __ 5/8'EXT PLYWD SHEATH NG 12 • 5/4 T sG EXT PLYWD, ROOFS THAT ARE FLATTER THAN A 312 SLOPE,DIRECTLY TO • %"Tse EXT P_YWD. TYP.FLAT ROOF GONST. -- 5HEAT-4 NO - ROOF SHEATHING.INSTALL"ICE&WATER SHIELD'FROM THE SHEATH'vG _ � • ENGINEERED ND ROOF 12 - - 'J '� TRU55 w SPRA`'FOAM - _= • 2x 0 TAPERED VND. EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR • 2x10 TAPERED WD _ • EFL MEMBRAh� -EXT./HALL GON5T.. - EXT.WALL GO\5T EXT.V�Ar_L GONs� RAFTERS�a b'o.c. RAFTERS 0 Ib'o.c. • 5/4"T@G EXT.PLYND �- SEE 7ETAIL 2/A3 N5ULAT ON r _ SEE META L 2 A3. WALL LINE INSTALL PER MANUF.INSTRUCTIONS SEE DETAIL 2/A3 ¢ O SHEATHING -- _� _ 2x4..LG.JO 5T5 2x4 GLG JO 5'S 1- 04 - • 2x10 TAPERED NO. _=___:___= • �x PVG BEADBOARD • Ix PVC BEADBOARD U-11 C) RAFTERS a Ib"o.c. -- T.0 SUBFLOOR T.O.SUBFLOOR = _-__\ T.O.SUBFLOOR _ T.O.SUBFLOOR - CV 2 Jk ------ 2 —----- _=_= 2 -------------— ------------------------------- -- off .� 5LOPE Ya'PER FT.I _ SLO"E/4 PER FT - 1-0 EAVE w/ r '' I -7 : - GU i TER, EAVE w/ i ; EAVE w/ ' 3"` } SEE DETAIL-,---, GUTTER , i GUTTER, - Q of ----- --` `- SEE DETA L-�i - 5EE DETAIL - ~ O '\ l-SECOND FLOOR 5 :;e_=' SECOND"LOOK i _ SECOND FLOOR U —i N T SEE TAI A3.1 ,r _- ' , - CON5T SEE DETA L 6 i GON5T.,SEE DETAIL LLB Z GO 5 >_�PE TAIL _ 10 I 2/A3 i TYP.SECOND FLOOR.GON5T. 6 i J 2/A= A3.1 2/A3.1 Z (� N EAVE w I FINISH FLOOR , SEE DETA L I • 3'a"T8G PLYV-0 I i I i a J T 5U5FLOOR i , i Q tii 12'5oUARE Q I N NOON A5 • 12"FLOOR JOIST I I N Q GO�JrIN W 1 I I • 5/"GYP.BOARD,PAINT ' I i Iuj COVER OVER ' SCHEDULED - a { i I O vUi Qp N.D. OLUMN� m l OIi i Q ;TYP.EXT HALL O ! Q DOOR A5 - - SGHEDU_ED - ' `A I = I• CEMENT ►- 12'5GUARE ; m i 2'SQUARE i m ,[ l GLA=BOARD -1 GOLJVIN - DOoe A5 COLUMN { - DOOR A5 p L-- TYP.TERRACE ' ` w • BUILD NO ARAP Q B COVER OVER ' SCHEDULED (X 5b H.PVC COVER OVER O SCHEDULED ' P�• �1 `�! WD.COLUMN 1 ' WD.COLUMN--- 1 ' O =n •Y2"EXT. L F KD 0 dJ °n GUARDRA L 0 • (r'2 RANDOM �, SHEATH NO TYP.FIRST FLOCK GONST, 1 ' BLUESTONE ON D5E � • 2�.6 nD.ST DS � • 4'RE N.GONG.5 AB T" t' • FINISH FLOOR i- b'COMPACTED a 6'o.c.w/ rl . 5/4"TeG PLY^D. 1 Z C-RAV_L BASE O l SPRAY FOAM SUBFLOOR I COMPACTED 50 INSULAT ON I • 16"FLOOR J015T •Y2"GYP BOARD, I -FIRST=LOOR GONST. PAINT g/e"GYP.BOARD,PAIh� FIR5"-FLOOR GONST., �-F R5T FLOOR GONST., a U. SEE DETAIL 2/A3 _ SEE DETA•L 2/A3. I ! 5EE DETAIL 2/A3 -S_OPE Ya R F F SLOPE Ya"PER FT. ' T.O.SUBFLOOR — —_—_—_ -- _, _,4 I jj�T.O.SUBFLOOR ( T.O.SUBFLOOR — ———— _ I T.O.SUBFLOOR —_— — — — — __,1_—— _ W O ------------- F N.GRADE - l --- A3.1 CIO .. _ 1 -� —�11_I -••r -j -- - �'=111—III=1 �- _ C . 'Al=—=_I —__—_ — —_- ,_,__• � ' —I I� I I—III _- - — — —I —_�—_—__—_—_,—__ t r- -� — P T.NO.LEDGER w/ `' 1 I=_-_ .°• I I I I -► I� I I I I!I I I,_I 11-1 I�,! 1=1 I I-I I-I •:°•_- MEAL FLASH NO ON TOP� � N � Lo z i l l •° LEI 1 l-11 i I_!I I-1 I I—I I I I!—III - P.GO\G.FND .MALL GON5T. I I 1=1 I I—I 1 I—III z TYP.DECK GONST. E -!— • PROTECTION BOARD O'GONG. -- c_ i " N `9=III I• I=III_ -III •, =I I •a • WATERPROOF 5Y5 T EM 50\OTU5E �' `� -III a I i • GONPOS'TE DECK NG Q W I LEI 1 _ • 2"REIN.GONG.WALL FOOTING i I—!I a - ; � 2x 2 P.T.HD.JO 5T5 a I6'o c cq �FOUNDAT ON WALL A I I = •/2'AIRSPACE -I 16 - ---- - - --_--` -_ t-= '- FOUNDATION WAL_, 1 1 I SEE DETAIL 2/A3 (-11 • 2x4 NO.5TUD5 a Ib"o.c. _ __ I I-I I SEE DETA L 2 A3. I r— .t °•• I L,I J II I II I =1 I I _ w/SPRAY FOAM =11• INSULATION(FIN.AREAS) TYP.PAVERS III—I I•• �' I I z O 8 FOUNDAT ON WALL;�/ it I II I III '• u- =III •!2"GYP.BOARD,PAINT • IY2"RANDOM I=I I I ._ I II--I I II'-II (FIN.AREAS) B_UESTONE w/SAND-I II—II RE N.GONG.FOOT NO, (- �I I - 5AEPT JOINTS =III • r_ 5EE STRUCTURAL ONO NOTE: ' • 4',SAND BED 1 I I_I -�I-I I I • b'COMPACTED =III �-- u FOR MORE NFO. ALL WOOD r a i DOOR AS �cr -III IN DIRECT I TYP.GONE..5LAE3 GON5T. I�I( SCHEDULED c`t N —11 CONTACT w/ -I I GRAVEL BA5E ON 2 iIII ° CONCRETE I I Y • - • 4"REIti.GONG.SLAB COMPACTED 50_ -III ° _= 2'50UAQE SHALL BE • 10 MI_.POLY VAPOR �__!I �-COLUMN 1 PRESSURE •III I 1 •[_= F BARRI�R COVER OVER O • 6"COMPACTED - NO.COLUMN a-I1 GONG.5LA3,5EE TREATED I-II• - GRAVEL BASE ON -II GONG.SLAB.SEE GONG SLAB,SEE E -III DETA L 2/A3.1 -I I( -III. •=- =1 I °•. I I=11 COMPACTED SOIL i= I DE-AIL 2i A3. DETA L 2/A3 0 k " _I-III _ 1 i T.O.SLAB =III=1 I T.O.SLAB I I=I t T.O.SLAB A 11=I I k T.O.SLAB • - _ _ _-- •. ---- 1_1 __. ' r_'-I j F •.• - •C -1 1_ i'_�_ -1 1 / __-_ •• , •° - - ' '-1 - ' - j_-'`.!•I--_- 1 1 � � 1 j •• ' •- --I j-- -I 4'c'ERF.DRAIN ' . . --I -- 4"PERF.DRAIN ' . • - t— -- 4 PERT.DRA N =O_' 1—F 1—I 11= +�_ I—I i i F 1—I I'= — — — — — FIFE N COURSE —I I'=� PIPE IN COURSE F I I PPE IN COURSE I I f _ '—_'-___—=--- 1— I I I—t 1 I—i—�11—'1 11 REIN.GONG.Fool NG, ' I I I-1,1-_�-1I-1 !-1 11 1 I-1 I I -�I I_�—III _I _I I—I I • ° I i GRA/EL,NRAPPED -REIN.GONG.FOOTING GRA/EL,WRAPPED REIN.GONG.FOOT NO GRAVEL,WRAPPED 11-1 - I 2'RIGID INSULAR ON SEE 5TRUGTURA_DNG s 51__5 IN F'LTER FABR•G \ , , �I_I—I I—III_.I_!:I �I I zl I I I 2-O'MIN.EA N F LTER FABR�G, � N FLATER FABe G, _�STRUCTURAL DWG s SEE STRUCTURAL D11G s , , -!I�III_ �I—III i I I- _ CONNECT TO ORA N- FOR MORE INFO. CONNECT TO DRA N - FOR MORE INFO CONNECT TO DRAIN-' FOR MORE NFO I i 10"GONG. I— T DIRECTION FOR �—S-ONOTU13E 1=1 III I—I ENTIRE LEN5T-1 OF 4 /� WA SECTION l� FOOTING =-mII—I_II I{1- REAR WALL® WALL SECTION 2 WALL SECTION 1 3 WALL �,� .l -11 1 •1,11, WALK-OUT o SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" SCALE:1/2"=1'-0' ti RE N.GONG.FOOT NO, 9 4'PERF.DRAIN _ •° + 4. SEE 5TRUGTURA_DWG 5 PIPE!N COURSE FOR MORE NFO. GRAVEL,WRAPPED = a' Iy FLLTTR FA5R.G, 4 WALL SECTION CONNECT TO DRA N--� SCALE:1/2"=1'-0' 4 O V u s N 5/a PVG SLOPED GAP w/PVC SCOTIA(TYP.) /- - 5/4 PVG HEAD WD.WALL PRAM NO, CASING(TYP.) WD.SILL 51DING a TAPE OVER METAL _-_- PLATE 5HEATHING - DRIP FLA5HIN6 I _ _ REF.DH5'5 FOR HEADER NEW WINDOW&DOOR INSTALLATION NOTES: 5ELOW THI5 BELOW T415 lyF,) --- ---� -_-_ SIZE FOLD SELF-ADHERED CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER POINT HAS POINT HAS s/4 PVC SLOPED GAP MARVIN SPECIFICATIONS,WOOD-LLTREX INSTALLATION FOR saxb PVC,JAMB TO BE P.T. TO BE P.T.- 71 w/PVC,SCOTIA(TYP., RUBBERIZED FLASH NO INTO OPENING AT JAMBS E NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY CASING(TYP.) cone M.M.1 � wm10171 V IN5-ALL OVER SILL END OUTSWING FRENCH DOOR WOOD-ULTREX SERIES ---'- - 5ELF-ADHERED i INSTALLATION INSTRUCTIONS DATED 7-25-17 WINDOW ROUGH ,� Z Z� E� RUBBERIZED FLASHItiG GAP DAMS(TYP) OPENING PREP&FLASHING METHOD A-1 MEMBRANE DRAINAGE "'�°C 4,04 u v OVER HEAD NAILING WINDOW R.O.HT. SYSTEM DATED 12-22-14. ip FINISH v Z a4 ►y-H►�- Q- 0- FLANGE(TYP.) -- SEE EXT.ELEVATIONS MULCH2 Q arc G~ C o Q- BACKER ROD AND V x 5 3 aD � Q SEALANT AT INSULATED GLA55 , ic PERIMETER OF WINDOW WINDOW SEE EXT. 2'PVC m ,.Z $ r�LAN&E(TYP.)-- ` ELEVATIONS 8 WINDOW HISTORICAL Q u € 5GHEDULE FOR TYPE 5 LL TYP., G 'GRETE d 2"H15TORIG PVC .__�I --s/4x4 APRON(TYP.) FIN 5H FOUNDAT ON HAS GRADE O D ABOVE 4-7 � D� SILL w/DRIP—-�� ,--- TYP. EXTERIOR ____ GRADE--�� G� I RUBBERIZED PAN FLASHING 5Y5TEM w END n WINDOW/ DOOR CASING °°°��-O4J� GAP DAN5 8 BACK DAM SCALE:1/2"=1'-0" BETWEEN AINDOA UNI T4 FOUNDATION DETAIL �� V -- STOOL TRM(TYPJ I SCALE:1-1/2"=1'-0' ROOF CONSTRUCTION f t TYP.ROOF GON5T, t _ _ SEE WALL 5EGTION5 PAN FLASH NG _-_- ! _-_- • ASPHALT/FIBEROLA55 TYP WINDOW P'/G - - - ROOF 5HINGLE CASING,PAINT--� 2x ND.BL OGKIN6 -.n_ TYP EXT VrgLL • 15#BUILDING PAPER ! i , BETWEEN RAFTERS _ CONSTRUCTION 1 S/e"EXT.PLYWD.SHEATHING - - METAL '• ENGINEERED AD.ROOF - - - PRIP TYP. WINDOW DETAIL II NSULATI OSPRAY FOAM 12 1 pGE - _-- l x PVC BEADBOARD -- ------- SCALE:1-1/2=I-0 +- ----- - 9±� x PVC 5 DE5,PA N- ALUM."K' WINDOW A5 I,-------�- SCHEDULED GUTTER SAVE w/ I =_k-_- DEGORAT VE GUTTER, -__:}=_- _- Z RA L 1�G SEE DETAIL--~--' =_=: O SIMP'�N H-4 OR j 4 i + - H-5 HURR CANELu i EPDM ROOFING,RUN A3.2 I i UP 51 DE5 B UNDER GL P®EAGh+ i WINDOW,ON 3/4"T86 Ix PVC TRIM, RAFTER "YP EXT.PLYWD. PAINT WINDOW AS 5HEATHIN5,ON -- SCHEDULED �- TAPERED FRAMING J 4 WINDOYr A5 Q __�+- EXT.WALL 5G'�EDULED � O EPDM ROOF i CONSTRUCTION, / W N PER FT. SEE WALL P/G SILL& � I - - SECTIONS APRON,SAINT 12 i =-: i 0 �� -_-_ 0 : 12� -_-- _ o EPDM ROOFING,ON 5/4 EPDM ROOFING,RUN UP 51DES B UNDER -#-- 5/4X I - _ --Td6 EXT.PLY%�lD. WINDOH,ON s/4"T86 EXT.PLYWD Z No TR PA i T _ _ 5HEATHIN6,ON 2x4 5HEATHING,ON TAPERED FRAM NO CV '--ROOF CON5T.5EE 5 . - - TAPERED FRAM V6 O .t- _.-- DETA L 2/A3' � _=_ SLOPE Y4"PER FT. EXT.HALL 0 3 ------ -- -- -^' EAVE w/ SIM.i CONSTRUCTION, w Z _ _ _ _ _ _ _ _ f _-_-_--- SEE WALL N H A3.2 i -_ � GUTTER, �r7 i - _ - - - - - - - _ _ _ __-•_ _- -_-_-- _-_- 5EE DETAIL- ( 1. I - - - - - - - - - - --_-_ - - --_ J Q Q / ---- - - - - - - - - - - - - - - - - - _ _ SECTIONS O /4 PVG i i m - - - -_ _ - - - - - - - - - - - - J BEADBOARD - - - -_- -- - - - - - - - - - - - - - - - - - - - - U w SOFFIT I I-�7 _ -I�O r_ _ _ _ - w a Q 15EGOND FLOOR - _-_---_ _-_ - - _ROOT CONSTRUCTION, N Q NOTE: GONST.,SEE DETA L Ix PVG x PVG - - - - SEE WALL SECTIONS PRIOR TO INSTALLING SHINGLES,INSTALL GRACE'ICE& :_ 2/A3.1 TRIM, BEADBOARD 4 DORMER WINDOW DETAIL WINDWH AS __ PAINT WATER SHIELD'OR APPROVED EQUAL.SELF-ADHERED. SCALE:I-I/2'=I'-0" SCHEDULED -----r- i =- p RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES. EAVES,RAKES.VALLEYS,HIPS.ROOF-TO-WALL RECESSED WINDOW DETAIL I =I INTERSECTIONS,AROUND ALL ROOF PROJECTIONS.AND ENTIRE _-_ 3 O SCALE:1-1/2"=1'-0" EPDM ROOF i , ROOFS THAT ARE FLATTER THAN A 3:12 SLOPE.DIRECTLY TO DECK GONST. I.fl ROOF SHEATHING.INSTALL'ICE&WATER SHIELD'FROM THE _ • COMPOSITE DECK NO EDGE OF THE ROOF TO MINIMUM 24'INSIDE THE EXTERIOR __ • DEGORAT VE I i I i WALL LINE. INSTALL PER MANUF.INSTRUCTIONS = DE L N6-- i €I € _5E..OND FLOOR CAPERED 2x P.T.SLEEPERS a • ,-PDM MEMBRANE �!` I , GONST.,SEE DETAIL _-- •/2 FIBERBOARD (I _ 1 2/A3.1 • s/a'T S G EXT.PLYWD.5HEATHING a 7 • 2x10 TAPERED AP.RAFTERS® b o.c. > U. 2 T.O.SUBFLOOR i j i -_ • 2x4 GLG.JOIST Lij S --fir =- - =j -_ • Ix PVC BEADBOARD c --:---:-_ :_-�:-----------=-=-=-i :- RECESSED DOOR ` GUARDRA L w/ - --- - - J O GATE 36'H. - ®7EGK o � Lo ABOVE GRADE I --_-_ _ ----_ == EXT.WALL GONST., j 1 • 5EE DETAIL 2/A3.1 36"H.PVG J '- GHAMFER GUARDRAIL BOTH 5'DE5-� ---- - - 6 W '' '6 N I s/e TYPE X'GYP. Lo 50AIRD 8.N5ULATION I T.O.SUBFLOOR - - � ,T.O._SUBFLOOR_ ImpN ABOVE GARAGE - FIN.GRADE _ _ _ _ == DOOR AS =1 I- _= 5GHEDULED- .III � r— ty INSTALL EXTRA EPDM -III III STRIP"WEAR LAYER" _ s J OVERHEAD DOOR - ---_-: I UNDER EACH SLEEPER L-_ _ -----J5ECONE�'FLOOREd I-I I EGRE55 5TEP5 `--FIR5T FLOOR GON5T., I , I - GON5T.,5EE DETAIL IIF SEE DETAIL 2 A3 12 SQUARE `-`r-� F 2./A5. TAPERED ROOF I X I=I I=1 I.• CONSTRUCTION,SEE '=BERBOARD ON COVER OVER ICOLUMN `EX- WAL L GONST., •� III WALL SECTIONS TA EKED JOO ST50N HP.ER OVER - i I w DOOSCHR �p SEE DETAIL 2/A3.1 E III. III • •• '. 36"H.PVG -1 H GUARDRAIL _ 0 PECK GON5T., - �SEE WALL = 5 WALL SECTION O SECTIONS / II _ SCALE:I/2"=I'-0' • N ALUM. K' - _I GUTTER W T.O.SUBFLOOR ' r - I -------- _ --- 11—.� °• ----�k- b��GRAVEL w/DRAIN O �_ SLOPE Ya PER FT. =I I I TO FOUNDATION T.O.SLAB _� , < {{I— I w PER METER DRAIN x _ 5LOPE Ya'PER=T. DOOR - I =1 I ; !�I�O � I C c 1, -GONG.SLAB.SEE —I 1 x T 5 I 1-11, III=III , - -,' °•• DETA L 2/A3 I=I I =-=1 1-I -' I -_- I FLOOR I—11= —1 I I I I-1 11-1 I M=1 11= =1 I III—I I i;i I=I I a DRIVEWAY, \\ g{_'{{ 4 T.O.SLAB I I- •—I zI I —I I l _-_- EXT.WALL CONSTRUCTION, • c -1 I _ -'- , i-1 - - CONSTRUCTION, SEE WALL SEE SITE PLAN I l_) I B - !1— _ _ = I' SEE WALL SECTIONS c I=I III_ GO1vG.SLAB,SEA -I I •° - I _I-I I ° -_ - I 1 -_- SECTIONS ' . { DETAIL 2/A3.1,NO i I=1 I, ° III_•D I� 1-� _ -' '-''- x PVC - - RIGID INSULATION m TR M, l �i L 1 —III—III,;III—I II 1f111 PAINT ix PVG — — 1{ •° ► a. I e 1 i- I I-III 111- � m -- ° =1 Ia I E3EADBO.ARD DECK _ , - '° � • °• I,�I g/a PVG TRIM 5"I 51' ,-12"SQUARE GONST., s: -8"FOUNDATION WALL v.; °. EA.51DE OF , COLUMN SEE WALL = REIN GONG.FOOTING, 4"FERF.DRAIN PIPE IN COURSE / ARE IN.GONG.FOOT NO BEAM,PAINT I COVER OVER SECTIONS--) h SEE STRUCTURAL DWC79 GRAVEL WRAPPED IN FILTER i SEE STRUCTURAL DW6'5 i i WD.COLUMN E FOR MORE INFO. FABRIC,CONNECT TO DRAIN - FOR MORE INFO. 6 DECK DETAIL WALL SECTION WALL SECTION SCALE:1-1/2"=1'-0" SCALE:1/2"=1'-0" 2 SCALE:1/2"=I'-O' o 35'-0' CAMERA• L ENGINEERS CONSULTING ENGINEERS Structural Engineering-Design 40'-b■ u7 Black Point Lane canmi j 0•"N Portsmouth,RI o2872 Conwlting EnymNn 40L578.2983 J4.1 3'-2. ,� I'-4• 1,-4• �Of NEW Y GONG.FT6.REINF.W/#4 g ` �P V. - -] BARS a 12'O.G.EK BOT. - -I 5'-8' 18'-b' 12'-5' CO F9 �p- 10'VIA.REINFORCED L---J 4 0 ����` = uZ,�� c o0o o 2 k� SONOTUBE PIER,TYP. 50.1 �' :u �". 458 c v� (B.OF.MIN.3-6 �, p 11c. 09016 "' Q_ o'" g A Q BELOW GRADE) 3'-2' � �g10NP� O p us C O a ,COW,FT6.REINF.W/#4 ,a $ BARS O 12,O.G.E.W.,BOT-�� - -, PERMIT SET " r,z a I I I6 a FASTEN FIRST WALL �'-II• 12'THICK GONG.FTC. --_ REINFORCED 9 GOORD.W/ARCHL W-0' FASTEN FIRST WALL REI 2 O.G E WW S 0 b 550NOTUM PIER,TYP L---J 5TUD TO GONG.FDN. STUD TO GONG.FDN. WALL W/HILTI TYPE X-U WALL W/HILTI TYPE X-U POWDER ACTUATESY50*1 POWDER ACTUATED 50.1 BEO.F.MIN 3'-b' FA5TENER5 AT Ib°O.C. FA5TENER5 AT Ib"O.G. BELOW 6RADF.� � STAGGERED [B.O.F.-14'-0°] --[BA.F._I4'-0'] STAGGERED ------------ ------ --- (B.O.F_-10'-10°] __-`-j-- - -.-..--•---------- ------ --- -- - ------------- -- _ --------- _- •-- '1, t ,h.. l --_ 'C r---- T.0.5HEiF -- --- -- ------- - -T.0.5HELF I I ----- ---- ----- ----- ------------ I eL TA.WALL l [-l0'-2'] I I Q j ( I TA.WALL T.O.WALL I I I e DOOR I I I '. I [-0'-�4"] POCKET 0 TA.STEM 50.1 T.O.STEM PROVIDE 4 INSTALL Q I I [-c1'-be] 4 [-10'-2] 51M [-9'-b•] I I I I [-I'-f�4") POCKET AND P.T.BEARI ZiaQ I TA.WALL ' TA.WALL I I Q -i_ O I PLATE TO ACCOMMODA O I i I (-5'-10') [-5'-10°] I I I T.O.WALL O WINDOW BEAM.PROTECT I T.O.WALL UNTREATED LUMBER WIT}+ I_o ni o I (COORD.Wl I [GOORD.W/ARGHL] BUILDING FELT,TYP. Q I 1 14 ?Si I ARCHL] I I '• I O T.O. L STEPS I I PROVIDE(4)FULL PROVIDE(4)FULL I I T.O.WALL STEPS I _ ICOORDINATE TERPROOFIN6 ( 1 HE16HT 05 VERT.BARS HEIGHT 05 VERT.BARS ' FT6.STEPS I ;' I AT WALL_STEP AT WALL STEP I �, FT6.STEPS .. I AND DRAINAGE IN S I I -, _,_ ARCHt DWGS. I I 50.1 I 3 I ', TA.WALL TO.WALL T.O.WALL 1 PROVIDE#5 AT 24 O.G. Q 1 I VERTICALLY d ZONTALLY I • I I (-O'-SI4 J REIT�.W/4 BARS O w p I ;. #5 DOWEL 15 N FT L O MATCH.PROVIDE D.G.E.W.,BOT. 4 I I - T.REINF. 50.1 I I Ib-28 I5-IK I I O I Ib'-2K 15'-us I /�12 THICKGONG.FT6. REINF. #4 BARS O O 12.OL. .H.,BOT. 1'-10•FT6. I I 3 51 i i I O I PROVIDE d INSTALL BEAM 3 I `. I PROVIDE d INSTALL BEAM ° 1 ;f;; I POCKET AND P.T.BEARING 50.1 PROVIDE d INSTALL BEAM i I I b" u, 10°WALL �; POCKET AND P.T.BEARING SO.1 PROVIDE 4 INSTALL BEAM 1 b' (� ni I PLATE TO ACCOMMODATE --- POCKET AND P.T.BEARING I I a I PLATE TO ACCOMMODATE --- POCKET AND P.T.BEARING BEAM.PROTECT 2b PLATE TO ACCOMMODATE . ' I I r' BEAM.PROTECT 2b PLATE TO ACCOMMODATE UNTREATED LUMBER WITH p� BEAM.PROTECT I i UNTREATED LUMBER NTH ��s' BEAM.PROTECT BUILDING FAT,TYP. o o i 50.1 UNTREATED LUMBER WITH O 1 .`. BUILDING FELT,TYP. °►-°I i 50.1 UNTREATED LUMBER WITH I 4'° O I'-10'FT6. O Q BUILDING FELT,TYP. i -- O I I O Q T I I BUILDING FELT,TYP. I - -J [BA.F.MIN 3'-b' Z .--- I (B.O.F.MIN 3'-6" T.O.WALL EIELowAVE) i T.o.WALL ,� BELOW E] `- Io•WALL .': I o BEAM o r.o.WAl1. 12'-54 t�I 1 o BEAM o d T O.WALL I Q .Q 1 I 0 BEAM POCKEr KET POCKET I PROVI GONT.#4 BAR I I (_Ia BEAM � ---- POCKET I 4 I PROVIDE Clow. 4 BAR a- • GEM AT TOP OF WALL I PROVIDE ELEVATOR PIT T.O.ELEV. O I I AND CONTINUOUS OF WALLVELED S Z � I PROVIDE ELEVATOR PIT Q [-I-4V4] (-I-d'a JCENTERED 5 I FOR ELEVATOR OPTION TD.ELEV. i I AND NUOUS BEVELED 2x3 ( FOR ELEVATOR oPTION 50.1 I PIT SLAB I I SHEAR AT WALL BASE 1 I PIT SLAB I I SHEAR KEY AT L BASE O 4) -�-- ;.' FOOTIN6 AND POST MAY BE 10'-b' J FOOTING AND POST MAY BE 10-b` I `�' +- Q f I OMITTED TO ACCOMMODATE TA.WALL I "; I f '' I OMITTED TO ACCOMMODATE TA.WALL I O ' ELEVATOR OPTION [-O'-y4] , I i :'' ELEVATOR OPTION [-0'-5V,`J +:: I Z Q Z to 1 J BAF.-10'-10' I • I 5 I T.O.SLAB _I(B.O.F.-10'-10'] �- T.O.SLAB 5 J[ ] '' [- ,o EV.-4-b' tS'-0' I 50.1 I -A-b ,�h{ t5'-0' I I Z GOORD.W/ARCH. MOO-A, I f I I t I'-0' �y COORD.W/ARCH. tq'-IU5' I I w SLAB DETAIL I T.O.WALL I I I I SLAB DETAIL I TA.WALL I 1 LLJ N Tel Q ~ Q I ( PROVIDE#4x4b" O BEAM POCKET ( 4 I I 50.1 PROVIDE#4x4b° a BEAM POCKET I 0 O VV) tr I ;.1. ( 1,-O' S0.1 DIAGONAL R AR [-1'•bl'i] I i b- I-ENTRANT o. I 1'-0• DIA60ML REBAR uft PROVIDE(4)#4 VERT. I NT ": 4°NORMAL WT.CONG•A SIAe TA WALL T.O.WALL T.O.WALL I PROVIDE(4)#4 VERT. I e SLAB CORNERS. T.O.WALL I I BARS AT PIER,TYP. I SLAB-0ON-6RADE• ®BEAM [-0' 4 J BARS AT PIER,TYP. I SLAB•ON-&RAVE• O BEAM [-O'�►'4.1 [GOORD.W/6 [COORD.W/I I 4"NORMAL WT.GONG. T.O.WALL T.O WALL (� I I O ,L ARCHL]I ' I 51M 50.1 I I ' 0 •. L 50.1 ARCH LJ I `}'.: p r----- •, L SEE DETAIL POCKET �---`- 5ff DETAIL POCKET -� ` [_1•.4V4 1 [B.OF.-10'-10'] 51M I I -� I-I'AVI [B.O.F.-10'-10") --- �-' -- - ----- ----- 1011 -----J 'i. I�, r------ ,• ----- ------------- J I O I I I _ ,. I I to I O _ PRaviDEd INSTALLBEAM :rt --------------- ----- k PROVIDE4INSTALLBEAM I --------------- ---- - I 50.1 I I POCKET AND P.T.BEARING I r I I I ( PLATE TO ACCOMMODATE I I^ i i 50.1 i i POCKET AND P.T.BEARING r I I ( PLATE TO ACCOMMODATE ( !`' I I ? p i I •'' BEAM.PROTECT I Z Q O I T.O.WALL I ( BEAM.PROTECT 5 I I IN 1HE EVENT OF SEPARATE ( I Q 1 y- T.O.WALL I ;• I I 5 IN THE EVENT OF SEPARATE I �,' I v o i- I 1 I [-1._4■] I UNTREATED LUMBER WITH ' i- I 1/ [-I'4'] UNTREATED LUMBER WITH T.O.WALL BUILDING FELT,TYP. 50.1 1 POURS,PROVIDE d INSTALL#5 I I sr I I ` T.O•WALL BUILDING FELT,TYP. 50.1 POURS,PROVIDE d INSTALL#5 I [-O' ','7 51M I I x 301 LONG DOWELS O 12'O.C. I Q I [-O'-5►',`] 151M I " Q I I. r-0•r-215'I I I I° r-0'r-2b• 14 1 1 x 3o LONG DOWELS a 12 oL. I a I I I VERT.DRILLED d EPDXIED INTO I t I VERT.DRILLED d EPDXIED INTO w 1 - I I I I FDN.W/b EMBED. I I F I - I I FDN.W/b EMBED. I I 0 - I 1-b FT6. I T I i i I _ •, I Y• i 1 I - r-b'FT6. LO Tr r TA.WALL I SLAB DETAIL I t---- I SLAB DETAIL • TA.WALL I ° ti - --- M.-� [-0'-5►,'] I 50.1 b WALL i - --- 177 (-0'-5►,'] I 50.1 N 8 WAU- i Q 2'-0I 2'-0 -0• I I I I r- m I I I I 4'NORMAL WT.GONG. 1 QJ I 10,WALL I +, 4' E 50.1 __1 •r: I 10'WALL I 5LAB-ON-GRADE. I 50.1 E N w L0 J I I SEE DETAIL I I - I ■ I SEE DETAIL I 4 CO . N I-10 FT6. •: 110 F f6. I 1 I O ^` n T.O.SLAB I I I I i,' F J I I TD.SLAB I ' G _ ^�' O I " ELEV.-I-O a GARAGE DOOR5 O I I ' ELEV.-I'-O'O GARAGE DOOR5 o `� WALL o f i I I 4 0 l 1 lo'WALL b 1 I I i i � I 4 `fl I 1'-10'FT6. O I :.� ( IN 1HE EVENT OF SEPARATE I I ( •" I'-10'FT6. O I ;:; I IN THE EVENT OF SEPARATE I I o J w • ' I POURS,PROVIDE d INSTALL#5 I 1 p ' I POURS,PROVIDE d INSTALL#5 ` I Z (�l ,� I ' O I I x W LONG DOHR-5 a 12'O.C. I I ,� I '• LL I I I W EVERT.DRILLED INTO rn•WALL I I O I ` x VERT. LONG DOWELS O 12'O.C. m I V13LT.DRILLED t EPDXIED INTO I I I I I FDN. b'EMBED. T-0 .-, I I I T.O.WALL 1 I I I II I TA.WALL TA.WALL 1 TD.WALL i I ° o 1 e DOOR I 1 t N t i I I [-0'-y',] 1�_g•j R I I :,. I i i [-0-5►',] [-v-b'] �, •' I i? I 5 I i •• -------- --- - ----- I 50.1 I ----------- ----- -- - ---- SO.I I I ------------- - ---- --------- ;- I I o t I I -.------ � O bI ----•-------- ------ I I o o I � F-4' ------ ------ _ r•- I L--- -------- --J I 4 If. L--- -------- --J b m c I }• Wr_t I 1 8 ttl I }, �,� r � a 77771 50.11 L------- -- -- -----J ------ ---- -- ---- (13.D.F.-10'-10°J L J (9 tl'-44': 31'-10►i b W-49� W-100 a �) GOORD.W/ARCH. 50'I GOORD.W/ARCH. ft 2'-O' Ib'-6' Icl'-b' 2'-0' o •e FOUNDATION PLAN NOTES, I. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0' FOOTING SCHEDULE o 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-0UT5,UNDERGROUND UTILITIES, o PIERS,FOOTIN65,5LAB5,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, FOOTING FOOTING F�ATION PLAN-WALK OUT BASEMENT FOUNDATION PLAN-EGRESS WINDOW ID TAG SIZE REINFORCING B 6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR A F2 2'-O"x2'-O'xl2'THICK (3)#4 E.W.GOT. � • SCALE:I/4"=1'-0° TO CONSTRUCTION. SCALE:I/4°=1'-0" 3. "LALLY COLUMN'-ALL LALLY'COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE F4 4'-O"x4'-O•xl2"THICK (5)#5 E.W.BOT. 4. SE■E IGGENERAL iNSFIELD'CAP NOTES FOR ADDDIITTI BASE PLATES AT ALL LALLY COLUMNE-1. IONAL FOUNDATION INFORMATION d SPECIFICATIONS ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, G GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTIN65,5LAB5, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. 4 r a ti CAMERA-VNEILL CONSULTING ENGINEERS Structural Engineering.Design 4'INTERIOR CONCRETE SLAB ON GRADE W/bxb + PROVIDE d INSTALL SIMPSON P.T.POST, ail Black Point Lane WI.4xWl.4 W.W.F.SLAB ABU66(OR ABU44 AT 4x4 SEE PLANS Camiiiiirm/0'Ne1B Portsmouttu,R102872 ConwltirVEny.wem 40LS78.2983 SHRINKAGE CONTROL JOINT CONCRETE SHALL BE POSTS)STANDOFF BASE d (PROVIDE SAWGUT JOINT �O 1� 3000 p5I MIX W/NO PROVIDE AND FASTEN TO CONCRETE PIER W/In IN GONG.SLAB AND FILL W/ i- ADDED AIR ENTRAINMENT. INSTALL CORNER 36• DIA.EPDXIED THREADED EPDXY AFTER SLAB CURES) BARS TO MATCH AT H.5.5.COLUMNS PROVIDE AND INSTALL�"GAP ANCHOR ROD(5'EMBED) DF NEi�r 51ZE AND SPACING • ° ° �Q.�tG V. RUN HOR BARS OF H02 WALL „ CONCRETE FILLED LALLY PLATES AND xl0 x10 BASE PLATES. , 36 i AT LALLY COLUMNS,PROVIDE AND INSTALL y!HiS. .;.' i'=ja=��il= CO F LONG REINF.E.F. COLUMN,SEE PLAN " _ 10 MIL.POLY.VAPOR �x. , it f "5PRINGFIELD GAP AND BASE PLATES. RETARDER.LAP EDGES • �. ! llr, • .. 6 MIN. FASTEN GAP PLATES TO BEAMS W/(4)-1/2 DIA.LAG .•' 1 tLL J;- .•+. All SHIM SPACE.COMPLETELY PACK � SCREWS AND FASTEN TO CONCRETE FOOTIN65 WITH(4) T'' 2' �'� 10°DIA.CONCRETE SONOTUBE C' rJim `! w W Z� '� o°�' —l i —1 I 1 i�__•—!I(_—i �. .i I! iI- •, •,' . . .•.•. • . .♦ •.'f. ..• •• • .•• • . ` ►s—- WITH N.S.GROUT TO ACHIEVE FULL DIA.EXPANSION ANCHORS.TYP. � �• Z �'� p y � ;b C a • i ;. I!--1'--! 1"_-� ', •, .• BEARING ONCE COLUMN 15 5ET IN PLACE a -�: !^� 09016� �}' o W a _� 6 THICK COMPACTED {i�—!�_—i ,—.: j�__ i—'i!- �. Q c m GRAVEL BASE LAYER. - I i- - ... •.•• - r CSSIONP F 0 `. J a a� N GONG.SLAB ON :. PROVIDE d INSTALL U x m o UNDISTURBED VIRGIN 501E T.O.SLAB EL. GRADE,SEE PLANS Z (3)#4 HOOKED PERMIT SET U N Z 0 OR COMPACTED GRANULAR FILL DOWELS a .• CONCRETE WALL INTERSECTION ,Df ;,� e ,. •• I.SAWGIIT SHRINKAGE CONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HRS. ' OF SLAB PLACEMENT,AS SOON AS CONCRETE 15 CAPABLE OF 5UPPORTING • ,• '• ti•+•:. SAWGUTTING EQUIPMENT. PROVIDE AND INSTALL OUTSIDE CORNER BARS TO MATCH SIZE AND B.O.FOOTING EL. B.O.FOOTING OL 2.LOCATE SHRINKAGE CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT SPACING OF HOR.REINF. SEE PLAN FOR 36' � FOOTING SIZE AND MAXIK"SPACING OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RESULTING v REINFORCEMENT SHAPE SHALL NOT BE GREATER THAN 400 S.F.NOR EXCEED A 15:I LENGTHZ 4 CONCRETE 50NOTUBE DETAIL,TYP. TO WIDTH RATIO. .., m SCALE:3/4"=1'-O° 3.OPTIONALLY,THE SHRINKAGE CONTROL MAY SUBSTITUTE PRE-FABRICATED 3 TYPICAL SECTION THROUGH INTERIOR FOOTING PLASTIC STRIPS INSTEAD OF 5AWCUTTIN6.SUBMIT CATALOG GUTS FOR .. 50ALE:3/4°=1'-0" APPROVAL PRIOR TO USING. CONG.SLAB ON 4.INSTALLATION OF ALL NON-5TRUGTURAL CONCRETE SLABS-ON-GRADE ••• ODE,�PLAN SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITION5 OF BOTH, •'' CONT.#4 SIN PROVIDE AND F�AGNE OF PIT �� A6I-360 AND AGI-302. •: INSTALL INSIDE 2'1 MIN.LAP (2)#4 BENT B � T.O.UPPER 5LAB gk CORNER BARS TO AT BOT.OF FOOTING • MATCH SIZE AND NTERIOR SLAB ON GRADE DETAIL °• SPACING OF HOR. ,• , STEP VARIES, t 24' ...,y •• Q ;p Z OZ�L'E WALL REINF.E.F.:NONE , • •.' SEE PLAN •: •:.'••'•' k v T.O.LOWER SLAB 0 ., •; 12' A .: (3'-O°MAXJ #4°Z'BARS 'x 'X---'• -s---x Y L• > 36. •; : ° 0 12'O.G. w 1 MIN.LAP 2 S • 2 - '..: ••, ., ALL AREAS SHALL BE i' 8" #4 51 A8 BARS o 12'O.G.EA. (TYPICAL) ',' CONTINUOU5 PROPERLY COMPACTED WAY®SLAB MID-DEPTH pC ` FOOTING AND PREPARED PRIOR TO C3 CONCRETE WALL CORNERS (2)#4 GONT.AT CASTING NEW CONCRETEO BOT.OF FOOTING j �'�SECTION THROUGH ELEVATOR PIT8'MIN. (2)#5 GONT.ATALE:3/4"=1'-O" &ZPAIE . INFORCED CONCRETE WALL DETAILS BOT.OF FOOTING NONE DOOR JAMB BEYOND v O �"APA RATED WALL SZPALE.ICAL STEPPED FOOTING DETAIL %4 5LAB DOWEL5 0 IT EGENERA�3/4"=I'-O" COORDINATE STAB EDGE 1 O.G.0 GARAGE DOORNOTES J DETAIL WITH ARCH'L OPENIN66 24" DRAWINGS 2xb WOOD STUDS®Ib'O.G. F- UNLESS NOTED OTHERWISE. TRIPLE 2x6 51LL(P.T.ON BOT)FASTENED (L E CONT.#4 N051NG TA.SLAG FASTEN PLYWOOD TO ALL To CONCRETE WITH in DIA.x 12'LONG C) 2xb WOOD 51UD5®Ib'O.G.UNLESS 2xb WOOD STUDS®16'O.G.UNLESS ! PLATES WITH 8d NAILS®4' I HOOKED ANCHOR BOLTS®48'O.G. AND Q NOTED OTHERWISE IN PLANS OR NOTED OTHERWISE IN PLANS OR T.O.WALL 'r-2 O.G.EA.PLATE,TYP. EINrBNDS,AND RILDIING CORNERS,WALL O Z5HEARWALL SCHEDULES. 5HEARWALL SCHEDULES.DOUBLE 2xb d P.T.2x10 SILL FASTENED DOUBLE 2xb d P.T.2x10 SILL FASTENED ' E •L.SEE PLAN �pgEEPLA}, PROVIDE AND INSTALL FELT BONDCL T.O.WALL BREAKER WHERE SLAB 15 POURED TO CONCRETE WITH 'DIA.x 12"LONG TO CONCRETE WITH "DIA.x 12"LONG #4 CONTINUOUS BAR® AGAINST FOOTING/WALL,TYP. j w HOOKED ANCHOR BOLTS o 48'O.G. AND HOOKED ANCHOR BOLT5 0 48'O.G. AND TOP OF WALL v7 Q �- b"(MIN)FROM BUILDING CORNERS,WALL in T46 APA RATED 6"(MIN)FROM BUILDING CORNERS,WALL 'T46 APA RATED •! T.O.5LA8 LU N ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR ENDS,AND DOOR OPENINGS. PLYWOOD SUBFLOOR 61.TYP .• CONTINUOUS • f BEVELED 2x4 "�>_X�••x ' T.O.SUBFLOOR T.O.5UBFLOOR •' SHEAR KEY,TYP. .:. . L. v #4 CONTIN1005 BAR GONG.SLAB ON T.O.WALL T.O.WALL o TOP OF WALL r. GRADE,SEE PLANS-jh L FASTEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL . ` ` - • Q 8'WALL O PLATES WITH 8d NAILS®4' PLATES WI1H 8d NAILS 0 4' •;• PRE-ENGINEERED B.O.FOOTING •f FLOOR TRUSSES, t ,i•.,, •�,, O.G.EA.PLATE,TYP. EA.PLATE,TYP. SEE PLANS S f' ' CONTINUOUS (2)#5 C.ONTIN�15 •• O.C.••' (2)#5 CONTINUOUS •: _- } (2)#4 CONTINUOUS TYP. .. SHEAR KEYBEVELED XTYP. BARS o TOP OF WALL BARS o TOP OF WALL FOOTING SHALL BEAR ON 1,-8° BARS®BOTTOM OF d -�- PRE-ENGINEERED TOP CHORD :.:. NATURAL,UNDISTURBED FOOTING J .•t' BEARING FLOOR TRUSSES, COMPACTED GRAVEL FILL5UB-6RAVE OR Y m ,•. ,;:.'.`• `� SEE PLANS •'. CONT.P.T.2xb LEDGER FASTENED •. Q U. i TO GONG.W/0.151°DIA.HILTI TYPE - 1 1 1 • P.T.2x6 BLOCKING BETWEEN X-U POWDER ACTUATED FASTENERSL�..1 O TRU55E5 FASTENED TO GONG.W/ �' ®U O.G.STAGGERED.CEILING C'�j5ErZTIONTH1l=GARAGE DOORS B.O.FOOTING0.151"DIA.HILTI TYPE X-U POKER 3/41'-O" L. E STRAPPING SHALL BE FASTENED (2)#4 CONTINUOUS PLANJ 0 11-0 • ACTUATED FASTENERS,MIN.(2)PER ••�.. TO LEDGER W/(2)8d NAILS FOOTING SHALL BEAR ON " BARS o BOTTOM OF BLOCK.CEILING STRAPPING SHALL NATURAL,UNDISTURBED 18 FOOTINGIna •• BE FASTENED TO BLOCKING W/8d ) NAILS 08"O.G. ,� ! 5UB-6RADE OR PROPERLY COMPACTED GRAVEL FILL. • , �"APA RATED WALL 2xb WOOD STUD5 o 16'O.G.UNLESS [� THRU GARAGE WALL • SHEATHING,SEE NOTED OTHERWISE IN PLANS OR _ • GENERAL NOTES. 5HEARWALL SCHEDULES. O!E�ZN3/4"=1'-O" ` cIiii° • .• DOUBLE 2xb SILL(P.T.ON BOT)FASTENED z } FASTEN PLYWOOD TO ALL TO CONCRETE WITH 1"DIA.x I6'LONG 36' • -•: PLATES WITH 8d NAILS o 4 (V 10 WALL l0 WALL ;..,: HOOKED ANCHOR BOLTS 0 4$"O.G. AND ' 't O.G.EA.PLATE,TYP. b'(MIN)FROM BUILDING CORNERS,WALL " '"— • ENDS,AND DOOR OPENINGS. #4 SLAB DOWELS®12 24" S J ,. ,,,'• �.:.. •, O.G.®TERRACE c Z } T.O.STEM CONC.SLAB ON FOUNDATION VEL.SEE PLANGRADE,SEE PLANS T.O.SLAB o '• #5 CONTINUOUS HORIZ. L' ; • •, BAR®TOP OF STEM T.O.5LABOL < 6'STEM t • ...•:r:.'.: T.O.WALL o T� PROVIDE AND INSTALL FELT TA.SHELF •• PROVIDE AND INSTALL FELT +: 2 `r V PROVIDE AND INSTALL FELT GONG.SLAB ON . BOND BREAKER WHERE •=' BOND BREAKER WHERE 4' BOND BREAKER WHERE ';::, GRADE,SEE PLANS .:.�' .''"' SLAB 15 POURED AGAINST SHELF SLAB IS POURED AGAINST #4 CONTINUOUS - 8 WALL CONTINUOUS SLAB 15 POURED AGAINST CONTINUOUS (I) ° c BEVELED 2x4 BEVELED 2x4 =::..: FOOTIN6/WALL,TYP. •�:.,,:.., 1O°WALL FOOTIN6/WALL,TYP. BARS o TOP OF WALL ;, Q FOOTING/WALL,TYP. SHEAR KEY,TYP. SHEAR KEY,TYP. #5 CONTINUOUS HORIZ. o GONG.SLAB ON : '. CONC.SLAB ON CONTINUOUS ',..:-. ... ••. BAR®TOP OF SHELF �:"•.•'.�y� b TYP ...'•r:'. 6" GRADE,SEE PLANS b° :y GRADE,SEE PLANS SHEAR KEYBEVELED 2xT TYP. a TYP.' TYP. N .. CONTINUOUS `•� '„- f", BEVELED 2x4 `: v 7. SHEAR KEY,TYP. b' :'; m •' .;rin $ ,' in a ��•. Q 4 B.O.FOOTING B.O.FOOTING B.O.FOOTING :•: y V R 5 •.I'-10' (2)#5 GONTIN10U5 EL. 5 .' I'-10° (2)#5 GONTTNUOUS •:''.',::•, (2)#4 CONTINUOUS SEE PLAN SEE PLAN r .• 4 FOOTING SHALL BEAR ON I,-8. BARS®BOTTOM OF BARS®BOTTOM OF d' BARS o BOTTOM OF �'• ,r•:. - NATURAL,UNDISTURBED FOOTING `o -a SUB OR PROPERLY w FOOTING v FOOTING B.O.FOOTING :`: COMPACTED GRAVEL FILL. m FOOTING SHALL BEAR ON m FOOTING SHALL BEAR ON 'VARIES I'-1011 (2)#5 CONTINUOU5 Q NATURAL,UNDISTURBED NATURAL,UNDISTURBED 5l�PLAN oJC BARS 0 BOTTOM OF z SUB-GRADE OR PROPERLY SUB-TRADE OR PROPERLY COMPACTED GRAVEL FILL. COMPACTED GRAVEL FILL. m FOOTING (D'�!SECTION THRU TERRACE FOUNDATION CALE:3/4'=I'-O' 0 SECTION THROUGH WALKOUT FOUNDATION 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMING b 5ECTION THRU FOUNDATION-PARALLEL FRAMING SCALE:3/4'=1'-0" a 4 0 v Q C O h CAMERA-O'NE1LL &om� CONSULTING ENGINEERS Structural Engineering-Design U7 Black Point Lane Camera/O'Neill Portsmouth,Rl o287j ulti Cnnsny Enyinaen 401-578.2983 GENERAL NOTES: COWCRETE NOTES of NEW Y I.GENERAL CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRE%IVE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMAN5HIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION ,tQ� V. '9,f DIMENSON5,ELEVATIONS,GRADES,IMPLIED LOCATIONS,AND SIZES, DAYS(ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DE516N SPECIFICATION FOR Co � SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS STRESS-6RADE LUMBER AND ITS FASTENINGS'OF THE NATIONAL FOREST PRODUCTS ASSOCIATION AND ALL CONSULTANT DRAHIN66 AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 PSI AT 6EOTECHNIGAL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE, n }• w Z Z W iu 0 E v. STUDS:CONSTRUCTION GRADE 5PRUCE-PINE-FIR,FG=1000 P51,E=I,300p00 P51, y u+ LU m o o 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR SLAB CONCRETE SHALL HAVE A COWRES51VE STRENGTH OF NOT LESS THAN 4000 P51 AT 26 DAYS JOISTS/RAFTERS/BEAMS,5PRIXE-PINE-FIR NO.2,FB=815 PSI,Es1,400A00 PSI >b'' c a THE ARCHITECT OF RECORD. (ENTRAIN®AIR CONTENT BETWEEN 45%AND'tAS). PRESSURE TREATED LUMBER:SOUTHERN PINE NO.I,E-1,400p00 P51 09U16l �,�' CWU ¢� m p W C m 3.ALL DIMENSIONS,ELEVATIONS,5HELVES,BEAM POCKET'S, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDUCING ADMIXTURE. 3.ALL EXTERIOR WALL STUDS,SHALL BE AT LEAST 2x6 o 161 O.G.UNLESS NOTED OTHERWISE.FURTHERMORE,ALL WALL ��t CSS10N O _ o GUT-OUTS,U�_UTILITIES,PIERS,FOOTINGS,SLABS,AND STUD5 ADJACENT TO STEEL COLUMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POI^CeR DRIVEN ,o- $ ALL OTHER ITEMS EGHANI BE GALFULL ARCHITECTURAL COORDINATED DWITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TESTING LAB ON FASTENERS o 16'OL. PERMIT SET ALLEACH DAY WIHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 7 DAYS,TWO aUc '-Z U TRADES'ORAWING5 PRIOR TO GON5TRUGTION. AT 26 DAYS,,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LESS THAN AN EQUAL HALER OF STLD5 Q 00DE INFORMATION AND DE516N LOA125(EXCEPT A5 NOTED): AT EACH END,LWLE55 NOTED OTHERWISE. BUILDING CODE:INTERNATIONAL BUILDING CODE(IBC),2015 EDITION b.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS,SHALL BE NAILED T06ETHER WITH 160 NAILS.NAIL RELATED REFERENCE:ASGE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROW5,5PACLD 8'O.C.FROM BOTH 51M STAGGERED 4"APART. CONCRETE U5ED ON SITE.MIX DESIGN SUBMITTAL SHALL INCLUDE HISTORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTE5-PRE-ENGINEERED WOOD TR65E5: FLOOR LIVE LOA05, CONCRETE. 6.UNLESS OTH94WISE NOTED,ALL EXTERIOR OPENINGS SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL HE16HT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENINGS SHALL HAVE NOT LESS THAN I.WOOD TRUSSES SHALL T TRUSS, P PER THE'DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD RESIDENTIAL: TW155E5',PUBLISHED 61'THE 1RUS5 PLATE INSTITUTE. PRIVATE ROOMS 4 GORRIDOW%RVIN6 THEM:40 P5F 6.ALL REINFORCING BARS SHALL BE A5TM A-615 GRADE 60 UNLESS,NOTED OTIHERWISE. TWO JACK 5TUD5 AND ONE FULL HE16HT STUD AT EACH SIDE OF THE OPENING UNLESS NOTED OTHERWISE. PUBLIC ROOMS 4 CORRIDORS SERVING THEM:100 P5F 1.ALL CONVENTIONAL LUNBBR ROOF RAFTERS SHALL HAVE A 5I 50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 2.ALL ROOF TRUSSES AND OVERHANGING W DOWN WI WOOD MEMBERS SHALL 13E HELD TH UPLIFT ANGHOR5 PER q.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTLRAL AND TRUSS MANUFACTURERS REQUIREMENT5. SNOW AND ROOF LOA05/FACTOR5: EN61NEER.ING REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE 51MP50N L55U SKEWED AND/OR SLOPED HANGERS AT EACH RAFTER AS,RPQIIIRID.PROVIDE AND INSTALL 125'X20 MIN.ROOF LIVE LOAD,20 P5F SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, &A.R106E STRAPS 00 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED 5UB5TITUTION). 3 WOOD TRU%FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP 6RLUNND SNOW LOAD(Pq):30 P5F BENDS,DETAILS,ETC, DRANN95 BEARING SEAL AND 516RATLRE OF THE M16M PROFESSIONAL ENGINEER,REGISTERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY J015T HANGERS,DESIGNED FOR THE FULL CAPACITY OF THE SUPPORTED FLAT ROOF SNOW LOAD(Pf):30 P5F OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO 10.ALL REINFORCING BAR 5PL IGfv SHALL CONFORM TO REQUIREMENTS OF AGI 318,BUT IN ND CASE SHALL THEY BEMEMBER SNOW LOAD IMPORTANCE FACTOR(Is),IA 5Ui3MIT1TN6 TO ARCHITECT.SHOP DRAWINGS SHALL INCLUDE BUT ARE NOT LIMITED TO,TRUSS,LAYOUT PLAN; SNOW EXPOSURE FACTOR(Ge):1.0 LESS THAN 2'-0'OR 48xDIA. TRUSS DETAIL SHEETS SHOWING CONFIGURATION,DIMENSIONS,LOADS,MEMBER SIZES AND GRADES,MEMBER THERMAL FACTOR(Gt),IA q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS RUNNING FORCES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUSS CONNECTION HANGERS FOR 11.ALL HELDED WIRE FABRIC SHALL CONFORM TO ASTM A-05, =60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERSREQUIRED TO AL16N FLOOR ELEVATIONS THAT RUN PARALLEL TO PARTITIONS. FLUSH FRAMING,TEMPORARY BRACING REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRUSS EZEOTECHNICAL FACTORS: 12.ALL WELD®WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE SECURELY FROST DEPTH:3'-6' DESIGNER),ETC. ASSUMED SOIL BEARING CAPACITY:SEE'FOUNDATION NOTES'IT 15 ASSUMED THAT WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55.�TREATED WITH PRESERVATIVE. 4.11Ri155 DE516Nt3t SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW PORK STATE BUILDING CODE AND ALL THE SOILS 5UPPORTIN6 TH15 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL.AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION EEMENTS),SIDEWALKS,AND 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS,AND GUT II.EXTERIOR WALL INSULATE SHALL BE MINIMUM IFIC2 LY STRUCTURAL I RATED SHEATHING.�'HUGER'ZIP'SYSTEM IS REQUIREMENTS MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DESIGN LOADS DUE TO WIND AND/OR PAVBIIENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL OUTS. PERMITTED,'ZIP-R`INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL L3E NAILED WITH 8d NAILS EARTHQUAKE,SNOW DRIFTING,POINT LOAD5 AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z SETTLBMIENT,I3UOYANGY,ETC,.THE DEVELOPER GENERAL CONTRACTOR AN®/OR NOT LE55 THAN 6'OL.ON ALL PANE_EDGES.ALL WALL HORIZONTAL PANEL EDGES MUST BE BLOCKED AND NAILED SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSS DESIGNER SHALL CAREFULLY OWNERS SHALL RETAIN THE SERVICES EL A QUALIFED L O CONTRACTOR ENGINEER TO 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 COORDINATE ALL LOA05 DUE TO MIECHANICAL EQUIPMENT AND PLUMBING FIXTURES,INGLUDM6 BUT NOT LIMITED TEST AND EVALUATE THE SITE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO AND S'AGENCIES. (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. TO TUBS,SHOWER UNITS,WITH THE&L.,ARCHITECT,AND MECHANICAL DE516K N VERIFY THESE ASSUMPTIONS AND PROVIDE A 6EOTECHNIGAL ENGINEERING REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.SUB-FLOORING SHALL BE 3/4'TONGUE 4 GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS Lu PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHERWI5E.FASTEN SUB-FLOOR TO SUPPORTING FRAMM6 WITH INDUSTRY STANDARD SUB-FLOOR 5.DEAD LOADS,, MIND FACTORS, REINFORCED CONCRETE'ACI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHE5IVE AND 8d NAILS o 6"O.G. ROOF TRUSS TOP CHORD DEAD LOAD,10 RISK GATE60R1':II AND AGI-305l306 GUIDE-5 FOR HOT/GOLD HEATHER CONCRETING. ROOF TRUSS,BOTTOM CHORD DEAD LOAD:1 10 0 P5F BASIC WIND SPEED M:130 MPH FLOOR TRUSS TOP CHORD DEAD LOAD:15 P5F EXPOSURE CATEGORY:B 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM J'T46 APA STRUCTURAL I RATED SHEATHING. FLOOR TRUSSBOTTOM CHORD DEAD LOAD,10 PSF O0 P06RAP CA FACTOR(KzU:ILO EX 16.6C.SHALL COORDINATE ALL CONCRETE FINISHES WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL BE CONSIDERED ARCHITECTURALLY EXPOSED SHALL BE POURED AND FINISHED IN A MANNER WHICH WILL 14.ROOF SHEATHING ON NON-CURVED SLOPING FRAMING SHALL BE MINIMUM 5/8'T46 APA STRUCTURAL I RATED 6.TRUSS DESIGNER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WHICH MEET A LIVE LOAD O ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH.&L.SHALL COORDINATE THE CONCRETE MIX DESIGN(I.E.SELF SHEATHING. DEFLECTION CRITERIA OF L/600 AND ALL ROOF TRI)55E5 WHICH MEET A TOTAL LOAD DEFLECTION CRITERIA OF N INTERNAL PRESSURE COEFF 6Cpl:tO.18(E4GLO5150 BLOW CONSOLIDATING CONCRETE),REBAR PLACEMENT,AND METH005 OF VIBRATION TO PRODUCE A FULLY THE LESSER OF 3'4 OR L/360 UNLESS SPECIFICALLY APPROVED OTHERWISE. SALIENT CORNER DISTANCE,b-O' CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR'HONEY-COMBING'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL.EDGES.NAILS SHALL BE SPACED 4'O.G.IN AREAS WITHIN 48'OF 1.WOOD TRU55 ERECTOR SHALL BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY LU O COMPONENT5 AND CLADDING,UNFAGTORED WIND LOADS I7.GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRACING. ZONES 1,2 4 3 ROOF WIND PRESSURES DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND COMPLETE CONCRETE DISTRIBUTION O r- TRIB AREA ZONE I(FIELD) ZONE 2(E260 ZONE 3(CORNER) THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMBIN6'AND VOIDS IN CONCRETE 16.ROOF SHEATHING,ON CURVED FRAMING MEM5ER5 SHALL BE THREE LAYERS OF#"APA RATED PLYWOOD 8.TRUSS SPACING 5HOHNfN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL 10 SF 30.4 PSF 35.6 PSF 35.6 P5F FOUNDATION.TECHNIQUES,SUCH AS PRE-STACANLG CONCRETE VIBRATORS 1N CONGESTED AREAS,MODIFIED SHEATHING WITH END AND SIDE JOINTS STA66ERED BETWEEN 5UCCE551VE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRUSS SHOP DRANN65 FOR ACTUAL TRUSS LAYOUT AND SPACING Z 20 5F 28.q P5F 34.0 PSF 34D PSF CONCRETE MIX DE516N5 TO PROMOTE:COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SMALL BE FASTENED TO THE SUPPORTING FRAMING WITH Sd RINK-SHANK NAILS 6 12"O.G.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). _j 50 5F 26.6 P5F 52D P5F 32.0 P5F CONTRACTORS DISCRETION. STA66ERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. Q 100 5F 25.2 PSF 30.4 P5F 50.4 P5F 18.CONCRETE VOIDS AND EXCESSIVE'HONEY-COMBING'514ALL BE DOGUMIENTED AND REPORTED TO THE w Il.SOLID BLOCKING SHALL BE PROVIDED AT RIDGES AND EAVES TO SUPPORT AND FASTEN PANEL t3�6E5 IN ZONES 4 4 5 WALL WIND PRE55UPZ-5 ARCHITECT OF RECORD FOR ANALYSIS AND PREPARATION OF A REPAIR METHOD.PARGING,DRY-PACKIN6,AND ALL GIRCUMSTANCE5 FOR ALL ROOF TYPES WHERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR w O TRIB AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING CONTINUOUS PANEL E06E SUPPORT AND FASTENIN6. Z +- Q 10 5F 33.0 P5F 40.1 P5F O SIGNIFICANT VOIDS. LU 51.6 16.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z 50 SF 2q b PIP55F 33440 SF STRUCTURAL STEEL NOTES: DRAKIN66 FOR ALL ENGINEERED LUMBER AND I-J015T5.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED Q 2: N 100 5F 28.4 PSF 31.15 PSF 1.ALL DETAILING,FABRICATION AND ERECTION SHALL CONFORM TO THE AISC SPECIFICATIONS AND GODE5, TO,FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 SF 25.2 P5F 25.2 P5F LATEST EDITION. CONNECTION HANGERS,BLOCKING,BRIDGING,AND 5QUA5H BLOCKS. FOUNDATION NOTES: 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS(WV SHALL BE ASTM A4g2 FY=50 K51.BASE PLATES, Iq.LAMINATED VENEER LUMBER(LVL),LAMINATED 5TRAND LUMBER(L.5L),AND PARALLEL 5TRAND L UMIBER(P5L)SHALL J U CHANNELS,ANSLE5,AND MISC.STRUCTURAL STEEL SHALL BE ASTM A-36,FY=36 K51.ALL SQUARE AND LUQ RECTANGULAR HOLLOW STRUCTURAL SECTIONS(FSS)SHALL BE ASTM A-500 GRADE B FY MINIMUM 46 K51. 20.LVL BE VERSA-LAM BY 6015E CASCADE OR EQUAL � N � 1.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE CLEARED FROM THE BUILDING FOOTPRINT. 3.ALL ANCHOR BOLTS AND THR EADED R005 SHALL CONFORM TO THE REQUIREMENTS OF ASTM F15%AND P51 FG=A3"PSI,FV= 285 2.000A00 MINIMUM PROPERTIES:FB=3100 P51,FT=2150 P51,FG l50= 2.ALL SOIL SUPPORTED FOOTIN65 SHALL BE FOUNDED UPON COMPACT®NATURAL A301. 21.P51L GOLUMNS/p05T5 SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES=FB=2650 PSI,FT=1650 PSI,FG=150 SUBGRADE OR COMPACTED BANK RUN 6RAVEL FILL WITH A BEARING CAPACITY OF 4.ALL BOLTS,WT5 AND WA50R5 SHALL CONFORM TO THE RI5QUIREMENT5 OF ASTM A-325 FOR 3/4"DIAMETER PSI Fe,=3"PSI,FV= 285 PSI,E=1,100000 P51 L AT LEAST 3000 PSF.6C SHALL BE RESPONSIBLE FOR DETERMINING THE 51TE'S H16H STRENGTH BOLTS UNLESS NOTED OTHERWISE. O SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE G.G.SHALL BE 22.LVLS AND P5L5 SHALL BE FREE OF FINGER JOINTS,SCARF JOINTS OR MECHANICAL CONNECTIONS FOR THE FULL RESPONSIBLE FOR CONSTRUCTING TH15 BUILDING AND SURROUNDING SITE/506RADE 5.ALL HELPING ELECTRODES SHALL BE E'fOXX. LENGTH OF THE MEMBER. IN STRICT ACCORDANCE WITH THIS REQUIREMENT. 3.BEDROCK/LEDGE SHALL BE EXCAVATED A MINIMUM OF 4"BELOW BOTTOM OF 6•ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS,AND SHALL CONFORM TO TIME AW5'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING THEEN REQUIREMENTS OF ASTM D-2551-16. � AND GAS WELDING IN BUILDING CONSTRUCTION',LATEST EDITION. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. 24.ALL SIMPSON CONNECTORS(HAN66RS,STRAPS,UPLIFT CONNECTORS,P05T GAPS,EGT)SHALL BE COATED WITH a ♦� 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON 1.NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. t EACH TYPE OF SOIL TO BE COMPACTED. OF 10,000 POJ05 UNLESS NOTED OTHERWISE. 4 Z 25.ALL FASTENERS IN CONTACT WITH PRESSURE-TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE 5.501E SHALL BE COMPACTED TO NOT LESS THAN gSAS OF MAXIMUM DRY DEN51T7 PER 8.ALL FILLET WELDS EA SHALL BE A MINIMUM OF 1/4'UNLE55 NOTED OTHERWISE. PRESERVATIVE TREATMENT USED. U. A5TM 01551 IN LIFTS NOT TO EXCEED 6'L005E DEPTH. q.ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER AND/OR THE � � O b.FIELD DENSITY TESTS SHALL BE PERFORMED BY AN INDEPENDENT SOILS TESTING LAB ULTRA-SONIC TESTING. WEATHER SHALL BE MADE FROM NON-CORROSIVE MATERIALS OR COATED WITH AN APPROVED ANTI-CORROSIVE o � J TO VERIFY COMPACTION A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE 10.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION C AND TESTING.TH COATING CERTIFIED AND APPROVED FOR USE WITH THE MATERIALS TO BE FASTENED. O Lo ARCHITECT OF RECORD. E L 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 RE51ST UPLIFT LOADS WITH SIMPSON PC/EPC, 1.BAGKFILL SYM-ETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREMENTS TO BE COMPLETED.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T GAPS AND 48'LONG M'NLESS OTHERWISE NOTED)SIMPSON 206A COIL 5TRAP5.STRAPS SHALL BE a EXCEED 2 FEET MAXIMUM DIFFERENTIAL. CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH 51DE5 OF POST.FASTEN STRAPS WITH 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND 100 NAILS THROUGH ALL AVAILABLE NAIL HOLES. 't W r-- 8.SEE PLUMBING AND ELECTRICAL DRARN66 FOR UNDER FLOOR SYSTEMS AND SPECIAL 5E UIENGES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. E ^' 6RANILAR FILL MATERIAL REQUIREMENTS. 12.AFTER FABRICATION,ALL STEEL,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,L005E 28.ALL CEILING FRAMING(INCLUDING,TRU55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALLS SHALL BE ` v FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS A6AIN5T LATERAL MOVEMENTS.COORDINATE ALL CEILING q.NO FOOTINEf�OR SLABS SHALL BE POURED INTO OR AGAINST SIUBGRADE CONTAINING MILL SCALE AND OTHER FOREIGN MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMING N ARCHITECTURAL DRANIN66 AND SPECIFICATIONS FOR FIN15H PAINTS AND APPEARANCE-5. WITH ARCHITECT OF RECORD.FREE HATER OR ICE. z 2q.AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE 4 INSTALL � ^4 10.ALL SLABS-ON-GRADE SHALL BE PLACED ON A LAYER OF COMPACTED FINE 15.PROVIDE 4 INSTALL r RA-LY WELDED AND FITTED HNIB STIFFS BOTH SIDES AT ALL BEARING 4 POINT CONTINUOUS 2X8 CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)#10 DECKING � ` GRANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLAN67E5 UNLESS NOTED OTHERWISE SCREWS,FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH(4)16d TOE-NAILS AND SINGLE#10 DECKING,SCREWr-- 51,86RADE PREPARATION REQVIREMENTS WITH CIVIL AND/OR 6EOTEGHNIGAL ENGINEERS THROUGH TOP OF RAFTER. � J OF RECORD 14.CUTS,HOLES,OPENIN65,ETC.REQUIRED IN 5TRUGTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES o SHALL BE SHOWN ON SHOP PRAHIN65 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 30.PROVIDE AND INSTALL HORIZONTAL 4k8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRUSS. � /l� 11.FORCE5 DUE TO WOR05TATIC PRESSURE HAVE NOT BEEN CON5IDERED IN THE HOLES OR CUT5 IN 5TRUGTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN TH15 PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS 0 6"O.G. V/ DL-SIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RE5PON5IBILIT7 OF THE PERMIS51ON FROM THE STRUCTURAL ENGINEER OF RECORD. (3 NAILS PER STW).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-E N61MEERED WOOD RIM TRUSS TOP CHORDS, it c 6B3ERAL CONTRAGTOR/OHNER TO CONFIRM WITH A 6EOTEGHNIGAL ENGINEER,CIVIL BOTTOM CHORDS,AND RIBBON JOISTS W/8d NAILS®b'O.G.AND TO THE TRUSS,VERTICAL MEMBERS WITH 8d NAILS o g • 15.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAHIN65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL ENGINEER,OR OTHER QUALIFIED DESIGN PROfE5510NAL TO ENSURE HYDROSTATIC 6'O.G.(3 NAILS P VERTICAL MEMBER).THIS PLYWOOD TIE PA .SHALL FASTENED TO TOP OF ALL LOWER ° FORGES DO NOT EXIST. AND EN61NlERIN6 REVIFJ^l.SHOP DRAWINGS,SHALL BE REVIEWED AND APPROVED BY THE GENERAL PER � CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS O b'O.C.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 1 12.ALL DAMP-PROOFING,WATER-PROOFING,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,CUTS,STIFFENERS,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS a 6'O.G.••EXCEPTION,PLYWOOD PANE.SHALL BE FASTENED TO EVERY FULL.HEIGHT KING STUD AND JACK o N ,ETC. STUD AT ALL WINDOW AND DOOR LOCATTON5 WITH(15)8d NAILS(5 EACH KING AND JACK) 1113M15 RESPONSIBILITY OF OTHERS. cM E p C4 "**4 k e m 4 Q t a O 4 t 0 i; P a W C O tiC:) z h C Q C O L a r 0 h AT END POST,PROVIDE AND CAMERA-O'NEILL INSTALL'10'LONG,20 GA CONSULTING ENGINEERS SIMPSON COIL STRAP FROM ONE Structure Engineering-Design ALL PORCH BEAMS SHALL BE SIDE OF POST,UP AND OVER THE u7 Black Point lane FASTENED TO POSTS TO TOP OF THE BEAM,AND DOWN THE 4oL57�.xg83 OTHER SIDE.FILL ALL AVAILABLE CoresultCamerangow rs Portsmouth, o:>> RESIST UPLIFT WITH SIMP50N NAIL HOLES WITH 10d NAILS.SEE COIL STRAP5,5EE DETAIL SIMILAR DETAIL 1/52.0 a s GAP AALLOVIDE MD�GK Po Z COLUMNT5 -o A ° �I~N E w Y AT END POST,PROVIDE AND �aa �P V. 9'F INSTALL TO"LON6,20 GA SIMPSON COIL STRAP FROM ONE CONTINUOUS P.T.IMPLP 2X12 BEAM-FLUSH) y SIDE OF POST,UP AND OVER THE ? Q TOP OF THE BEAM,AND DOWN THE p w Z Z�++ c 0% ��.::,_ W OTHER SIDE.FILL ALL AVAILABLE `- i 2 H y NAIL HOLES WITH IOd NAILS.5EE I.T.2 12 DICK �. > N•q 54MILARDETAIL 1/52.0 15 I6 OL 090i61 ��? G Uj U c m o 3 PROVIDE d INSTALL x NT .P 12 I PROVIDE D 4ds AT NSTALL SIMPSON a A PERMIT SET " ; ~z o PROVIDE CRIPPLES PAIR OF DTT2Z F TE FASTEN TO CONC.W/%DIA. Q ^ U ABOVE HEADER ON EACH TENSION TIES q EPDXIED THREADED ANCHOR SIDE OF KING STUD I TO IM IST L i� 51.1 6 ROD(6'EMBED) kV A X 4 L i^ N 16 O.G a ` kN a O PROVIDE d INSTALL v== sas �•s= s�� ll =s---= ��� PAIR OFDTT2Z tT3L�2x� Ti�PI 'xa-fii�T�L�x81rx8 TB�iION TIES 6 r FULL DEPf SOLID h jg'j � DESIC-� TYP. MANow DOUBLE ROW OF ATTACHED TO L5L STUDS SHALL I TYP. - I DESI6NER,TYP. p t > O > O N 50.1 - C ® N 5 w DESI TYP. - DESIGNER TYP. 50.1 THICK CUSTOM WELDED ' S THICK CUSTOM WELDED ' ALL BEAMS.SUBMIT 50'I ALL THREE BEAMS.SUBMIT - O DETAIL FOR AL DETAIL FOR A CN PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION CV PRE-ENGINE WOOD GIRDER TRU55 ELEVATOR NOTE+ ELEVATOR NOTE. PRE-ENGI WOOD GIRDER TRUSS `�. FRAMING SHOWN IN HATCHED AREA FRAMING SHOWN IN HATCHED AREA OR 16'L.V.L.BEAM(FLUSH) It + OR I6'L.VL.BEAM(FLUSH) O MAY BE OMITTED TO MAY BE OMITTED TO PRE-ENGINEERED WOOD 61 ER TRUSS ACCOMMODATE ELEVATOR OPTION ACCOMMODATE ELEVATOR OPTION PRE-ENGINEERED WOOD iSIF DER TRU55 OR DOUBLE 16'L.VL. w O OR DOUBLE 16'LV . 5 12-DEEP 50.1 _- c�C I 12 DEEP mr- C lY Ib°O.G. O +- Q� 1 16'O.G. > Q >, J O N ___'___ 4 _.._ > Q J Z Uj 0 LL INDICATES APPROX. INDICATES APPROX. L PROVIDEp b. COORD.W/ARCH/&.C. COORD.W/ARCHJ6.C. i - r I i I w- I i V V Z I � � =3 q _ e U ® q W I O I C4, I a _ 0Z Lo ---- _ M • Q 'I 8\Ilk8 $ '- 50.1 50.1 a N W_ Lo Cc . N N � N $ _ J z t .� z e C: C: O (� 0 _j 5 5 y0.1 SO.I � 0 a r� 0 ? 8 lN6, b o 50.1 50.1 50.1 50.1 6 b C 50.1 50.1 � a B FIRST FLOOR FRAMING-WALK OUT BASEMENT &SCALE IRST FLOOR FRAMING-EGRESS WINDOW SCALE:1/4"=1'-0" :1/4'=I'-D° PLAN NOTE5: PLAN NOTES CONT., I. #J-#K JACK AND KIN&STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.Oz.2J-2K MEANS 2 q. ALL WLT141LY WOOD AND/OR ENGINEERED MEMBERS SHALL BE&AN6ED TOGETHER IN ACCORDANCE WITH MANUFACTURERS � FULL-HEI(5HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) REGUIREMENT5 AND PREVAILING STATE BUILDING CODE. a 10. ALL r-tLTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANG®T06ETHER IN ACCORDANCE WITH MANUFACTURER'S � 2. -INDICATES SIMPSON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL SIMP50H HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. e SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS WITH THE MAXIMUM FASTENER SIZE AND QUANTITY. 11. REFER TO 6ENERAL NOTES AND PREVAILIN6 STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY SPECIFIED ON PLANS. 3. %ALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE)'THICK'5PRIN&FIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED A5 A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, z° AND BASE PLATES AT ALL LALLY COLUMN5. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 'a 4. UNLE55 OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWIN65 AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY SUBSTANTIAL CHANGE IN FRAMING o END BY A 51N6LE JACK STUD 69AN61:D TO A DOUBLE KIN&STUD. METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLL44,15 ON PLAN MARKED'P.T.'DENOTE PRE55LRE TREATED OR WOLMANIZED LUMBER 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUT5,UNDER6.OUND UTILITIES,PIERS,FOOTINGS,5LAB5,AND ALL 6. REFER TO 6ENERAL NOTES FOR FURTHER REGUIREMENT5. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,&EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL FULL-HEIGHT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWIN&S PRIOR TO CONSTRUCTION. TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAK-5,EAVES,BRACKETS,6UTTER5,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER APPLIED a 6. 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,'SQUA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKIN6. ARCHITECT OF RECORD. CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 117 Black Point Lane Camera/WNeIB Portsmouth,RI o:87s ConsuRmgEnonom 40LS78.2983 �pF NEW Y Co v. cc W ZZ W :0) O�O dC Eopp, N2 Opc Go U? �(r 09016� c� u�i U ¢ �'•�Css►ONP�. is CUAp o p o �—G.W.B.,GOORD. "" U s t APA ��L NOTES. j�/ W/ARGH'L PERMIT SET ~z o ^Z SINGLE 2xb SOLE PLATE a 2xb WOOD STUDS®16"O.G. Td G PLYWOOD SUB-FLOOR. „►r�, PROVIDE AND INSTALL TRIPLE 2xb STUB POST/5QUASH BLOCK(NOT SHOW BELOW ALL JAMB AND POST LOCATIONS ABOVE. PRE-ENGINEERED DOUBLE 2x6 WOOD FLOOR g TOP PLATE,TYP. TRU%E5,SEE PLANS VPROVIDE 2x DIAG. BRACING A 48°O.G. vi Z O N_ LU Q' I SECTION THROUGH EXTERIOR WALL-PARALLEL FRAMING SCALE:3/4"=1'-0" O O CV O s` N 'APA RATED WALL SHEATHING, G.W.B.,COORD. -Q SEE GENERAL NOTES. W/ARGH'L E 51NGLE 2xb 50LE PLATE O 2x6 WOOD 5TUD5®Ib°O.G. ZO J Z N i°TdG PLYWOOD 0-Q PROVIDE CONTINUOUS 2x4 SUB-FLOOR. U W J "RIBBON"FASTENED TO EA. W LK Q U Q FLOOR TF4)%W/12d NAILS p N p �•J PROVIDE AND INSTALL TRIPLE 2xb STUB POST/SQUASH BLOCK(NOT 51-1014W BELOW ALL JAMB AND P05T LOCATIONS ABOVE. > 0 PRE-ENGINEERED WOOD FLOOR g DOUBLE 2xb TRU55E5,SEE PLANS TOP PLATE,TYP. W u Is— Z 0 U. a 1 1 1 J 2 SECTION THROUGH EXTERIOR WALL-PERPENDICULAR FRAMING Oo 0 e � r— � CID N C L-- In CO140 . N _ ^` • 511 VJ � C N i'APA RATED TdG PLYWOOD SHEATHING LAP SHEATHING t2'-O'MINIMUM c J I'-O°MAX ZD z E e O N 0 2x LADDER FRAMED RAKE PRE-ENGINEERED 8 Q APA STRUCTURAL I RATED WOOD ROOF EXTERIOR PLYWOOD TF455 o SHEATHING.SHEATHING SHALL PRE-EN91NEERE EXTEND TO TOP OF GABLE HOOD GABLE w END TRU55 END ROOF m TRU55 SEE ARCH.FOR E a EXTERIOR FINISHES,TYP. $ t 3 RAKE LADDER FRAME DETAIL AT TRll55E5 • c 5 0 0 z e a C C t a e v ra C O ti G CAMERA•O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 127 Black Point Lane Camera/O'NeiL1l Portsmouth,RI o287s �tDDER FRAMED RAKES NOTE Cordabny Enghw m 402 578.2983 LADDER FRAMED RAKES ARE NOT SHOWN FOR CLARITY.REFER TO DETAILS 3/51.1 FOR ADDITIONAL INFORMATION V. TRU55 DE516NER NOTE FRAMER NOTE:C71RDER TR%,P5L CO TRUSS DE516NER 15 RESPON51BL.E FOR POST AND L.V.L.HEADER SHALL BE IN 5PECIFYIN6 ALL CONNECTION AND DIRECT CONTACT WITH EACH OTHER. UPLIFT HARDWARE.TRUSSES SHALL BE THERE SHALL NOT BE ANY 2x PLATES cc DESIGNED TO MEET ALL BEARING BETWEEN ANY OF THESE MEMBERS m _ ,_ ac o o co REQUIREMENT5.APPROAGHE5 TOROVIDE Z "'�` '^-> >o c a', ALL PORCH BEAMS SHALL BE PROVIDE 51MP50N H25A - - FASTENED TO POSTS TO o -o UPLIFT ANCHORS AT FA. ,o-p o ACHIEVE REQUIRED BEARING INCLUDE, DOM TO �� ��' 09016� '►' a O U ¢- 4�- BUT ARE NOT LIMITED TO,BEARING P5L STUB POST ! O s>v U m RESIST UPLIFT WITH SIMP50N '� END OF ALL ROOF JOISTS, '� ENCHANGERS,ADDITIONAL TRL65 �'�'`SS�ON O ,, o o COIL STRAPS,SEE DETAIL % TYP. x�,► PLIES,DIFFERENT MATERIALS,ETC, TR155 SHALL BE DESIGNED U = t p SEE GENERAL.NOTES FOR ADDITIONAL F-m PROVIDE a INSTALL PAIR OF _ ___ REQUIREMENTS/►NFORMATION FRAMER NOTE. REGJI Tp MTg A PERMIT SET � z U SIMPSON OTT2Z TENSION TIES =r_T_ __ __= PROVIDE 51MPSON L.U5 AT GABLE END WALL TO ACHIEVE REQUIRED Q CONTINUOUS 2xb LE06ER FASTENED THROUGH SHEATHING AND INTO FACE MOUNT HANGERS AT ,BUT ARE BEAMlfRU��S W/Y4 x4)4'S1MP50N 5D5 SCREWS 0 I6'OG.STAGGERED rIN 10 'K IST 0 16 X Q�!-ROOF JOISTS,TYP. STUFRAMW F� NOT f31RIN6 LIMITED D,BEARING F TR155 BLOCKING O.0 b' I NB) INUOUS 2x10 LEDGER HEIGHT FROM ENCHANCER5,ADDITIONAL F AS_ PROVIDE AND INSTALL SOLIDTENED THROUGH I( 3C \.S Y SHEATHING A WALL PTO ROOF LEVEL CONO FLOOR UP 7 � MATERIALS, 'Sry 'Sry tY BLOCKING EA.SIDE OF ALL RIDGES, VALLEYS a HIPS AND AT ALL EAVES m m b r u u �� —— STUDS,W/Y4'x4l4'SIMPSON TO SUPPORT AND FASTEN 5HEATHIN6Ate, -yam STAGGERED 0 Ib O.G. — — —_= _, _ — _•'�-_SD5 SGRFJ^l5 PANEL EDGES SEE GENERAL NOTES TRlPL.E-?Xb TRIPLE 2xb TRtPtf 2xb -TRIPLE t.25 � - :!�-Spo__s [QOR DOUBLE II b L.VL.BEAM(FLUSH)BELOW T FASTEN FIRSTRAFTEFIR/iRlJ�fi THROUGH TRH EADE HFA SHEATHING INTO WALL 5TUD5m;w �NO1 TE toPROVIDE a INSTALL MEMBERS W/Y4 x4Va SIMPSON SOW DOUBLE ROW OF FULL 5GREh5 AT 16 O.C.5TA66ERED (�N ItIEERE WOODL 24'O K PLUMBING INE LOCATION, Y DEPTH SOLIDEy OTHERWISE NOTED) m 4-/k BLOCKING a PAIR OF c PROVIDE ROW OF HANGERS PER TM69 I I SIMPSON TIES Z . m /,A/K - I WOOD CI P _ I °Sr FRAMER NOTE: TRUSS DESIGNER NOTE: y 4 1 it Z CABLE END WALL Q FLOOR TRUSSES SHALL BE - TRU�f STUDS SHALL BE DESIGNER TO SUPPORT I W/ PITCHES �BLOGKI E FRAME FULL LOAD`FROM BEARING - `r x H WALL./HEADER5 ABOVE ® ry SEE NOTE HEIGHT FROM w - SECONDUP TO R,OOFLOOR � PROVIDE DOUBLE L?S G.c.NOT>=: �I� LEVEL III SOLID BLOCKING PROVIDED"THICK COL. PROVIDE a INSTALLD2' SEE SECOND FLOOR rq ELEVATOR NOTE FRAMING FOR ALL pp COLUMN GAP TO SUPPORT FRAMING SHOWN IN HATCHED AREA HEADERS,BEAMS AND d N FLOOR L.VL AND BE MAY BE OMITTED TO POSTS SUPPORTING /K+ ACCOMMODATE ELEVATOR OPTION LOW ROOF FRAMING • l�lk N PROVIDE TRIPLE 2xb LA6 SCREWS TO ENGINEER OF RECORD O STUB P05T DOHN TO I I _ N O k OR TRIPLE Ilb'15'L.V.L.BEAM LUSH 6•6.NOTE: ( I I �+�— ''---� --� TAPERED INSULATION AS,REQUIRED L DOUBLE TO PROVIDE P051TIVE DRAINAGE V 2 _� 2x PROVIDE TUB 1305T DOWN I ELEVAT COORO. AND PR ROOF P FLAT E AL16N WITH LOAD, M ABOVE - O 16,O.G. To FADER W/ARGH1 T O Z -- I 101 /K Li Q asp PROVIDE a INSTALL. -- �i PER TRF-6 Iql r, I x Q O PRE-ENGII�EO WOODFER ��SQ ( tu4I I, t ry Inl Z Q Q Z N 61RDER TRU%OR DOUBLE 1 -- }� _.. i I CHORD.ATTIC FS5 Q Z LL 11615 L.VL.BEAM(FLUSH) DIMENSIONS W/ARGHL I O oDZc L1- PRE-ENCI PRE-ENGINEERED WOOD IRDER g h 61RDE-R T OR DOUBLE U U -� LU �p�,i I w w 0 v o 2 p0y ,pRAF OR TRfI�'I E 11.&Z'L.V.L.BEAM(F PRE-ENGINEERED WOOD IRDER TRUSS II L g� gT OR DOUBLE 11Z 15'L.V .BEAM(FLUSFU PRE-ENGINEERED WOOD GIRDER - PROVIDE2xb STUB DOUBLE ( �\6 ICI /�/K O 2. I /.lyk TO HEADER CONT.2xb LEDGER FASTENED 5I3= 7 THROUGH SHEW IN6 At�7 4 - --- BL KING, \ FRAMER NOTE:C71RDER TRUSS,P5L �R NOTE: INTO BEAM W/Y4 SCREWS,LONG - P05T AND L.V.L.HEADER SHALL BE IN _- DESIGNER ' TRU98 AND PSL POST �(J SIMPSON 5D5 SCREWS 0 Ib - GOORD TE TRU55 PROFIL CONTACT NTH EACH O.G.STAGGERED A DIRECT CONTACT WITH EACH OTHER SHALL BE IN DIRECT n QUAD 1015"L.Y.L. T T r QST THERE SHALL NOT BE ANY 2x PLATES �� AGGOMMOOA LEDGER w I I NOT BE ANY 2x PLATES • BETWEEN ANY OF THESE MIEt1BER5 ROOF PITGFS OTHER THERE SHALL U. BEAM(FLUSH) w DESIGNER,TYP. WOOD GIRDER TRV55 INDIGA APPROX. �� FASTENING I�I wOR M-12 �[ ALL PORCH BEAMS SHALL BE iSHOWN SHADED) . PSLPROV1 STUB POST I 0 lb OG. PROM a I • " xl - /�/� BETWEEN ANY OF q O 21�e IF MEMBERS TRU55 SHALL BE DOWN TO HEADER 5lMP5QAt(2)xSC.RI`1^15 N066 O.G. _ _.L"-_- DESIGN TO MEET ALLY O Lf7 FASTENED TO POSTS TO • __i_' > RESIST DRIFT WITH SIMP50N • ® _ BRING REQUIRIB4 Wd _ COIL STRAPS,SEE DETAIL �` _ APPROACHES TO q •,� ^ TRUSS,%HALL BE M516NED ( n :�;- ,�' / 'r7. o ir'.'I}; n/:u, I.- ACHIEVE REQUIRED Q + 45 - 0 -> TO MEET ALL BEARING > ii tf ,t a I, -i $ POgr 1 45 O REQUIREMENTS.APPROACHES I ' ' I 5H L BEARING INCLUDE,BUT W t1 tf It' i�' u.r ii dll, K tr' }✓ 'I n u%:ili DES TO ARE NOT LIMITED iv `fl cr p Itll TO ACHIEVE REQUIRED 3,AD I / !_!1 - _ c .. it A RI RING ENGHANGERS, N 1 V BLARING LIMITEDT �.BEARING i i I R I FAG ( /`�/K ADDITIONAL TRU5S RI ENGHANGERS,ADDITIONAL 2xt0 I" __ 1O DIFFERENT MATERIALS, /'� N MY%PLIES,DIFFERENT - I ETG �+�+ n` • MATERIALS,ETC ONT ! `-- IJLIk FRAMER NOTE:GABLE ! I LO I END WALL STUDS SHAL@ N I ( •O I ON W j I I' , �`• BE FRAMED FULL HE16F� �--- FRAMER NOTEHIM :&ABL.E END ffff ,t BE i�T---- FROM SECOND FLOOR O to WALL STUDS SHALL BE M NO 'ON 15 E i r 4 I '� TO ROOF LEVEL 5 IIII FRAMED FULL HE16HT FROM 1 SECOND FLOOR UP TO ROOF O i ; On i� 1) LEVEL i /R/ PRE-ENGINEERED WOOD 61RDER TRUS5 \ __ --�.'s I O - O _ S •� �kb p " h P KPEEWALL(5F 0VN SHADED) ' _ iPL 2xb R ..!I 4® ® O T 2� m — 4 7m :2o to lJ �k6 Pl xMAP �k-p��F TRIPLE-45'L.V.L,HEADER 2xIO RAFTERS A O II41 N v 0 16.O.G. INE 0 2 O.G. � N ry tJ o 2xb HEADER TRIBE 2xb HEADER FRAMER NOTE,PROVIDE BLOCKING- TRIPLEj w BETWEEN TRUSSES AT TOP CHORD TO _... __._ __•--_ __-._ _--•-__ _ a PROVIDE 505TRATE FOR SHEATHING ___. __. .----.--•_-- -._ _ ..._ _ DOUBLE FASTENING _ ------- ____-- __-- _ ___-- 2xb 5 P05T ry, 1(k - 00l-!TO HEADER FRAMER NOTE,CABLE END �7v ��/i CONTINUOUS 2xb LEDGER•HEEL OF TRU55 DESIGNER NOTEr WALL STUDS SHALL BE a MONO-SLOPE TRUSSES FASTENED G.G.NOTE: FRAMED FULL HE16HT FROM THROUGH SHEATHING AND INTO WALL PROVIDE SEAT AT SEE SECOND FLOOR SECOND FLOOR UP TO ROOF 5TUD5/BEAM WITH(2)j"x414'SIMPSON HEELS, FRAMING FOR ALL a B SECOND FLOOR FRAMING LEVEL 5D5 SCREWS 0 16"O.G. HEADERS,BEAMS AND SCALE:1/4'=1'-0' REFER TO TRU55 DESIGNER'S POSTS SUPPORTING � REQUIREMENTS FOR TRUSS FASTENINGS LOW ROOF FRAMING ROOF FRAMING PLAN NOTES: TO LEDGER AND WALL. • PLAN NOI GONT.: A SCALE:1/4'=1'-O' 1. #J-SK JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER A5 ADJACENT 5TUD5.(i.e.2J-2K MEANS 2 9. ALL MULTI-RY WOOD AND/OR ENGINEERED MEMBERS SHALL BE 6AN6®T06ETHER IN ACCORDANCE WITH MANUFACTURER'S � FULL-HEIGHT KING STUDS,WITH 2 JACK STUDS,SUPPORTING THE HEADER) REQUIREMENTS AND PREVAILING STATE BUILDING CODE. ti 2 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED MEMBERS SHALL BE GANGED T06ETHER IN AGGOROANGE WITH MANUFACTURERS � 2. -INDICATES SIMP5ON STRONG-TIE TYPE HANGER REQUIRED AT BEAM CONNECTION.ALL 51MP50N HANGERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. SHALL 13E INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM FASTENER 51ZE AND QUANTITY. 11. REFER TO GENERAL.NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT 5PECIFIGALLY SPECIFIED ON PLANS. 3. 'LALLY COLUMN'-ALL LALLY WUR-IN5 SHALL BE FILLED SOLID WITH CANGRETE.PROVIDE D"THICK"SPRINSFIELD'GAP 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS,A GENERAL GUIDE TO FRAMING.THE EXACT FRAMING LAYOUT, AND BASE PLATES AT ALL LALLY GOLLMN5. MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CL05EL_Y COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENINGS SHALL BE SUPPORTED ON EA. DRAWINGS AND ULTIMATELY DETERMINED BY THE GENERAL CONTRACTOR ANY 505TANTIAL CHANGE IN FRAMING y END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. METHL-O LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OU1'5,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL t b. REFER TO GENERAL NOTES FOR FURTHER REQUIREMENTS. OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTEGHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES' 1. ALL HULL-HEIGHT COLUMNS WHICH PASS THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY BLOCKED AND DRAWINGS PRIOR TO CONSTRUCTION. 4 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 $ b. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS BELOW WITH ARCHITECTURAL FEATURES AND EFO LL15HMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY COORDINATED WITH THE A CRIPPLE STUDS,°5QUA5H BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. ARCHITECT OF RECORD. h CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 217 Black Point Lane PortsmoutkR102872 C-su"Ergi— 402-578.2983 Of NEW V. Z Z 4)Q E LU w -, 2 Z 0% 4) Y­� og <- LU V w C a) S10 0 0 0 c: C3:' .14' 0 '10 0 PERMIT SET Z CK U AT WALKOUT BA5EI-e T OPT`ION,PROVI DE STI' STRAP HOLDOHNS IN LIEU OF'H2'HOLWH45 AT FIRST FLOOR FRAMING HID H6 H& j �! ..,`,` � Dili Ir_�1— L r l---- z 0 > LU o IT, 4— C) J III-;!L-- < r 4— V) < LLj LU Lij • Cn < LLJ < C) 0 HII I H HII LL. LU 0 0 LO N CD C%q w LO CN cl• C is > N .......... 0 r cc: FIRST FLOOR 5HEARNALL5 6T FLOO R %EARKALL5-WALKOUT BASEMENT OPTION BASEMENT (DSEALE.1/4 5 7N /4'= SHEARKALL PLYWOOD 5HEETROCK HALL 5TV05 BLOCKBLOCKINGNAILNAILING6 SHEARNALL 5GHEDULE 10 TAG FACE FACE ®PANEL ED6E-5 0 E06ES7 PANEL EDGES HOEDOWN NOTES: 5NI OUTER INNER SINGLE 2x6 BLOCKED nd 0 roll O.C. I. ALL THREADED ROD HOLDOHNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT ACCORDANCE P41TH MANUFACTURERS REQUIREMENTS. 5"2 OUTER INNER 51NOLE 2x6 BLOCKED &d 0 4"O.G. 2. ALL MULTI-PLY WALL Sn)05 FASTENED TO HOLDOWNS,SHALL BE GANG®T06ETHEFZ IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTE-5. 5"5 EITHER BOTH DOUBLE 2x6 BLOCKED 5. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER HALL,'STI"STRAP HOLVOWN5 SHALL BE EXTENDED THROUGH FLOOR 5HEATHIN57 AND FASTENED TO BEAMS/BLOCKING BELOW.STRAP MAY BE EXTENDED DOWN AND BENT ARCILM UNDEIZ`51VE OF FRAMING AS REQUIRED.SEE TYPICAL%EARKALL DETAILS FOR FURTHER INFORMATION. HOLPONN 5GHEPULE 4. ALL DIMENSIONS,ELEVATION5,5HELVES,BEAM POCKETS,OUT-OLIT5,UNVER&R(AW UTILITIES,PIERS,FOOTINC-5,5LA55,AND ALL OTHER ITEMS HOEDOWN THREADED SHALL BE FULLY COORDINATED WITH CIVIL,&ECITECHNICAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADEVORAHIN95 PRIOR TO 10 TAMS SIMPSON HOEDOWN FASTENERS FASTENERS ROD EMBED.INTO 5. PROVIDE AND INSTALL HORIZONTAL 4`$& CENTERED PLYWOOD PANEL CENTER ON THE PRE-ENGINEERED HOOD RIM TRUSS.THIS PLYWOOD TIE PANEL SHALL BE ON PLAN MODEL# FASTENED TO, TO FRAMING DIAMETER CONCRETE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH bd NAILS 0 6"O.C.(5 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE H2 HM2-50525 DOUBLE WALL STUD WS 50REH5 1 5/&"DIA. 1 12" PRE-ENGINEERED HOOD RIM TRUSS TOP CHORDS,BOTTOM CHORDS,AND RIBBON JOISTS W bd NAILS*60 O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS 0 6*O.G.(3 NAILS PER VERTICAL MEMBER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FLOOR STUDS WITH 8d HII 1-101.111-5052.5 5.25"x5.25' He� HVIL116-5052.5 TRIPLE LSL STUD POST 5D5 50REV6 I*DIA.D SM SCREWS 1/5"VIA. 12"12" NAILS 0 6'O.C.(3 NAILS PER SW).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH bd NAILS e 6'O.C."EXCEPTION:PLYWOOD PANEL SHALL 1 PSL 1 STI C5­20x90'LONG DOUBLE HALL STUD (42)10d NAILS ABOVE AND BELOW RIM BE FASTENED TO EVERY FULL HE16HT KINS STLV AND JACK STUP AT ALL WINDOW AND POOR LOCATIONS WITH(15)bd NAILS(5 EACH KING AND JACK) GENERAL NOTES: GENERAL NOTES: I. THE\fECHAN'ICAI.SYSTEM INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC TO SHOW THE GAS FURNACE A'SPLIT.AIR CONDITIONER SCHEDULE 9. BRANCH SUPPLY AND RETURN'GRILLES SHALL HAVE VOLUME DAMPERS TO BAL.ANCF EACH AIR LABEL ID \fAKF NIODEI INDOOR I'NITS HP INPUT OUTPUT VOLT PH A\IPS FUSE COIL MODEL ) ' 'OWNER'S INTENT AND THE\iECH.ANIC.AI_EQUIP\IENT LOCATIONS.ALL EQUIPMENT AND ( ) ( BTUH BTUH MODEL (OUTDOOR TON SEER A'OI TAGE PH ALGA 4fOCP NOTES L) ACCESSORIES ARE SHOAW'N'APPROXIMATELY AND SHALL BE INSTALLED CONSISTENT WITH JOB DEVICE OUTLET. AHU-1 CU-1 HEIL N9\1SE0601714A 1 2 60.000 58.000 115 1 9.7 15 ED\f4X36L17 NXA636GRA 3.0 16 208 230 1 18.1 30 ANIP SEE NOTE 1 CONDITIONS AND APPLICABLE CODE REQUIRE\fEN'TS.THE HVAC CONTRACTOR SHALL PROVIDF AI I 10. ALI.DUCTWORK ELBOWS AND TEES SHALI HAVE TURNING VANES INSTALLED TO\11NI\117.E STATIC i r r r , , PRESSURE DROP. AHU 2 CU 2 HEIL \9\iSE0601410A 1 2 60.000 58.(x)0 115 I 9.7 15 EDM4X30L14 NXAG30G1::\ 2.5 IG 208 230 1 1G.8 25:\\iP SEE NOTE 1 Z o E Go LABOR AND MATERIALS NECESSARY FOR:A COMPLETE WORKING SYSTEM AND ALL!tE()t'IRED NOTES:1.PROVIDE SPLIT SYSTE\1S WITH HIGH LOW PRFSSURE SAFETIES.TX\'VALVE.CONDENSATE NEL'TR4Ll7_ER KITS.CONCENTRIC ROOF VENTS&7 DAN'PROGRAAINIABLE THERMOSTATS `�' C m v TESTING OF THE\IECH.ANICAI.SYSTEMS.THE MECHANICAL CONTRACTOR SHALL BE RESPON'SIBI F I I THE MECHANICAL CONTRACTOR SHALL B.V_AN'CE THE HVAC SYSTE\f PER THE AIR FLOWS LISTED. 2.PROVIDE AUNILARY DRAIN PANS ,� >CN o rn FOLLOW ALI.RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE AIR DEVICE SCHEDULE 0 ui p U c� 5 o FOR PERMIT COSTS. CTLY - TO THE O[TDOORS USING SINGLE WALL GALVANIZED �_' v 2. THE\fECHANICAI.INSTALLATION SHALL MEET ALL THE REQUIRE\TENTS OF THE AUI HORIT EXHAUST DUCT SHALL DISCHARGE DIRE I' LABEL(ID) \LAKE MODEL SIZE NECK CFM DESCRIPTION NOTES U x �3 � HAVING JURISDICTION.IT SHALL_:ALSO MEET THE 2020 MECHANICAL_CODE OF NEW YORK STATF STEEL.OR STAINLESS STEEL.DUCTA'ORK.THE DUCTWORK SHALI HAVE A SMOOTH INTERIOR U 2020 RESIDENTIAL CODE OF NEW YORK STATE.2020 BUILDING CODE OF NEW 1'ORI�STATE.2020 F1 I I SURFACE.BE AIR TIGHT.AND BE EQUIPPED WITH A BACKDROP DAMPER. CD-1 HART&COOLEY A682\1 12x6 7"p 80-110 2-WAY CEILING SUPPLY DIFFUSER � �Z U GAS CODE OF NEAR YORK STATE.2020 ENERGY CON'SERA ATION CODF OF NEW YORLK STATE.AND 2020 12 DRYER EXHAUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.016-INCH N1INIMU\f THICK METAL FG-1 HART&COOLEY 421 12\6 SEE PLANS 0-130 FLOOR DIFFUSER COORDINATE FLOOR GRILLE COI OR Q FIRE CODE OF NEW YORK STATE. DUCT 4 INCHES IN NOMINAL DIAMETER AND SHALL\FEET THE RKA'IREMENTS OF SECTION NI 1502 RR-I HART&COOLEY GG 1 12x12 0-260 WALL RETURN GRILLE 3. THE MECHANICAL CONTRACTOR SHALL EXA\UN'E THE ARCIIITECTI)R:\I.DRAA1'INGS AND SITE TO CLOTHES DRYER EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE.INSULATE DRYER r b�y,. RR-2 HART&COOLEY 661 24x14 0-800 WALL REl1'RN GRILLEOF FULLY INFORM ITSELF OF ALL CONDITIONS. EXHAUST DUCTWORK AS REQl11RED TO PREVENT CONDENSATION'.PROVIDE CO\IBUSTION';AIR �fG FW RR-3 HART&COOLEY 661 24x12 0-72(J CEILING RETURN GRILLE e O r r t r INSTALLATION INSTRUCTIONS r + P E' 4. THE,MECHANICAL CONTRACTOR SHALL.BE RESPONSIBLE FOR PROVIDING ALL_CONDENSATE DRAINS OPENINGS IF REQUIRED PER THE DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS AND i g y+A 5. THE\IECHANIC:11.CONTRACTOR SHALT.PROVIDE:A TRAINING WALK THROUGH WITH THE OWNER .APPLICABLE CODE REQUIREMENTS. NOTES:1.COORDINATE AIR DEVICE LOCATION.QUANTITY.THROW.SIZE.AND CEILING TYPE HARDWARE BEFORE ORDERING. 2.EXA\fIN'E EXISTING CONDITIONS BEFORE ORDERING AIR DEVICES. :AND GENERAL CONTRACTOR TO DISCUSS:V_L I IVAC COMPONENTS AT THE CONCLUSION OF THE 13 ALL GAS APPLIANCES SHALL_BE INSTALLED AND VENTED PER:APPLICABLE CODE REQI'IREMENrTS 3.PROVIDE VOLUME DAMPERS AT BRANCH CONNECTIONS TO MAIN.BALANCE PER CFMS LISTED PROJECT. 14 APPLIANCES WITH IGNITION'SOURCES LOC\TED IN THE GARAGE SHALL BE PROTFCTFD FROM 4.PROVIDE BOOT WITH ADJUSTABLE DAMPER IN NECK. ,oh,aa 6. THE\fEC1iAN'ICAL CONTRACTOR SHALL Sl1B\11T O&M\fAN'l1ALS AT THE CONCLUSION'OF THE DAMAGE AND BE ELEVATED SUCH THAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCHES •.4���a�ch►J".,r•.r` .M• h.N PROJECT. ABOVE THE FLOOR St RFACE ON WHICH THE EQUIPMENT OR APPLIANCE RESTS EXfiA['ST:AND SUPPI 1'FAN SCSCHEDULE ..,.., 7. INSTALL.ALL FQl tIPMFNT AND ACCESSORIES PER THE, INSTRUCTIONS.ALLOW THE 15 COORDINATE THERMOSTAT LOCATION WITH OWNER.LOCATE THERMOSTAT:\At'.Al FRO\1\1'IND0A1'S. \fAN'IIFACTURFRS RECOM\fEN'DED CLEARANCE AROUND ALL COMPONENTS.IF THE CONTRACTOR EXTERIOR WALLS.HEAT SOURCES AND SUPPLY AIR DEVICES. LABEL(ID)MAKE MODEL CF\I S P. VOLTAGE PH AMPS WATTS DISCHARGE NOTES FORESEES OR CONIES ACROSS ANY INSTALLATION CONCERNS HE SHALL NOTIFI'TEiE ARCHITECT EF-1 PANASONIC FV-05-11 VIES 1 80 0 2" 120 1 0.16 6" SEE NOTE 1.2.3.4 FOR A RESOLUTION HEF-I FAN TECH FG 12 EC 600 0.3" 120 1 - 12" SEE NOTE 1.2.3.4 8. .ALL SQUARE AND RECTANGULAR DUCTA'ORK TO BE SHEET METAL.LINED OR WRAPPED WITH SF-1 FAN TECH FG 12 EC 600 0.3" 1 120 1 12" SEE NOTE 5.6.7 INSULATION TO MEET CODE RFQUIRF\fENTS.DUCTBOARD OPTIONAL.ROUND DUCTWORK TO BE NOTES:I.EXHAUST FANS SHALL HAVE BACK DRAFT DAMPERS. METALA'R:U'PFD AITFH INS['1 AT10N TO\FEET CODE REQI 1IREMENTS.FLEXIBLE DUCTWORK SHALL 2.PROVIDE WITH ANY NECESSARY DUCT TRANSITIONS&MOUNTING HARDWARE. Z BE PER\11TTED PROVIDED TI IAT DUCT LENGTHS SHALL BE LIMITED TO 14'NIA.X1MU\1.M.I.EXHAUST 3.INSULATE ALL EXHAUST DUCTIVORK IN UNCONDITIONED SPACE TO PREVENT CONDENSATION O :AND INTAKE DUCTWORK SHALI TALI BF METAL WRAPPED WITH INSULATION AND VAPOR BARRIER TO 4.PROVIDE WITH ALL.ACCESSORIES NECESSARY FORA COMPLETE INSTALI MON N 5.INTERLOCK WITH OPERATION OF KITCHEN HOOD > MEET CODE RFQIREMENTS 6.PROVIDE WITH CONTROL AIRING FROM CONTROL PANEL IN BASEMENT TO.ATTIC SP.ACF FOR F1'71'RE DUCT HEATER. 7.PROVIDE WITH CONTROI I FR MOTORIZED DAMPER.FAN WITH EC MOTOR AND Al I OTHHFR CO\1PONFNTS TO MAKE:A CO\1PLFTE SYSTE\I ELECTRIC WALL IMATER SCHEDULE NOMENCLATURE LABEL(ID)MAKF MODF'I CEM IiTR WATTS VOLTAGE PH AMPS NOTES Ali-I QMARK CWH-1202 65 1.000 240 1 42 SFE N'OTF I.2.3 --� UNDERCUT DOOR I" NOTES:I.FURNISH WITH INTEGR•V.THER\IOSTAT. 0 2.FURNISH WITH DISCONNECT. O 3.PROVIDE WITH ALI.NECESSARY I1ARD WARE V) N EXI IAUST FAN Lu O V) ® FLOOR OR CEILING SUPPLY DIFFUSER Z J N Q Lu N RETURN GRILLE U Lu Z 0 Z Z=o U < O 0) MANUAL VOLUME DAMPER =V) UUC) w F_ MOTOR OPERA"TED%OM.DAMPER Lu N Q OTFD__RMOSTAT Z W o � 0 N 00 N m ) L0 N c: 0.1 F- N Z .c: E Ln 0 Z Z W E O W Ong N O O y C co V V F y H >0 C P CWU <E °iO �GLu o— 0 O _ 43 v �Q � U x t 3 U ^Z a U Q auau ? F Nf Z a f �a t'P ��•S.i 3� me i OIL i �•IH I.11..I.I\NI\\ 7"Q CD-1 7"9 50 CFM 7"HONEYWFLL 7"4 FRESH AIR CD-1 DAMPER 50 CFM N Z O N 1 W 7"4 Z 7"4 CD-1 7"1 Q O 50 CFM J N 7 CL C) CD-1 Qe_ N 50 CFM O EF- O _ -E � N x x Z II j RR-I 7"o W 0) 170 CFM < D oc QT►3 X. O uj Q x 6"4 EXIT C LU UP 6"4 w Q � Cu co Q Ln Q fV W \1l) / v� Q -r 14x 12 1 ST FLOOR 8'.8 ZONE DAMPER 10"4 BYPASS W/DAMPER 8\8 7"9 N 7"4 N 8xx ZONE_ }_ 7„4 DAMPER cm 7 AHU-I � L x w O =+ �--��—I IONEYWELL O N _! W8150 FRESH AIR m r— "' CONTROLLER. • Al r- 24x8 RETURN W U13 I N Lo x 7"4 FRESI I AIR W N 011. O N Z � •� E O O 7"q 7"4 1 UNIT"B2M"BASEMENT PLAN W/WALKOUT M-1 SCALE:1/4"=if-0" 1I "A Lu Z j-V O 2 y COD V N >O0 [P C W U Q d' m me G F 0 CD o a., O — O. m U x r 3 U z `O cc U Q w"wu -40 NFL yo 0 ® ® ® FG-1 FG-1 FG-1 '� 120 CFM 120 CFM 120 CFM �,�1:a1.r 80 CFM CD-1 7 7 4f00CF v 7"t 14x14 FRESH CD-1 &-- AIR FROM 50 CFM8"�UP THROUGH MOD ABOVE 6"¢ ROOF Z 7" p CD-1 KITCHEN HOOD W/ — 80 CFM j INLINE EXHAUST w IN ATTIC.INTERLOCK EXHAUST FAN WITH MAKE EF-� 6"� _ aui SF-1 UP AIR FAN. () ® FG-I w z 105 CFM = w Q r J u- Oe O N WH-1 Q CD14x 14 MAKE UP I 0"4 O AIR GRILLE UTR MINE H0 01)EXH J CU-2 FAN IN ATTIC L.L - � 2.5 TON (HEF-I} 0 - N CD-1 z } ® 75 CFM M-4 O N FG-1 w � 50 CFM Cu-1 ZO Q I O"4 KITCI IEN 3.0 TON \ HOOD EXH UP DRYER Od BOX LL 8"¢ 4"DRYER 4"} U Q F— G"Q VENT UTR 10"f w Q U 0 6"0 EXI I DO" 0" IJ7 R DO C) L L N 7"4 EXIT UP6 1- 7„4 g�4 DOWN ry 'U EF-1 7 4 6"4 7„t EF-I 50 C O,FM FURNACE VENTING UP—0 On cm ,ICDFM CD-I 50 CFM —EG-1 EG-1 ® 50 CFM 50 CFM 00 QHU-2 7 Z RR-3 U. _ 780 CFM CD-I l0 CFM w O RR-2 x 16" 735 CFM '�� J 0 N TI t:N CD-1 _ T 70 CFM 7„ V\J I N � YWELL Lo Y8150 SYSTEM& N W8150 CONTROL PROVIDE ACCESS 7„f FOR SERVICE. N 7 � W CD-I 75 CFM nN V CD-1 155 CFM O FG-2 FG-2 70 CFM 70 CFM CEO cm 1 UNIT"BM'FIRST FLOOR PLAN M- SCALE:1/4"=1'-0" 2 UNIT"B2M"SECOND FLOOR PLAN M- SCALE:1/4"=1'-0" 'Z Z W E O" W OL 0O O y C CD V cWU as 'r. W C--� 0 0 O _ H Q U s r 3 U Z Z ii cc U Q �a�ww�r of NIF 14 i�t ajs�,i r 0�----8"4 BATH EXI.1 600 CFM INTAKE CURB AND CM TERMINATE W/ IILL��II ROOF CAP. vi Z O in w I0"O EXH HOOD W/CURB&CAP Z NOTE:ALL ROOFTOP PEW--TRATIONS I N NOTE: IiALL 13E T1•IROUGH FLAT ROOF AREA L CN L O p o Cie L0 10"4 EXI i 1I001) 0 -4"DRY VENT - N W/CURB&CAP J �- UII D z Z D O Q Q = w U J � w LJJ U o N C) O�-GAS FURNACE CONCENTRIC VENT -INTAKE CIJRB AND CAP Z ui O _J O N � 1 N ' m N a c: 0-1C) N J Z 4) E Ln O 1 UNIT"B2M"ROOF PLAN M-3 SCALE:1/4"=V-0" ELECTRICAL SYMBOLS O RECESSED DOWN LIGHT OO SURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE 0 LINEAR STRIP LIGHT AMPS:200 Lr1 WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M C B MOUNT 48"MAX AFF O WALL MOUNTED TWO TONE DOOR CHIME, PHASE/WIRE 1/3 MOUNT T-0"AFF L) Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE 120/240 `QP 3 MHO THREE WA WALL MOUNTED SWITCH, A.I.0 22,000 u,O°L Q o� W y C y V� MOUNT 48"MAX AFF U N.O. H y > Q 4 FOUR WAY WALL MOUNTED SWITCH, p W U Q `P MOUNT 46'MAX AFF U N.O. CIR TRIP NO NO TRIP CIR oc p o o c o NO AREA SERVED AMPS A W G POLES POLES A.W.G. AMPS AREA SERVED NO O C O 120v,MULTI-STATION SMOKE ALARM U = r 3 °+ WITH 9VDC BATTERY BACKUP LIGHTING BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) U :z o co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES:BSMT(UNFINISHED/UTILITY) 2 °L u WITH 9VDC BATTERY BACKUP _ ELECTRIC POWER PANEL 3 RECEPTACLES:MEDIA PANELS(BSMT) AFCI #12 1 1 #12 EP 20 20 RECEPTACLES BSMT BATHROOM 4 AFCI DEDICATED GFI(1) MP iaw►ury O MEDIA(TEL OR CAN)PANEL LIGHTING:STAIRS,MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES 1st FLR BATHROOM pF Nf�y, '��•"""`~ Y J❑ JUNCTION BOX CLOSET/PANTRY(1st),HALL(2nd),LAUNDRY(2nd) AFCI AFCI DEDICATED GFI(1) � �fp �,0� 1� DUPLEX RECEPTACLE,MOUNT 18"AFF U N O LIGHTING:GARAGE 20 20 LIGHTING:ENTRY,FOYER,&DEN c i♦_ RECEPTACLES:GARAGE GFI(2)&GDO AFCI AFCI RECEPTACLES'ENTRY FOYER,DEN&EXT.GFI(1) DUPLEX RECEPTACLE,ONE SIDE SWITCHED, MOUNT 18 AFF U.N.O. LIGHTING:LIVING&DINING 20 20 LIGHTING:W.M.ROOM RECEPTACLES:LIVING&DINING ROOM&EXT.GFI1 9 #12 1 1 #12 10 �-«-••'' GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U.N.O AFCI AFCI RECEPTACLES W M. . () *.� DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 " RECEPTACLES:KITCHEN(ISLAND) AFCI AFCI a TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO TV MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES KITCHEN COUNTER A20 20 FCI #12 1 1 #12 AFCI RECEPTACLES:REFRIGERATOR 14 a TEL TELEPHONE OUTLET,PROVIDE WITH CAT5E CABLE TO MEDIA PANEL,FACEPLATE AND CAT5E CONNECTOR 20 20 LIGHTING RANGE HOOD INDICATES MECHANICAL OR PLUMBING EQUIPMENT REQUIRING 15 RECEPTACLES DW&GD(OPTIONAL) AFCI #12 1 1 #12 AFCI RECEPTACLES:RANGE 16 XXX ELECTRICAL SERVICE,REFERENCE MECHANICAL AND/OR PLUMBING Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, LIGHTING REAR PATIO 20 20 Z PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE 17 RECEPTACLES REAR PATIO GFI(1) AFCI #12 1 1 #12 AFCI RECEPTACLES LAUNDRY&HALL(2nd) 18 O C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER N LIGHTING M BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES:M.BATHROOM Lu 20 INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 #12 1 1 #12 w KI RECEPTACLES:M.BEDROOM AFCI AFCI DEDICATED GFI(2) 12"MAX BELOW COUNTER GFP INDICATES GROUND FAULT PROTECTED 21 LIGHTING BEDROOM#2 CLOSET&BATHROOM#2 20 20 LIGHTING:BEDROOM#3 CLOSET&BATHROOM#3 22 WP INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES:BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 GD INDICATES GARBAGE DISPOSAL V) RECEPTACLES:BATHROOM#2 20 20 RECEPTACLES:BATHROOM#3 Lu DW INDICATES DISHWASHER 23 #12 1 1 #12 24 � R INDICATES RANGE DEDICATED GFI(1) AFCI AFCI DEDICATED GFI(1) O o REF INDICATES REFRIGERATOR 25 LIGHTING:ATTIC 20 #12 1 1 #12 20 RECEPTACLES DEDICATED WASHER&DRYER 26 Z � HD INDICATES RANGE HOOD RECEPTACLES HEF-1&SF-1(ATTIC) AFCI AFCI FP INDICATES FIREPLACE 0 Q N D INDICATES DRYER 27 28 Z 0 WH-1 WALL HEATER FUTURE MAKEUP/SUPPLY r�LLJJ i— W INDICATES WASHER (W M ROOM) 20 #12 2 2 #6 50 DUCT HEATER(ATTIC) V 0 N INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 30 L1J Z GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH Lu Q LJ.J N SIDE OF INTERIOR DOOR 31 HWH-1 CU-1 32 Q Lu J O GENERAL ELECTRICAL NOTES ELECTRIC HOT WATER HEATER 30 #10 2 2 #10 30 OUTDOOR AC 33 (BSMT UTILITY) CONDENSING UNIT 34 0—Q Z Q 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,FUEL GAS,AND ENERGY W W CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE LOCAL CODES AND/OR AMENDMENTS. 35 AHU-1 GAS FURNACE(BSMT UTILITY, 15 #14 1 CU 2 36 u LLJ Q Q 2 ALL MATERIAL SHALL BE NEW AND U.L.OR EQUALLY APPROVED 2 #12 20 OUTDOOR AC 0 LL J� cU 0 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 CONDENSING UNIT 38 PHASE AND CIRCUIT NUMBERS 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHNrrHWN COPPER OR EQUIVALENT SIZED 39 SE-1 SEWAGE EJECTOR PUMP(BSMT UTILITY) 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 40 ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SPARE - - - - - - SPARE 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND U 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS I I I O 8 ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS O ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH L N PANEL r- 9 ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT 120/240,200A,1P,3W GROUNDING TYPE 3R METER w/BREAKER, M L.O.,TYPE 1 W 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE TERMINAL SERVICE BOXES 120/240,200A,1 P,3WON EXTERIOR OF BLDG N WIRED PRIOR TO WIRING OR ROUGHING IN PER SERVICE PROVIDER (1)2"CONDUIT WITH(3)#3/0 CU REQUIREMENT o N 7 Lo S ^1 11.ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE W AND AMPERE RATING TO SUIT EACH FUNCTION C 0 12.ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY N RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, CATV TEL RMS,U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE TO BE COPPER Al 13.ALL SYSTEM WIRING SHALL BE TYPE APPROVED FOR APPLICATION ALL SYSTEM WIRING NOT #6 CU GROUND, MP-CATV MP-TEL CONCEALED IN BUILDING CONSTRUCTION SHALL BE INSTALLED IN SPECIFIED ELECTRICAL RACEWAYS BOND TO ELECTRIC MEDIA PANEL MEDIA PANEL '— SERVICE GROUND 14 PROVIDE FIRE STOPPING&FIRE CAULK AT ALL FIRE RATED ASSEMBLY PENETRATIONS FOR ALL ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES TRANSFORMER N 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 O 17 ALL APPURTENANCES REQUIRED FOR A COMPLETE AND OPERATING SYSTEM ARE NOT SHOWN (1)2"CONDUIT CONTRACTOR TO PROVIDE ALL APPURTENANCES NECESSARY FOR A COMPLETE OPERATING SYSTEM WITH(3)#3/0 CU CONTRACTOR TO CONTACT ENGINEER IN WRITING PRIOR TO BIDDING FOR CLARIFICATION DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS CATV (1)1"CONDUIT WITH \Z= 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5 5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND TO BUILDING TAMPER-RESISTANT RECEPTACLES,EXCLUDING WALL SWITCH CONTROLLED RECEPTACLES,DEDICATED METAL WATER PIPE APPLIANCE RECEPTACLES,AND RECEPTACLES LOCATED WITHIN CABINETS. 19 A FIELD-APPLIED LABEL INDICATING MAXIMUM AVAILABLE SHORT-CIRCUIT CURRENT ALONG WITH TEL = DATE OF EQUIPMENT INSTALLATION IS TO BE PROVIDED ON MASTER METER BASE AND DISCONNECT (1)1"CONDUIT WITH #6 CU GROUND TO SECTION/S FACTORY-APPLIED LABELING TO INCLUDE MANUFACTURER RATING WITH ELECTRICAL (2)CAT5E CABLE 3/4"xB'GROUND ROD 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 NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22.ALL WEATHER-PROOF(WP)RECEPTACLES TO BE AN ENCLOSURE THAT IS WEATHER-PROOF WHEN ATTACHMENT PLUG IS INSERTED 23 PROVIDE FIRE STOPPING AT ALL FIRE RATED ASSEMBLY PENETRATIONS SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES Z Z� mo E o W U, >v O,o y1� Cco U`t H ; [P auj U <E ° ow In W C_ Up O O a N v U .c m o U ^Z `O oc U Q nuiw Neiv as` OF P Y WP NO Al: IL � F TV I I I I I I FINISHED I 1 Z BASEMEN f 1\ so O a TEL $ Z WALK-IN1 ` Q O I I CL Q/ \ N 1 sO co 1� ON 1 BATH O - I O N Z uj o w Q I I i-�' 1 U coUP Q ~ eHWH / 1 SE Q N Q I 1 e 1 1 � I 1 UNFINISHED UTILITY / / AHU UNEXCAVATED I / 0 Cal I / MAKE-UP AIR CID r I / CONTROLPANEL • Lo 11 pp N 11 MP-CATV UNEXCAVATED - C: C)'4... 11 C) N r MP-TEL J EP' a)Z d ::D •c: 0 le' 1 UNIT TM'BASEMENT PLAN W/WALKOUT E-1 SCALE:1/4"=1'-0" u Z Z OWC Gl O E fD W ul O V O'O y C co U`t i— jO [O G LuU QF im Q W C O O O ~ 0° oQ a N U x r 3 U �Z o U X/ \ , jtilmu* WP OF NFK, WP TEL z� • "oCD oo d C ' ,TV 1 _.� 1 OPTIONAL GARBAGE )o -\ TEL \ DISPOSAL EF OPTIONAL FIREPLACE \\ I 'GD& / MASTER LIVING / \ o(DIFID ROOM KI KITCHEN KI /DW 4 p / Z --69 MASTER Q so I ------- / 1 How WP EF BEDROOM / � LLJ 11 11 `0<�\ i \01 // P LOCATED IN THE ATTIC z \ \\ \ C i / I b SF EL REF �-`�� o- o 0 \\ ' CV AM \ =0 \ \\ , £ � El \\ \\ �. 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EF 1 /-� / MUDROOM /' \-,� =QC \\ I EF HALL EF BATH#3\1 1 IE WP�WP / O LOCATED IN (J' FOYER �' \\\ ���/ I iTIP/1" THE ATTIC Z D_Q -)oO 9 BATH#2 W o CONTROL OF \ ATTIC LIGHT \ C 0 N TEL 1 I D VJ O Do BEDROOM#3 L.0 \ I N / \ I GARAGE I BEDROOM#2 - c: N TV D // I P Cr_ - � DEN \ \ � / XTV c: \ \ E 1 UNIT"B2M"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" K2N UNIT"B2M"SECOND FLOOR PLAN E-2 SCALE:1/4"=1'-0" PLUMBING LEGEND VENT GAS TIGHT BASIN COVER PLUMBING FIXTURE SCHEDULE ________ SYMBOL ABBR DESCRIPTION ��,%y _"DISCHARGE PIPE TRIM CONNECTIONS '� s S or W SOIL or WASTE PIPING INLET SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS MANUFACTURER MODEL VENT s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) „ WASTE WATER WATER VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, --------- V VENT PIPING ``� ' ® —PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" �„ _ LONGATED BOWL,TANK TYPE,KOHLER K-4636 V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM ® SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH LANS FOR TRIP LEVER LOCATION 0 Lw LW LAUNDRY WASTE PIPING PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF.WHITE, W °� C o 0 LV LAUNDRY VENT PIPING _ _ 1 _ ~�'~ > rn- P-1A WATER CLOSET KOHLER K-3998-0 3 2 LONGATED BOWL,TANK TYPE,KOHLER K-4636 c W v a Fc "IQSEAT,SEE ARCHITECTURAL ELEVATIONS& of o W o. 0 0 Iw IW INDIRECT WASTE PIPING O _ LANS FOR TRIP LEVER LOCATION u _ ;3 N Iw CWW CLEAR WATER WASTE PIPING WHITE,VITREOUS CHINA W/OVERFLOW, ^z TP TP TRAP PRIMER PIPING CHAMBER VENT �TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" � SYSTEM SEE FLOOR PLANS POLISHED CHROME FAUCET W/POP-UP DRAIN. a U G G NATURAL GAS PIPING GATE VALVE WHITE,PEDESTAL W/OVERFLOW.POLISHED cw cw DOMESTIC COLD WATER PIPING P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2 2" ��� ��� Of NFjy CHECK VALVE �ti.--""••. Y I-Iw HW DOMESTIC HOT WATER PIPING CHROME FAUCET W/POP-UP DRAIN. �4 r e0� Nocw NDCW NON DOMESTIC COLD WATER PIPING P-2B LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2" 2" ��� �„ WHITE,VITREOUS CHINA W/OVERFLOW,CHROME 1�i a1a a FAUCET W/POP-UP DRAIN. f BALL VALVE STEEL COVER 8 s 0.'714z,•. ��,r 06 NATURAL GAS VALVE FLOOR SLAB NDERMOUNT,STAINLESS STEEL SINGLE BOWL, 29112"x 15 All x 7 8tl"DEPTH,PROVIDE GE 1 BALL AND DRAIN VALVE INLET P-3 KITCHEN KOHLER K8883 1 KOHLER K-10433-VS 2" 2" GFC325V 3 *HP,120V,1 PHASE,60 HZ DISPOSER, � /2 v DRAIN VALVE HIGH WATER ALARM CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW Y2 PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES d6 OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ _ /4 TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH VIV VALVE IN VERTICAL (TYPICAL) Y3 SHEET METAL SAFE WASTE PAN 2"UPTURNED Z a TMV THERMOSTATIC MIXING VALVE Y1-3 WASHING DGE.SEE APPLIANCE SPECIFICATIONS FOR Y2=3" OXBOX ONE Y3=- 12 P-5 MACHINE VALVE SIOUX CHIEF - - 2" 2" ��� �� AN SIZES)REQUIRED.DOUBLE HOSE BIBB w TRAP PRIMER &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION VIEW CONNECTION&WATER HAMMER ARRESTORS. BWV BACK WATER VALVE K-TS 10274-4- ATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER KOHLER CP 2" 2" �" �" Lu Q FLOOR DRAIN K-1150-0-LA ATH SPOUT,SHOWER ARM W/FLANGE AND 0 J K-304-KS-NA P-0 NO SCALE SHOWERHEAD. OED OPEN END DRAIN O C) CV NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM W/HANDLE, Z < O M METER wl VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE. P-6A SHOWER - - KOHLER K-TS11076-4 2" 2" SHOWER ARM W/FLANGE AND SHOWERHEAD. Q Lu CV PIPE UNION E-CP LOOR DRAIN,SEE SCHEDULE. Z 0 } Lu 0 L0 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 2" 1 1 rTILITYZ CN f1 f1 SINK FAUCET W/LEVER HANDLES PIPE CONTINUATION THERMOMETER Lu Q Lu JV) Z o PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE Hw�� FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" - - LAUNDRY ROOM UNDER WASHER Z Z LU O 0 PIPE DOWN THROUGH FLOOR SHOWN BLADDER TYPE O Z Q EXPANSION TANK HOT WATER TO SYSTEM �- m PIPE RISE/DROP SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" - - SHOWERS = J O( W&T WASTE AND TRAP BUILDING N Q Q STRUCTURE w J U �— co CLEANOUT AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - EL V) N AREAWAY.CAST IRON STRAINER.VANDAL $ FCO/GCO FLUSH FLOOR/GRADE CLEANOUT COLD WATER PROOF SCREWS —� INLET W&V WASTE&VENT PIPING cw WH WALL HYDRANT JR SMITH 5609QT PB /4 TURN.POLISHED BRONZE,FREEZE PROOF W&WV WASTE&WET VENT UNION(TYP.) - - - - �4" - WITH INTEGRAL VACUUM BREAKER — T -r_ BV BOW VENT HOT WATER 20 GALLON,240v ELECTRIC HOT WATER HEATER, lJ 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 VIF VERIFY IN FIELD RELIEF VALVE u— FULL SIZE DRIP PIPE TO ELECTRIC w NTS NOT TO SCALE WITHIN 6"OF FLOOR WATER HOT OHEATER 120 GAL O N CFH CUBIC FOOT PER HOUR L_ c SF SQUARE FOOT iv DRAIN VALVE C r-- L O W LIMIT OF WORK Z � LINO UNLESS NOTED OTHERWISE 6"AFF V&C VALVE&CAP FLOOR FM FORCE MAIN L—J� V�J 0 (INV.XX'-X") INVERT ELEVATION 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL N P-0 NO SCALE Z GENERAL PLUMBING NOTES 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,PLUMBING,FUEL GAS,AND 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 INSTITUTE"STANDARDS FOR WATER HAMMER ARRESTORS O r- 3.LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING 4.ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE ALL SUPPLY PIPING 3/41,AND SMALLER SHALL BE CPVC OR PEX 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF X-0"BELOW GRADE. 6.ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED. 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED 8 ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES 9 MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED 10 PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11.PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION BEING SERVICED / J zz� mo E02 So' y C U v y 1- ;ON p CLu o o p o O — 0 c U x t 3 U ^Z o U Q lands"b OF NIFIV ti 3� cs♦� h'CW&1/2"HW TO PEX MANIFOLD v TYPICAL "H W _HW 2"W&V 2" 0 cw h.,C W 3/4.. N Z 0 N 1 W h"CW&1/2"HW TO PEX MANIFOLD 2'Wgv TYPICAL HW Z O 4..5 C CN V) C-) o—,t r�--i, L oo— I P-2 4Q4QQQ w Z CN `�gqgqqqqqQQqq —— 1111 (2)az HW Q - f111111 t �.1-� "cW 2"W"cw co z'v 2"V Ur � N L(6)1h..CW (4*'HW P-1A 3..S O 3/a..G O 3/4"G(60 CFH) Z D (60 CFH) L.,—fo P-6 3"RADON m J - 0) r—� Z U- 120 GAL ELECTRIC O Q HOT WATER HEATER J HVVH_1 (2)VY'CW SIMPLEX SEWAGE EJECTOR — CL W 4"HW SE-1 r 1"CW U J F-- �n 4"S SEE DETAIL O I J w Q Q a c� h"HW =� N 0 �CW �L2�� � DOMESTIC WATER SERVICE /'REFER TO CIVIL o 600 FP SERVICE ,/ DRAWINGS FOR a 1 13 232 +� F�/ CONTINUATION •� s s cw -+ I 4 TO INDIVIDUAL FIXTURES CE 0 UP TOABOVE E ESTIC WATER GRADE BY U SITE CONTRACTOR { HW FP SERVICE 1.,1 1" (SHOWN FOR COORDINATION ONLY) LLLLLLLLLL[a2 rrrrrrrrtrrrrrrr[ III 2"LW 3"S Z /2 u , 1 ' ` HW PEX MANIFOLD 2 2,.V CW '12„cw L.` ,v[ 1"VALVED HW DROP 3"RADON uj O 3/4 G 1"VALED CW DROP h"HW (60 CFH) CW PEX MAINFOLD hS w 0 N a" h,CW _ z'W _ h..CW i r— NLo m Cal Os, N Z Z .c: E 3/4., rn U -' O 3/4"CW 4" o Ki UNIT"B2M"BASEMENT PLAN W/WALKOUT P-1 SCALE:1/4'1=1 1-Oil �Ir zz� do E� 'cad ye H y j O [O C au QZ2 O1O OC W C�_ p ~ o O n a� U U ^Z o U NOTE ON UNITS W/WALKOUT BASEMENT, WALL HYDRANT SHALL BE LOCATED ON LEVEL BELOW,3'-5'ABOVE GRADE. WH �'OF"N'fw� 2 W&V 3/4"CW �..CW �.,Hw 2"W&V s �a�s O� 2v h"HW y� ......ti'e• .....,,..,.,.r.. (2)2..V 2 W • 3"S l. 1 --------- �HW lj "Cw (2)TS • 2'W /2"C W � 1.. • 2'W&V S Cw P-3 h..Cw i • h"HW h"Hw 2'W&V • P 6 /2"CW —PROVIDE W&HW CONNECTIONS '/2"HW as 1111 TO DISHWASHER BELOW COUNTER '• A"G(25 CFH) P-1 P-2B vi Z h"G TO—` � G G ys"G(136 CFH) O FIREPLACE "G(25 CFH) 1"G(110 CFH) ,y/b'G(136 CFH) N FIREPLACE � a a 1174"G(246 CFH) 4" 3/4"G(60 CFH) 2 V 0 2'W&T (2)h"HW '2"V� (2).'�1"CW FD-1 O O 2"W FD-B O /L2 HW OCRS r. h„Cw 0r2"V U h,,cw 4"S~ fE P-4 --- 2 W O • /2 HW W � N h"HW hmw h"cw V) Z } rW&v 2'v %2"HW • Q" - Lo (4)h"HW h..cw `"HW J N t(6)Y2"CW L2"LW P-7 2"V (/) CL O � 3/4"G(60 CFH) ,,W tS � - Ln h •—�HW O h"cw FDAO0)2 2" P-5 h'CW 2„ (2)h"HW 2"LW&V Q 3"S 2"LW&T Z — LL \ 2"V (2)1/1,cW �"G(20 CFH) "CW 3" A"G(20 CFH) RADON �'�'— CW � "HW DOMESTIC WATER METER 2"V Q W F2 � J 4"S '.MINIMUM 12"AFF U J Q 0 3"S HW qq • • • 3"RADON •• W/SHUTOFF VALVE 2"LW w U 2"V �crw� h--cw ••• , ---�••• •• •�• 2'W&T HW '� h"HW START OF PLUMBING WORK h„HW 3"RADON cn !�"cw , 2'W 0.—J • 2'w&v • f�"cw�= • P-6 /1"G(25 CFH) 2"V P-2A P-1 DOMESTIC WATER SERVICE DOWN TO /2 cw • h"HW • G 2 V r— I BELOW GRADE BY SITE CONTRACTOR 3"S P_2 P 6 2'W 3"S 0 G ,f2"G(351CFH) 4"CW P-1A 2"V—�• 4"cw o•—� GAS DROP&VALVE h"HW 3"S • • P-1A 1 �T� �BY PLUMBER �,wh"cWCW START OF PLUMBER'S WORK ao h"C W 0 3/4"G(60 CFH) h;H� GAS METER ASSEMBLY Y2"HW LL O r-BY GAS COMPANY • 2'W&V Lu "G(25 CFH) • P-2 Y2..Cw O GAS SERVICE UP FROM • BELOW GRADE BY GAS , N 4"HW COMPANY 2"W&V /1 7 "CW C PLUMBING CONTRACTOR TO PROVIDE INSULATION ALL 3/4"G(60 CFH) PIPING IN UNHEATED GARAGE ^I ^; PLUMBING SUBCONTRACTOR �4"G(60 CFH) ` V (D Lo TO COORDINATE W/G C TO M c:N MAKE ALL NECESSARY = PROVISIONS TO PROTECT FIREPLACE�_C PIPING FROM FREEZING _J N Z c: E N O 3/4"C W WH 1 UNIT"B2M"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'-0" 2 UNIT"B2M"SECOND FLOOR PLAN P-2 SCALE:1/4"=1'-0" Z Z W d 0 E f0 W M > 0,0 01 U v N ;ON [p, CWU am O1 - O o v O _ a m U x .c m U Z Z O oc U Q (4)2"V ------------------------- <h�f NEB ------------�-2"V ;• � Y � N Z 0 > Lu 2"V ----------r-------------; 3 � �-----♦ 2"V TV PIPING RUN--7 IN ATTIC SPACE I 0 L----------- -•-2"V Q CN —J CL L.L. O - cN i O } i � —� - 4"VTR�b a`--� 3"RADON O z D II — cc W 3"RADON U Q — THROUGH ROOF w J Q C) IZ V)i 0 3"V PIPING RUN IN ATTIC SPACE Y4"G(60 CFH) I TO AHU-2 ATTIC bdoL—.. 2"V Z Lu 3/4"G(60 CFH) O 0— N — m N m Cal N Z a) E O 1 UNIT"B2M"ROOF PLAN P-3 SCALE:1/4"=11-0" RV r CAE MVC 10100 Box•\ tax C MCCOM tmtte \�lea LTT!WM To n1E OW T g`KI N F1 V PM NT � W W7i(et 0 71 25 e 613 11t}13t 115 117}it 1}`.}�} -�DQSR,.•�fE'tn" D 10 JASMINE LANE - UNIT B WATER SUPPLYLA ! STATIC PSI: '0 PSI ? ' 1 t;�19 R O o K N Y. P`' 40 pal J ,1t3 ` 1,1 }II }t: iAu ! FLOW: 1050 GPM in i r��� r..-•, �' � �--t�(11 IM 00 SPRY BcTd)adRItCN CIYf_ t-i+011 A ItY0R/tli F10i4 03IIAfC6 ON ! 1181��' *.1 Mt,+E!NA r• t e '{2 }16` ��} ell : 2/19/2016$•'AJLZ 1TA1FR lX1YPAttf 1' L.,.../];`•I K --- }i9 I 15 114 t, 12, JIG t✓ C'L i:'-21 LAVENDER LANE got+, � •--•--•-----....-- - ;. TIC LocATac xlLt rrioatY-`� .}r. nLr W. ;nr.) � ' '!;-15 R_ INVE ( NFPA-13D GENERAL NOTES j' ' ( is°"W"MIGNU` 1'° —! � ;, U IErsu,ac`u vr;ce scREw eie x•,r_+-� tt�'E R+e Oar-'B[' ✓�^�'�\�!, 9..`� ,`t 9'1 R'0' 3 HQiLrTS1 KLE LAM: it �.:c7t1, 'N \ 'i��',Z (r ULSTER -4 PfWZE LANE (::SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) �1_ ° ( LANE .. ---i- �> Wow oo+r�; I6 i+>C./ Iz! ATE i1'-27 JASSIiNE i1J SPRINKLER SYSTEL't!.:tJYDRAtILICALIY CALLU ATEC NET S)51E1t _ i \ ti i ��` 1�/ + b£11 e' vim C _• j /-W la'tm! CAI R'0 Ittt tl PIPINC HAS 80;SIZED USING A LIGHT HAZARD DENSITY Of.M GPM OVER MT FOAOTE 2 sPRCNK BS � �� ; _ �' /Y1f2•�1'- ��' � �It9 CI,tiSirF-s'PP' iQ JA41tl+[E LK u A cDkPARTUEN:USNC-Ftt9M.TAL SPRINKLER HEADS. _ ; .', - ' i �' ,•1' A I1°jt, �'��,1 1 -14 46111rE LK MApl1Uk SFRINYLE'n HEAD!S'ACP:C-22c It v `` I G PPE 1'J F '�- r���1p� ' f ll��r \ l�� ♦ U� 11 V Yrl]Dm�E W. SYSTEM DESX7,PER It r P.A./1;0(20tc E3:mm,% aFSEr HArrcErt-��` { A ; /y�= ? U� -"e NULBERRY CO:.R' 02 PIPE MATERIALS •'j OFFSET HANGER ALL PIPE A C F"TM.S ARE BLA7EkASTER CFV, , _ Wi CC TR'J55 OR 9fiet ( 1rOCI`F.CaEW R'A x 1.7 ! 4� / "'. 4,6 CONTRACT INFORMATION v,wcrttUssoa SEAM-/ ! ! t.• %�/ c _----------------- r , f 9•D �i - --- .._.... , 't- ,` wily N r aware WORN LRVDET IRS CONTRACT CONSISTS OF THE FOL10N1NG ---..._..-•--•--_--••-.-.-----.......---._........___..._..-------_. � -- __.._................. $ ��e�� DES-Gh AND 11STALL A M'CWING SMUIEP.SYSTEM PER h FT-.A-tM 2C10 EO1-10N OFFSET HANGF/9 DETA/L HALFSTAAP HANGEADFTA/L_ t' 1 ~� r " -DRAr-T srcFrnc SHAJ et PROVIDED ET Tit t>1�:P AtcoRDarxE MTF+TFE LS c 2OC3 MINA. - goo L' }10 (� .+' !t -BATHROOMS LESS TRAP.55 SO.FT SHALL BE IN CC'MPJANCE WTH TI-E REWIREMENTS Cf WPA-I3C 41-2 14 `i � i� At:BATHROCUS AR:t:DNCC'MB'J5TIEL£9JE^ET ROCK:VATH A 31.MIN Tl•FRVX BARRSR CLOSETS LESS THAN 24 SO.FT SHA!._BE III WAPLIANCE AITH TrF_WOUIREUMTS 9F NFPA-11XI 8.6.3 t-- --__._._-_..___.-.-.___ ---- i' -13�C.fC 9JFP1'Sem3S CLOSETS ARE CW..STRUCTEC 0'NCINMVEtJStIELL SFSEr ROCK VA11:A 3C 1,04 THERMAL BARW-R ,__-_ -_-_._-.• Y 11l�SER1tCi IN r yr ID 5 Ct�RrRC{i+'C VU -EXTERIOR eALCC\1£S SPRINKLER PRO'ECTiON IS PROMDEC ON ALL BALCONt`'S AW PATIO'S 0'OV 11tNG WCt CtlllEtlsl 10 ThT.RSI�\ iF 1Y ar Y[!!Ft'24r CPOIAE Elm Ix CDttQ!R RS woo t511 f UNITS 9,ACC'ORDAPiC`WTh TKr£IB::Go3 Ee�TtaN SECTIM 901312 �-'; :1 1 _' _._!. k' _ i! tRAL tIPE RAN StIIOI tuER Ft rt t e,T1S1/1rZA%MLLk E PL_____-- ,t' t�DtHFPS /-� 16 W,%RYE • /T AN ,� --{�,� N.T.S. -ATTICS ARE NOT VSEC FOR STORAGE AVD DO tI^T COnT.Ath AMY FUEL TIRED EOU1F+tIENT, 1 I ! 3 `------- `� �i Ij i t ' .. ., i i ( + j VY CL IN T •• •• ! aY, 7r'scat¢F rEr e'or lac.<x!x cus eou- E! j i; t - --------- f a• A /- vtlAlydt lo!+e mEPB�i.uuE Rw cairAfls E IxtB u►>F4Tt SNITCH Br<WU NOTES TO THE OWNER !�° � +; ---- - tr--- i 1 1; ' -rt I�"0'to 6 coax�10 PER NFPA E 9'MAINTENANCE y 1 t i +6 91 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION OF A SPRINKLER SYSTEM 1 d•f- FINISHED - ! �� i AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONDITION. BASEMENT t 6 9 SPRINKLER SYSTEMS S,{AI.{AF tASPFCIEp,TESTED AND MAINTAINED IN ACCORDANCE + ,, -1-{-____ _...._ \-*7M M.Z,---on:HO(omi, y WN ( i �-0 ry _J " WITH NFPA 25,STANDARD FOR THE INSPECTION.TESTING,AND MAINTENANCE OF SMEL'aMlY 1XIE5 MAT DIM A[1MAL IAIMi StaM_ - � b r-e-6 ! WATER-BASED FIRE PROTECTION SYSTEM:. --, BASEMENT FLOOR A 0 9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM IS THAT OF THE o! _- -`----- --- --- OWNER OR MANAGER.WHC SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION i z,IJ17 <, ELEV.-0'-9' FOR FURTHER INFOPMATICN,SEE NFPA 25.STANDARD FOR THE INSPECTION.TESTING.AND MAINTENANCE1�'' --- - OF WATER-BASES FIRE PROTECTION SYSTEMS j 6 G (�• 1 +��- ADDITIONALLY l I ---- - -- lie r" 1 YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THc PREMISES TO � ! ' - +-' �� " I RN PR/NKL / T PREVENT THE WET SYSTEM FROM FREEZING ( i ?__ .:`_= --=_•---- -.... -- _i `'a r° sr-c ! - =- ER S S EM RISER DETA/L 2)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN --- T-?E SYSTEM T.N. S.3)IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, THE SYSTEM WILL HAVE TC BE UPDATED ACCORD NGLY �.._...._ ----%(--- TJ•r 1 " - :. o!C, t (�. S AI SPAM CC A'Oo RrWir Mt Srl"AF..fF I l , �~...� �• t'.. f aRi1lECfd'+PI'}AfPA 13D 5` STAIR -4. �, � �• �, ir�, j I �I --------�'�•-• -'2.1-- _ -.;,.'� „rfi�s�:'?` fiY ate.s , �� -._..-._ rC��•-4 6-6 - i-J Ali ELEC 8-6] - 3_- e5 r IL o Y 803_- i tb iL-SANE ---- -!Y•--.. -70 _ `----7 L78FA 1C FK StA1CF A1TfR UA[Ct PERMIT# _ _ ---.-___--__-_-_� _�._.i.�-�1 - -- - -- _- -`� -- -- >�:� i - - _�._ ! i -v-v�%-v-.=-..-..-•ram.�,vv�^., k? - / -,� __ 8 E -y t-2 - -Ir- j L CONTRO.VALVE AND Ali UNBER6RE►`UN)RPIM, 'i SFRi WE a LfRN6A1jp0Y.fA-J ZSBL# 4 !S 8Y OTHERS. 140,SERE PROTE"'Ta'S m%,- C, ` a� UNFINISHED �-r FR StiAZI 1MV nPPLf tK tr n Wi rLo,;IAfyllx 8E>tt> AT 2'F�%aDtWC WATER NE Lt T INSIDE ! MASTER MASTER OCT �1NEXC ATEt? --- i THE BASE�rt4T:. � BATH (�,/] 2 L ! JTtIITY BEDROOM DATE APPR RAME�r°" _ UNEXCAVATEC 1 �-; ! ( _ SECOND FLOOR ELEV.-'4$' BUILDING iNSPE ,Village of Rye BrookNY ----- - ! -- -t r• j\* t MIN IIIZG"'-W0 TW ai+$L D;EC%XlEE'L�A 3E.%Tr �:' TTti{- ' -F �i � _ t L EZSI MA CaRCr n 947W_RMIFR itim`TAtsV gmG � TI I t. V ViCVLL'[WM'M'S'CFEM RM1UBL WIVE iW CNA1 A P7%,'h**Lr%YTD- o; -J I t1f UClAL4'47DSI'247'8if)aL BI At IDE C1t5tA.6cTfH YgDSIT Ytlk =+ � LIVING L IMF T(F iioft Sim%IS Fwsm Gw e'W/rw h VALt£ ; i KITCHEN OVALi�EQUIRED FOR ` - to,Ur ROOM DEVICE. --t, t ) I -------=-- --- -=- -04 FIRST FLOOR BACK PREVEON - _L� :-� 11 i"I _', ------ •w....:--- - _ -- -- --a - --- ! _ ELEV 9 6„ �: WE RF�DE1IX GXMEL=t'TUiW SIPZtIFO(1TP.) ( I� L IIrR VE ECE FINISHED WALK-IN el-, � BASEMENT i C I j__ _ _ BASEMENT FLOOR %UNIT x " :` --�.:.— ��— ------------------------_._....•..-.._._._..._...----_ __------�-- ' — —_ t ,- ELEV. 0'-0' AUG 2 5 2020 I . OF NEB''Y S%JGEryF qp9 E OP RYE BROOK VILLA G ENT BASEMENT FL OOR FIRE/PROTECT/ON PLAN BUILDING SECTION'A -A" ARTM BUILDING DEP SCALE.-114"= _ SCALE.-7•�4"-1=0" •�9�FEss SYMBOL LEGEND SPRINKLER READ LEGEND JOB INFORMATION 1 A:l pipe'ovations are to be field measured prior to fabrication Whether or not indicated or the drawings,the following items are to be prowled SYMBOL , DESCRIPTION SYMBOL DESCRIPTION DRAWING TrTLE:BASEMENT FLOOR FIRE PROTECTION PLAN and instaltation by the sprinkler oortractor -Head Cabinet spare heads and head wrench per NFPA 13 I , --- PROJECT:KiNSF!ELD DEVELOPMENT + rrDRA;IIICREFERBGRrr 7 .f�IAEI_iGG3Lit1�c:Gx��,F x;�En-s�wlt,rlst F:as,FEo-c ELs.owaa+e REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE i N 2 At-dimensions shown are end to end -Provisions tor flushing connections and draining of al'pipe ! , , --•---••------••---••----••-•--•-••_.._........_..._...___ ._..-__ [tEYAcoNeELaIYTD✓CF s i E, ceNTRACTB:00DG 3 High temperature heads are to be field installed where required. Inspectors test connection shall be provided for eact,system ! •-•---•- CITY!RYE BROOK STATE:NY ZIP:10573 i I". 1 r'3>ATDrA9G1£F]5N@JflWR Q 1i PFif+&t Jbf'0^CiQE$M:E�t„g}CPD:CEII::�FLdCEit/r V�.K=ii.EFNCFGAii_S':.CY?Y1! 4 All pipes and hangers are to be installed per NFPA 13 -Hydraulic identification piates 8 NFPA 13 requirec signs CLIENT:THE WARJAM GROUP PHDNE:19?41 75.250 j LL. 5 Gridded wet systems shall provide a relief va:ve per NFPA 13 Rol m-cl!E_EVArXN0r:V0FSrc1 CONSTRLICTiON:WOOD LTD, F I - E - - w a 6 Al-new piping is to be hydrostatically tested at nct less than 200 i It is the building owners responsibility to provide adequate heal for all areas in the € --- :RE�ufxF�'RES;SLR:II�.!+aPk]r,!Ais:�Ew�15:F:rtyER s:'+G t=+.rvlrecEWTEE 9+.?; ADDRESS:5 INTERNATIONAL DRIVE•SUITE 1•4 P. 9 Y Y Ps• 5 p Y q I ! -�- trQuwTERGEN£liAtEurI,MGYii i3.^.CUPANCY:NFPA13D ------------ --,__--- to, hours or at 50 sir.excess of the maximum pressure, build protected b'a wet r sprinkler system and for ali water filled su piy pipe.valve, ___.__ ___� -__ CITY:RYE BROOK STATE:NY ZIP:)057. 1 S INDUSTRIAL PARK PLACE,M.DDi_ETDWN,CT 06457 P P m9 P ? !Pe P P pP r-_.__.._...._._. t. e , -{�/-�- !PFEMP < 0.G_lAB1tTtFRSC'CJOtKS .:t17RZOtrtkSGEt'cd.SFRa(Sip.t7tF!.I;SD.22C;SET.S:,ORAUX when the maximum pressure to be maintained is in excess o'150pst and system risers to dry type systems ; __._..._....._.__.....---..--_-------------:__..----_.-___ SYSTEM TYPE:WE• 6 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by an approved automatic air PHTURML`DC01 DATE:03/27/2017 FIRE SPRINKLER CONTRACTOR CONTACT P:860' 3 Z-8053 F:860-632-8054 ( -�- JPPER7:RIN-.E rrCO•{ITrRB:DErlty.air.c%DE•:TSFA1i,SR+'r,=T,_5j.tVjOEuREsrtJTN-as,V-NAUfEFP,4s+ 500 gallons per NFPA 13 compressor or plant air system speclfica ly approved for and capable of autorratica ly r DESIGNER:CHRIS JUDO PHONE:I8601 398.502 www.MACKE^IRE.COM IL 8 NFPA'3D a i as required rnaintaining the required air pressure 1 J Fil,GFaXDC1'JFtlr-iAFITIM i PORT CHESTERt ppy q P• T AN:FIRE MARSHAL E-MAIL:CHRISIaMACKFIRE.COM LICENSES: CT:F1.4C;291 MA:SC•120,494 RI:C00347 XW 07 PP;M1 tiAK)txv,b►W,TAT; TIITAL TMIS SHCCT.-19 TOTAL THIS JO&: 54 KIN F1 V RM N 1 O JASMINE LANE - UNIT B RYE BROOKS NY. HYDRAULIC DESIGN CALL AP.FA it; FAR-Sl'FLOOR KITCHEN HYDRAULIC-DESIGN CRITERIA ! t Density .OS 'Spacing VARIES K Factor 4.9 WD.DECK OR Hose Mrwance_ - BLUESTONE PAVER { ' This System is Cesoned to Discl•orce t at a Rcte a`_05 GFV Der sc fit '• ;, 1 of Floor Arec Over c Remote Area of 2 SFrinkiers wher Suppliec pith Mioter -- t at the R,cte of 26.3 GPM at 33 PSI of the ir-LQtRAW hX[Y { E I • _ G�. '1 ! I ' ^ACMI&&n K14ATO)I;yj,'Iti 1�J(L WM,'!.ttXEM1 1� ; �-� '�J� ..�I•� 7 7 ' ' ._... -1 l�C"ICiQ�kOfE. i f}I! ��e+r__'r Tit AffA osai.IFvX M Mail Ea I i !�t ! _r -- t/ gliaxls PA I&S°Gltgf}!ILA^tJS� ' EltAFlb6hF CRC R1l�iC S�RdP.lk PIPE ii ii ,. i ! - _ -�--..._i}r--/ li --_. '__.... _....i CMAUMI,' WAi •' �, '€ -..•.. ii sr F1E.r FPAY Sa 11Ni FFON llm 300Y J A ;I f j i)- ; z-iD i 1• :-� A MJ3 rar WO AN tT WMI i. I; "1 �} )a - )``� _ ° 1 i ►�d ri i, E b )1f •fI ��✓ tl• A. 1�---/_...._..-----'---- �;s�;-/, rACIL,i C:.PE ND S�iQfi 1 i ^ f L%"w +i �! {,Y�^!�'+ _ ii/A II i %"- - �.._-. Cl%YJG T19Yr 1 '(JJ -- - --(SE' --- - -..._._....-i' °�•', ` C--�' ' c'_C• �i / F RIAi P?ALQI�THt SIX T TIC HOtiP1/ / F{4 �/ ' �� i _ \.+ !; A� 1` 'DR.4tTLIC DESIGN —C1 117� - _' - s I �Y.ITCHEN..._...._ r !� ` E �'!; °v} MASTER ,� r, jf6 CHOW OF THE R00'TRi1 c Ar.d ATtt?ul RrJOr.A 2:llt.._ \ !i ci'° / ! +S SF.Ci nTD FLUOR _ .. H r /J MASTER OF.ORMM ri,.a]JIC FRtltrC ROriq ,• i`41 :' i E HYDRAULIC DESIGN CRITERIA E '_ it � l .s_f •,r. ! �1 \ ' e m c MASTER - _., D I` �. s �, � \--r PDWr'S IeM:L7i t ! i !I ;\ti /! ; ersRy SOS ! r ----- -- i1f ! % 4 L- e'•t L`E�O%' ESUQ,TU.CQKfNFE s �/ 1 BEDROOM Spacing VARIES- ! � � _ • K recto 4.9 -- --- -- - - '� �' ' �, ✓ ,' C i '� }'� Hcse A:owonce -- } SMW 1103E -' e = ----- )j, �'' i ! This= ten!�0e5 IeL to Ois hCr e J � /N ULA T/ON DETA/L SPf//NK _ . _) �•� ,. ys S. �J- 7�- ^"rcl_ , -2�-_- -- - `-i---- �,1 a-i-_/ /N �+ r r-- - _ `� ! at a ate Arec 05 /i�id ve,; o 1f!:!-ti i' Q _ _ s + OR ADJACENT TO UNHEATED SPACES �= I :a _1 I of .Ar Over o Remote Area f ), I •,;,� ;a; ?-}Sti /� I L Spnnkiers MhC.Suppliec with Water , NT$ t1 �� i ��\ �� i ✓• at the Rote of 25.3 GPI!at 39.k PSI� Ci the FF f7SOtAHG':t70 j -5 f I -�•L ��•y t, /•i- I I -'•� �,j cit 3,C'c LA ND Y �DINIT.'' 1 ' ! t !`` - / Jkt:nD�.')£Flt:�E!11'.t FM 11RE(am + i � i-.i v . __ - oxf air:n1 usly:r'Irrs er aNM) HYDRAULIC DESIGJ� I�R�B'���(�± STAIk I/ /' 6 F ) '- hT' �_i CONT}a T=M4 xvvR WIPLR S 0!a FiRST FLOOR CA LC ARF.A#1 �\ ?i w/�LF tt: i�^ii 3,STAIR ; 1 FJEO:- pn7 y. 111r4 V$:*�WTF.11BN S CH{IIY ON%) GARAGF Ia4 , 1,i �� ' - �- ------— -- - = =-ELM _^-�=T--�' ., �—' i � ! � °j �=�-_- f �. I 1 :�__•; HVC)RAULiC DESIGN CRITERIA r -' —2'Iatm�a.NE rF SWCE WRE,A LIP `'` �- L i HALL � •!'-- n .�= v' ; \ W.0 e.Xu 1!r]w%ter Timm) Densi I ) .Q$ i :,(su• /-'� ,�'i I / ! F-1�' a:4C' r.6• S. -__- ---- -_-' � : �Ei:I-.SELI Spacing VARIES �r L i j - :• '4 Dom �a ���!r ! K RCctor._ 4.9 -."- _� !; Hose Allowance I _ I c� _L BATH I I�,' !� r�_Js.- _ ' ^ -�• �_N e Y _____-_yl lj`��a._`_G�-�,` T Discharge t !1 I i �i fi0 o + '�-~ L- - �.. • r 9 ! ----- is$ySIET is Designed toc FlRS r -•--i} -s -\.- "'--L iJi�;�. i,.�'� i of hate of 05 GPV.per sC f t I i _ I UP 4RaU \ 1 t 0, o-- i i i ! 1 f of rloor Arec Over a Remote Area of tier,SI.D lied w, �\ �R I C�;r _; —r o• -�*,�,3_4'-� -_••+-•�T-•;' _-._.�I � = 2 Sprinklers w �'p `tb Wcter i ! �i � �`� � t----�� _..i....._ y �• FOYER S n e , zci! � I , j =at the Rate of 30.3 GPM at 29.7 PS! ! t; .�� o�• c. l the fF�Dg7 4A•$' {� i �:\ 2�1,. J�• i i �� ._t i .._.�'•' 3C2% ))f �q 9_C' � a.R• �:. G•,S• ;�t , G, ; •, � i, � .-.-'..-T_"'-r'.,�'_ ___ _:.L./�-).��__ !_' "'•��V l�,F. •-ib ^'' a U°�SL�i )y, t, + Sr-- � t___ _ J --_��n...._._- I 47 } ! a'-s'' +o �.� \ i�/%%!////:i,//i%%%!!/r:.!/!//.�//-'%:/�'.'/%%%%:/ �: �?i 1 =-ram'• r /� ���_ 't v.N01 MIRICNOR TC ADECUATE!Y r6jLj c' 19 s,S +� a : ! 1:'!YE•'EIi"Z-1-•li FWA TR•dos 0 10 0.0-1 FROM:PN;AFf1 A130'J ibE t;pTtAL.TO ..lit:'!fA'TM 'I I BEDROOM iT3 • 1 r 'Ci l - r' SFa+LKO FIFE 0 tiOT FREEZE Li ' iL± Ail— DEN I HALL. ku ! C•-6 5-6 .\ <-E i 0-5 J [ILDROOhf P� ! ...4. MF Fthy� i j!I BI:DRCiOM _ #�2 i \ t-�__: -N 1-_ s5 4-0• �c S6• fKKY.. 1 SECOND-LOOP. GARAGE —�� EL=v. .9 y of Al f-- i /t f f nt:jnRcxl�t Fes' + r'/ ...:�.•... J ... / i i �i i r� ......___..l__ !�-1, ,. t!'0'E°CNiNEEIG F=R•7 i j( ;RtsR R W O.0 i i lib".i AU PPES AWFE Dr.WAGE COK--:ic,Hoi A10 _-- ! i !/ i tFTCfi M F(M tE TO ALLOii FiR lIUGµA'A;V Ir WtkAT0, ` FIRST FLOOR -•- �+�1t j ELc^1.-i0' G.4Fv\GE` i .:} -_.,.... Glr1-tnishe; \ ,'`� NOTE: Basement AU SiFIEWAl.l SPRINKLERS ON,THE SECOND FLLOfi SIN:P'L al[[)'AT C'-7'B10�•THC GILING i �rGW YQ,gk ONNEit SfRa ` - -----._._._._._._._. �4JGENE P,�G by FIRS FL OOR l�/RR PROTECT/ON PLAO� ��_ Oi4f AGE SECT/ON _SECOND FL DOS_FIRE PRO TECT,�ON PLAN r SCALE.1/4=1-0 N.T.S. SCALE 7/4"=I W" `cl PR01 OFEyc`Oc 1.All pipe locations are to be field measured prior to fabrication Whether or nct indicated on the drawings,the following items are to be provided SYMBOL LEGEND r i SPRINKLER HEAD LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION DRAWING TITLE:FIRST&SECOND FLOOR FIRE PROTECTION PLAN JOB INFORA,ATIan - -- and insta'IaUor by the sprinkler contractor. -Head Cabinet,spare heads and head wrench per NFPA 13 ! HTt>R;II.I:FF_5EkCEF)1I PEiufiE:SfCieii•PESS rrllt x+w�OEr)rf1+ESFRwt Env-rnt,r,�r9. - PROJECT:KINGFIELD DEVELOPMENT 2.All dimensions shown are end to end -Prnvis one for flushing connections and draining of all pipe ; r `a`"�E Sti.CFule!C REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE 4�E 3.high temperature heads are to be field installed where required -Inspector's lest connectior she I be provided for each system i L10d: 6EVATONERCWTOPOrSTE : -'-"-' CONTRACT$:0000 4.All pipes and hangers are to be!nstailed per NFRA 13 Hydraulic identification plates&NFPA 13 required sicns '•��: it_Y1•TlOti W1EWiGt�fi[0? ;PEiAeEE'3:`n fdJCsR3%u:YO�r; LPEN7,tre vMEP,r_rr�_t_.sa,Bstar>`r .aT;;ys ____..._.___..__ E BROOK STATFI NY ZIP:10573 c -__—_ 5.Gridded wet systems shall provide a relief va ve per NFPA T3, i troy is cl t Fi=raiINo RpOrS-E ! CONSTRUCTION:WOOD CLIENT. E WARJAM GROUP PHONE:t914!763 250 too! 6.All new piping is to be hydrostatically tested at not less than 200psi It is the building owners responsibility to provide adequate heat for all areas In the ; � !CEII�RE�1' a::t>E1u8�'r'PFSL•WSLENiaHtlRC PA!St7 At�P I R In'M1i W.:.C-,750EffEF,WI rRk! __-_-_____-..___»__ LTD' 0 0 __ i Crtyp•rRq/J,z11D ;Eo - l ADDRESS:5 INTERNATIONAL DRIVE-SUITE T 14 for 2 hours.a at SOpsi!n excess olthe maximum pressure build ng protected by a we!type sprinkler system and for all water filled supply pipe.valves; _..._..: ODCuPANCY:NFPA i 3D - CITY:RYE BROOK STATE:NY ZIP:10573 T p P psi. and system risers to dry type systems. --Q-�� I =Hu` >~i�tr'F•nt�'uI'��H S�Itila+TeSE3TAt s�ItirtFF r.r� SE, when the maximum pressure to be maintained is in excess of�50 y y <' c+3rll'.�r,.rPzu. _ _.__._..-_. 15 INDUSTRIAL ARK MIDDLET04YA,CT 05457 SYSTEM TYPE:WET 1 PLACE' N 7.A quick opening device is required wher•dry system voiume exceeds Air pressure shall be maintained on all dry type systems by ar approved automatic air "d�"{'" FFE1tlnrsronr - DATE:03i27/Z017 Q.86(]•632'8053 F:860•632.8054 500 gallons per NFPA 13 compressor or plant air system specifically approved for and capable of automatically -(�- I FPER130WP;E _G•c ;rT�if7^el E►mtin�"P[npD%Ts*Rt�nui"MPt.KJ9,fStTSC 9�1!Y)17o)Ty'AHtIEFYCh — FIRE SPRINKLER CONTRACTOR CONTACT 8.NFPA 13D apply as required. maintaining the required air pressure. IL C ]!FPEGtC1Gt<D JNCGdn 5G5 _ PART CHEe R _ DESIGNER:CHRIS JUDO PHONE:1850!398.502 WWW.MACKFIRE.COM �.-• Ot;PFENANAN9tWELM%-%TAX TCTAI.TNIS SHEET:•35 - -- TCTAL THIS JOB:•54 J'FIRE MAREHAt - E-MAIL:CHRCIS@MACKFIRE,COM LICENSES: CT:F1.4029'• MA:SC-1,20494 R1:000347 FIELDWORK COMPLETED: April 29, 2022 Underground structures, if any exist, are not shown hereon, except as noted. The location of underground improvements or encroachments are F1LED MAP REFER�� not always known and often must be estimated. Subdivision Map of "Kingfield" F.M. No. 29210 If underground improvements, easements, or filed August 30, 2018 encroachments exist and are neither visible during normal field survey operations nor described in Subject Lot: 92 instruments provided to this surveyor, they may Known as 10 Jasmine Lone not be shown on this map and are not certified. Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.54 This property may be affected by instruments which have not been provided to this surveyor. 91 Users of this map should verify title with their attorney or a qualified title examiner. Legend Frame Building . . .Onlycopies from the ors final of this survey P 9 y AC— Air Conditioning Unit marked with the surveyor's embossed seal are ©— Sewer Cleanout genuine, true and correct copies of the surveyor's CRW— Concrete Retaining Wall original work and opinion. A copy of this ® — Curb Stop Water Service N59.03'1 1"E 92.84" document without a proper application of the ®— Electric Box team surveyor's embossed seal should be assumed to 0— Electric Manhole Utility �' y — Gas Valve z Shed g be an unauthorized copy. - -— Light Pole w o— Telecommunication Box (0. fJ I►= ®— Transformer Pad U' Cj �� i O— Water Valve v' (b o _ �' o �• 1 6 �• o ° �' c z MAY - 5 2022 0 0 o < a Ares-5,138 Frame Building Sq. Ft. N o VILLAGE OF RYE- BROOK o � � r C o BUILDING DEPARTMENT To date, no Title Report or Abstract of Title has G �� N been provided. This survey is subject to a Z -� P y J co a- current, up to date Title Report. r Open � -0 Property corner monuments were not placed as 0 w Roof part of this survey. (0 0.04' g This map may not be used in connection with a 9 "Survey Affidavit" or similar document, statement utility or mechanism to obtain title insurance for an fit' y As�Buffty d Survey49 5 l e subsequent or future grantees. S S Ja . . . IngsmineLane Unauthorized alteration or addition to a survey I 1 d y �u map bearing a Licensed Land Surveyor's seal is a n'�e a v1olat�on of Section 7 — Unit 209, sub division 2, of 93 the New York State Education Law. , for According to NYSAPLS policy adopted January 23, mSun Inc. 1993, the alteration of survey maps by anyone other than the original preparer is misleading, s/t mto A7 confusing and not in the general welfare and 0 F N ; benefit of the public. Licensed Land Surveyor shall not alter survey P survey maps, Town of Rye y O surveylots prepared b others. �0 P P P y � 0 � Westchester County New York JV is T E ' 1" - 2+D' Dater Afty SUR VEMIG & GRA PHI C SCA L E LANDSCAPE ARCH/TEC TUBE, P.C. 0' 20' 40' 50749 3 Garrett Place • Carmel, New York 10512 JEFFRE Y B. D eROSA, L S �°`' !�� Phone 845 225—9690 • Fax 845 225—9 717 - �,�i�1D S C � C � A BUILT New York State License No. 050749 www.insite—eng.corm D M NT Q 2022 In si to En gin eerin g, Surveying & Landscape Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Maps/Lot 92.d wg