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HomeMy WebLinkAboutBP21-292PERMIT #r)l� SECTION TYPE OF WORK JOB LOCATION OWN ERo CONTRACTOR,,, SST. COST tgijr .dCO #t: ?:) TCO # DATEll h6j, t02/ EX P: J111olao, BLO FEEA LQ/O'L42 INSPECTION RECORD FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING IV RGH PLUMBING GAS ;Ooo SPRINKLER ); ELECTRIC 5r LOW -VOLT F ALARM LYI AS BUILT O FINAL Ilk LOT cc L 71POOu 6foo5X5 9 - i j7'tR�lc Ye,- f 311� 13 �P� 1 l 1 e# 3 I kn C F HER APPROVALS OTHER AS—BUILT/FINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE APARTMENT OR DWELLING UNIT THIS BUILDING MUST BE POSTED WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; V Rj PRIOR TO THE 1 � UUANCE OF A C/O, AS REQUIRED BY NY STATE LAW. VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK NO: 23-043 (certificate of Occupaurp Ehis is to certify that 3(' RV6 BY(—z--)k— PUe-�ensN L-L of RynLk, Nl 1 , having duly filed an application on (::?> , 20 requesting a Certificate of Occupancy for the premises known as, // /��bi�`�yu (���•� �T , Rye Brook,NY, located in a PUD 7onim, District and shown on the most current Tax Map as Section: q. c:�?5 Block: Lot: / . and having fully compliedwith the requirements of the Building Code and the Zoning Ordinance under Building Permit No. / - "/ , issued 11116 20 021, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part/thereof listed under the following New York State Classifications, Use: R- �e-fami/ , Construction: for the following purposes: �� / . i Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: FINISHED BASEMENT NOT APPROVED FOR USE AS A SEPARATE7WRTMENT OR DWELLING UNIT This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises, building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall be made,and no enlargement, whether by extending on any side or by increasing in height shall be made,nor shall the building be moved from one location to another until a permit to accomplish such change has been obtained t uild' nspector. MAR 1 7 2023 Acting Building Inspector,Village of Rye Brook: Date: 6R� . 19 VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.rvebrook.org TRUSTEES ACTING BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE March 17,2023 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 1 Mulberry Court, Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.72 This document certifies that the work done under Mechanical Permit #23-027 issued on 3/6/2023 for the installation of a new gas furnace, a new condenser and related ductwork has been satisfactorily completed. Sincerely, Steven E. Fews Acting Building& Fire Inspector /to DR titC moo J�V CCyCit L i7. 1q 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 ACTING BUILDING& FIRE INSPECTOR Susan R.Epstein Steven E. Fews Stephanie J. Fischer David M.Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE March 17,2023 SC Rye Brook Partners LLC c/o Warjam Group LTD 4 West Red Oak Lane Suite 325 White Plains,New York 10604 Re: 1 Mulberry Court,Rye Brook,New York 10573 Parcel ID#: 129.25-1-1.72 Mechanical Permit#21-174 issued on 11/10/2021 for Fire Sprinkler System This certifies that the fire sprinkler system,installed under the above captioned permit,has been satisfactorily completed. Sincerely, Steven E. Fews Acting Building&Fire Inspector /to D R For office use only: BUILDIl TMENT MAR - 2 2023 VILLAC OF RYE OOK PERMIT# ISSUED:%J-/O- 3/ 938 KING STREFi I YE BROOK,* PORK 10573 DATE: 3 a —,43 VILLAGE OF RYE BROOK 9 � FEE: $ lc�/O-� PAID. BUILDING DEPARTMENT f o Jvry r r -o01or 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 ssss.rtrtstsssstsrstrssssssssssttrstssruttttttsrssssssssrrrssssssrstssrstsstsssartstttsttssrrrstrsssrsrtssssssssr►ssatttrss■ Address: 1 rnu-Low-e-y 001te-r evu Beae- 1�y Iy5a-3 --4* 110 Occupancy/Use: IZk-S Parcel ID#: 121. 26 r l " 1 •42- Zone: f A-7 Owner: SG 24 u gCDD IL Qr42Ti-Sk0-S ,L LC Add ess: µ WW kSr"D PPIC LN 5'f7r 315 1�tJA fq l�l kf r-1 S P.E./R.A. or Contractor: �I.i Dt*{,11 pP�YL([�L� Ad ess: 4 W �D L,,j-0 32.6 w G / W?rP—JPrM APUPW Person in responsible charge: W!LU)4rM 1 j&kL- Address: 4 kJW 2(0 bPr1G (IS Snt.325 fro rk.?mi"4> 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 11-t,I prM j?-I It�4 L< being duly swom,deposes and says that he/she resides at (Print Name of Applicant) (No.and Street) in_ -S-.r rO 4;-Va4 ) in the County of r I elil k -r) in the State of-0 ,that (CityiTowry 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 6 ZI 15311 .25 for the construction or alteration of lk W 1 (1'1 tJ I S lk0 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 I Sworn to before me this l day of INIAX` + , 20 23 day o M(A9\C-µ , 20 Signature of Property Owner Signature of Applicant l tA.��.a��� Mc(,JI�NCSS I•Vil,Ll�1'� 1'1-1F�L--, Print Name of Property Owner Print Nome of Applicant SARAH AARNDT Pub(ic.State of New York QL CA Notary Public r1C.01 AR6435014 Notary Public ,!iified in Putnam County •ev C•.mmission Expires Jun 21, 2026 � 122021 19�2 �� BUILDING DEPARTMENT UILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.rytbrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : l \ ' V, DATE: PERMIT# V � - 21 `�- ISSUED: , k�4SECT: �G h BLOCK: ' LOT: LOCATION: 'A OC UPANCY: ❑ 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��, 1932 BUILDING DEPARTMENT BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : DATE: ' t PERMIT# ��I>2 - y� L ISSUED: lj '"-7ECT: t2,/ fa BLOCK: l LOT: LOCATION: l c � � �- 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 i- ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER L aRnv�A O� l'u v V c, J `O 1982 BUILDING DEPARTMENT UILDING INSPECTOR / ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET - RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : t DATE: Z� PERMIT#` � - L� y :_ ISSUED: 11 ,g SECT:-BLOCK: LOT: LOCATION: 1'"�` �-� i �� ­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 QyE BRC��. t7 1982 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : � � \0 , � DATE: 1 PERMIT# <,�(/ Z Z��Zi ISSUED: b'SECT: 1 \ BLOCK: ' LOT: ^ LOCATION: OCCUPANCY: 1 ❑ VIOLATION NOTED THE WORK IS... � ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION / REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ,U ROUGH PLUMBING ROUGH FRAMING ❑ INSULATION NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER . � i 1 r§ § \ % �. / � 6 r . \ \ � / d >4 \ \ 2 § 9 P4 '\ CA W q } C U y } ob / 7 5. +% / tvo 2 � » 4 § k - i 2 , ! u= � ✓ - # o ct / } i { § § 2 � �E Bkj( . O�` tim '9n2 BUILDING DEPARTMENT ❑T UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK 938 KING STREET • RYE BROOK,NY 10573 - CODE ENFORCEMENT OFFICER (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: 0� 1 1. 1 DATE: z. PERMIT# _ 1 ISSU }� ?� SECT:_BLOCK: LOT: (+ LOCATION: m6 OCCUPANCY: V ❑ VIOLATION NOTED THE WORK IS... A CEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION // REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING L, y� OTES ON INSPECTION: ❑ ROUGH PLUMBING1 c ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �yE 4R(b O� tim cu � 1982 �O BUILDING DEPARTMENT ❑ UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS :_ , \ �W` DATE: 29 {"zz PERMIT# �\ `� ISSUED: \, SECT: 1 L BLOCK: LOT: ! �� LOCATION: ` � \ OCCUPANCY• L` ❑ 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 ❑ F�XAL �THER O� Zm �7 1982•'��O BUILDING DEPARTMENT ❑ UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPEC ION REPORT - - - - - - - - - - - - - --- - - - - - ADDRESS:_ DATE. 612 � � �1 12� � e PERMIT# ISSUED: ECT: BLOCK: 1 LOT: i LOCATION: OCCUPANCY: \� ❑ VIOLATION NOTED THE WORK IS... /ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING W`a ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ` \ ❑ NATURAL GAS ❑ L.R GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL OTHER k, E 193-2- :iV BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www Uebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : \ C DATE:_ 1 6 ZO PERMIT# ISSUED: t SECT: BLOCK: LOT: J LOCATION: V �� -�� OCCUPANCY.• ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED El FOOTING ,���( �� Q < ❑ FOOTING DRAINAGE \ ❑ FOUNDATION [I- UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL 'S ❑ OTHER �E Bkj� l7 c BUILDING DEPARTMENT ❑BuILDING INSPECTOR XASSISTANT 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:— ` L�, DATE: ' PERMIT# ' ISSUED:`, ` 'SECT' BLOCK: LOT: LOCATION: 1 w. OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING -la 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 BRa? O�` tim 1982. BUILDING DEPARTMENT ❑BUILDING INSPECTOR ❑ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAx (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : i A V� DATE: PERMIT# 'Z` Z `� ISSUED: SECT: BLOCK: LOT: LOCATION: t-0�T� �'4 ' N' OCCUPANCY: �� ❑ VIOLATION NOTED THE WORK IS... ❑ ACCEPTED REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING XFOOTING DRAINAGE FOUNDATION cl UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS I J �%l� PK�( �--+� S. L C a- i ►-J4 ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL - ❑ OTHER �E BRO BUILDING DEPARTMENT ❑�LJILDING INSPECTOR ASSISTANT 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.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS: \ (-Y\, V\ "l;�'Qs c� DATE' PERMIT# �\� ISSUED: SECT: \ BLOCK: LOT: LOCATION: �-�\r �� \ OCCUPANCY: t ❑ VIOLATION NOTED `THE WORK IS... ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION `N1ca1l< /� REQUIRED ❑ FOOTING / ❑ FOOTING DRAINAGE t O''FOUNDATION � j' •_A \ 1 U ❑ 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 B Rao BUILDING DEPARTMENT UILDING INSPECTOR ASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET . RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS . V DATE' [7, PERMIT#-�jZ 1 - (/ ISSU D0 O L I SECT: I Z /2-1 BLOCK: LOT: ( �! W LOCATION: Tl- � �� OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... �Y ACCEPTED ❑ REJECTED/REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS r•(� � 6hot- FIRE FUEL TANK SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER a a a N "o N ey w ca v ^a 0-0 _ W W � °ILA a og V " 0 otn r-+ i - ° "4 r1l ram-+ 69 W 4 I [ 1 ^ � a A U 4 ,, - A s w _ W ,o a I� u o v V P� w 0 0 '0 U d QI �J v z o cn 1-4 0 c� A O O � m 52 `o � f " MM 00 a 4 yamZO , tn N o g o c� a � y � 0 .�R W z O '�) W U r-� CZ a hM� r�� O � S mUZ in Q �y �J Z r" W W O �' _w oy x�n = adzc � z a w i REVISED OCT 2021 , �` v,i� ;�. D E C� IE Q E BUILDIN�rH' RTMENT PLANS VILLAGE OF RYE�I�`ROOK DATED: 938 KING S R ET RYE BRUa: ,NY 10573 AUG -2 2021 (914)439-� ice` 0 9W'939-5801 org VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: -NOV V 1 I - qo� Application# Approval Date: rmit# pp Approval Signature: ARCHITECTURAL REVIE OA-- Disapproved. Date: SOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: �} lei a 7, . SI Z� �— Application Fee:i� ��/� Permit Fees: t rI �G ��' ' #kssssssss#s*s##s#ss**#*s*##si#rt#rti#rtrt#rtrt##srt*sartrt#*s*srt*s##*#rt�s*#*##frt#srtkkssiss*ss###rt*##*###rtrt*#ii#i*ss p EXTERIOR BUILDING PERMIT APPLICATION Application dated: w+J r a I is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. 1obAddress: I ITV I,l-L4%e-e 00-1t e-T- e-144 3F-nb1L- {-I� I LS T3 "i, . 4 r Ito 2. Parcel ID#: 120 ,25 I - 1 •47— Zone: T?L4-,> 3. Proposed Improvement(Describe in detail): f` U-I) ODNYW T-QCOi -54t4411 F-RftlI Lq Ptl rftOOW,D -M"t,,J�j Wr-r�i P-WMkt� JOAs&640- t-r ktAD 6AfAktf- . 4. Pm ertyOvvncr: i2�1rLC -- Pr�'�I�SfC t I, Address:WkeJW W=af Af Wk!) r&b l AV— L k�* M ZS WI4I-1�L Rh K16 W I DL10+ Phone#—_�14 22 W r5b&'Zo Cell# 14 22 4 `SdSL _e-mail bl r CDi'I�1 List All Other Properties Owned in Rye Brook: Applicant: Address: Phone# Cell# e-mail Architect: Address: Phone# Cell# e-mail Engineer: Address: Phone# Cell# e-mail General Contractor: 51-00 4 p �' rs LL.0 Address: Phone# Cell# e-mail. lt) 3n 1119 5. Occupancy,(1-Fam.,2-Fam.,CornmerciaL,etc...)Pre-construction: Post-construction: 'f r6. Area of lot: Square feet: �� ( Ate: U Dimensions from proposed building or structure to lot lines: front yard: Z rear yard: right side yard: left side yard. c.I other: 8. If building is located on a corner lot,which street does it front on: �. Area of proposed building in square feet: Basement: I°fl: 10 49 2-d fl: 1 � 3n°f9: r r0, Total Square Footage of the proposed new construction: y 4 2-Ls La r,j -f— --�q V �& PT r 511 l',-T FT- 1 I. For additions,total square footage added: Basement: 1,fl: 2i°8: 3a fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y.State Construction Classification; N.Y.State Use Classification: i FA-M 1 to f ll 14. Number of stories: f Overall Height: Z�' - ` Median Height: r 1 t1 15. Basement to be full,or partial: --P 0 0'1 1 A U finished or unfinished: l l N t sri 16. What material is the exterior finish: 1k,M P t-PP-1y- 7 17. Roof style;peaked,hip,mansard,shed,etc: PkAVA! 1 l-�W T- Roofing material: R�Ro L_-r— 18. What system of heating: (�P-C kj) N C fi A l P 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification tq an existing automatic fire suppression system?(Fire Sprinkler,ANSI.System,FM-200 System,Type I Hood,etc...) Yes: No: (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&1 sets of detailed engineered plans) 21. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq. ft.or Ire of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No: Area: 22, Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: (iifyes,applicant must submit a Site Plan Application,&provide detailed drawings) 23. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: / Cf yes,you must submit a Site Plan Application,&provide a detailed topographical survey) 24. Is the lot located within 100 ft.of a Wetland as per§745 of Village Code? Yes: No: (tfyes,the area of wetland and the wetland buffer zone must be properly depicted an the survey&site plan) 25. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: (if yes,the area and elevations of the flood plane must be properly depicted on the survey&site plan) 26. Will the proposed project require a Tree Removal Permit as per§235 of Village Code? Yes: No: (i(yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Horne-Occupation as per§250-38 of Village Code? Yes: No: Indicate: TIER I: TIER II: TIER III: (afyes,a Home Occupation Permit Application it required) 28. List all zoning variances granted or denied for the subject property. 29. What is the total estimated cost of construction: S `f g Note:The estimated cost shall include all site improvements,labor,material,scaffolding;fired equipment,professional fees,inclu ny material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an addition fee will be required prior to issuance of the C/O. 30. Estimated date of completion: 2 (2) 3n i 119 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also 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 retumed to the applicant. Please note that application fees are non-refundable, STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: 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 Iegal owner of the property to which this application pertains, or that (s)he is the i -r 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. By signing this application, the property owner further declares that he/she has inspected the subject property,and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this r� Sworn to before me this day of , 209- day of V , 20 c_>�_ _ 1� �CAr\A_A U_ Sigaturc of Prape ( er Signature of Applicant rim m a I,c, w i t ul pf nil Print Name of Property Owner Print Name of Applicant arV Public Public TRISHA MARTINEZ TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK NOTARY PUBLIC-STATE OF NEW YOR+, No.01 MA6331843 No.01 MA6331843 Qualified in Dutchess County Qualified in Dutchess County My Commission Expires 10-19-2023 My Commission Expires 10-19-2023 (8) 3/21/19 00 00 � W v a; r.. � x OW Z ¢ =r+ `' N w < CA u z oo °`. > m U aWoz w 3 Z It Z a W s 00 " My A H z Z �+ a rn F+1 A � w a J' Ra F a a W z a os a �! z Ue W 3 axnz V O W a � a a � �a o z F1 BUILDING DEPARTMENT � L�., AUG - 2 20Z2 I VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 VILLAGE OF RYE BROOK, (914)939-0668 i BUILDING DEPARTMENT www.ryebrook.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required I r ^ FOR OFFICE USE ONLY BP#: 21-292 EP#: — / LO AUG - 3 1022 Approval Date: Permit Fee: $ Approval Signature: Other: ***************************** * ****************************************************************** Application dated, 6-24-22 is ereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring,fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address: 1 Mulberry Court SBL: 129.25-1-1.72 Lone: P U D 2.Property owner: SC Rye Brook Partners LLC Address: 5 International Drive Phone#: 914-481-1531 Cell#: 914-761-2500 email: 3.Master Electrician: Denis M. Fortino Address: PO Box 713 Rye, NY 10580 Lic.#: E-51 Phone#: 914-760-5226 Cell#: 914-760-5226 email: dfortino(c�enterpriseelec.com Company Name: Enterprise Electrical Consulting Address: 3881 Danbury Road Brewster, NY 10509 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage 5.31 Party Electrical Inspection Agency: State Wide Inspection Services, Inc. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M. Fortino being duly sworn,deposes and states that he/she is the applicant above named,and does fiuther (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances,and regulations. Sworn to before me this Sworn to o me day of ,20 day of Signature of Property Owner Signature of Apphcant Denis M. Fortino Print Name of Property Owner ame of Applican Notary Public Notary Nblic SHARI MELILLO Notary Public,State of New York No.01ME6160063 Qualified In Westchester County 6/232022 Commission Expires January 29,20,La STATEWIDE • Service With Integrity SWIS JOBAPPLICATION tel845.202.7224 • • 1•2 SWISNY.corn I SWISTraining.com Office Use Elect.Permit# 1 Date — 11 Bldg Permit# Utility ID# Final Certificate# __ City/Village Q Zip J j 7✓ Township County Zr�c5 5 T Address I ' Cross Street S 1�� Block / t. Loy Owner Name/Address(If different than above, / Contact Number [Jf a-sement �st FI. l nd FI. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic ❑Outside ❑Residential [:]Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect Underground New ❑Reconnect J '4 /�a �Lfp ✓ j' ❑Overhead KChange ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information LJ/ R ti G ' s L) is { AUG - 2 2022 U 1 VILLAGE OF RYE BROOK 6UILDING DEPAP T MENT This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at any time of inspection additional items have been Installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant,owner or authorized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# n Company Name ! 2 i L to _ _�L Signature Address �� fix. / City/State ! 1 �Zlp ode /QSDO License# Phone# ` / /v_ ( c 7 DState Wide Inspection Services 1080 Main Street FEB 13 2023 Fishkill, NY 12524 845 202-7224 Phone VILLAGE OF RYE BROOK 914-219-1062 Fax STATE WIDE INSPECTION SERVICES BUILDING DEPARTMENT Email: office@swisny.com -- - — —-- Website: www.swisny.com Service With Integrity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Enterprise Electric Corp. SC Rye Brook Partners LLC PO Box 713 1 Mulberry Court Rye, NY 10580 Rye Brook, NY 10573 Located at: 1 Mulberry Court, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 22-167 129.25 1.72 Certificate Number:2023-0895 Building Permit Number: BP 21-292 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 1 Mulberry Court, Rye Brook, NY 10573 The Basement, First Floor,Second Floor,Attic, Garage, and Exterior were inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 20th day of October 2022. Name Quantity Rating Circuit TVPe Receptacles 78 Switches 59 Incandescent Luminaires 16 LV Under Cabinet Lights 02 LED Recessed Luminaires 83 Range 01 45kW Dishwasher 01 12kW Exhaust Fans 06 Furnaces 02 Electric Heater 01 Dimmers 27 Service Disconnect 01 200AMP Electric Water Heater 01 HVAC Systems 02 Sump Pump 01 Name Quantity Rating Circuit Type TV 04 Phone Jacks 04 Sump Pump 01 GFCI 17 Smoke Detectors 04 Carbon Monoxide Detectors 05 Microwave 01 Refrigerator 01 Disposal 01 Service 01 200AMP Meter 01 Panel 01 Grounding and bonding of service to current codes. Officer: Frank 1. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. Page 2 . o N N � � a w Lintd tn N a; en eq go a T, [�] N C ZLr) 0 w o ? A a � a � H w W o c H O w w F C C A U GLl W z � 4 _ a `n w ~" x a z ' O W o V) z V W J av V Z Z o " w S : a rW � A # z Loc c x wQ Q mm z ° tr u � w � ° a O �- z a z � < as r i3 R<i a BUIL , ING DEPAR PENT DEC - 8 2021 jD VEL GE OF RYE BR OK 938 KIND lr ET RYE BRoo ,NY 10573 VILLAGE OF RYE BROOK (914)9' ;66�Vqi4)939-5801 1 BUILDING DEPARTMENT dc ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required FOR OFFICE IJSE ONLY 1311 1-292 EP#: 02. 3 o2O Approval Date. DEC 9 2020Permit Fee: $ n/'" Approval Signature: �� Other: Disapproved: �. . (fees are non-refundable) Application dated,11-30-21 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures,or to perform other high or low voltage electrical work as per the detailed statement described below. The applicant & property owner, by signing this document agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. I.Address: 1 Mulberry Court SBL: 129.25-1-1.72 Zone: AL n 2.Property Owner: SC Rye Brook Partners,LLC Address:SC Rye Brook Partners, LLC Phone#: 914-481-1531 Cell#: email: 3.Master Electrician: Denis M. Fortino Address:PO Box 713 Rye, NY 10580 Lic.#:E-51 phone#: 914-760-5226 Cell#: email: dfortino@enterpriseelec.com company Name: Enterprise Electrical Cons Address: PO Box 713 Rye, NY 10580 4.Proposed Electrical Work/Fixture Count: Wiring for new house 100 points Wiring for Smoke and Carbon Detectors line voltage STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Denis M- Fortino ,being duly sworn,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Electrical Contractor for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney.etc.) The undersigned further states that all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Swo re in is day of 20 day of ' 0 ' _ Signature of Property Owner SiyniWe of Applic LeAh5 "y Print Name of Property Owner t Name of Applicant Notary Public Notary Public SH.';Ri '-�FULLO �� 3/21/19 Westchester Rockland Electrical Inspection Services, Inc. Phone: 914-347-3595 L� DO NOT WRITE HERE-FOR OFFICE USE ONLY 43 North Lawn Avenue �� Fax: 914-347-3596 Elmsford, NY 10523 ' BUILDING PERMIT NO. TEMP# DATE jp v _ `1 - . I �:] *0!i CITY OR VILLAGE ZIP CODE TOWNSHIP ,COUNTY. STREET AND ROAD POLE NUMBER BETWEEN WHAT TWO CROSS STREETS IS PREMISES LOCATED? SECTION BLOCK LOT OCCUPANT'S NAME BUILDING OCCUPANCY OWNER'S NAME AND ADDRESS pp � 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 SIDEWALL SWITCH INCADE FLUORE NO. H.P.EACH NO. WATTS EACH INSPECTION OUTSIDE BASEMENT 1 fl- I"FL. ncr (I 2'FL. 1 VIL GE COT YE BR OK REMARKS:LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: 7-3 I//y_1 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 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 EETADDRESS TELEPHONE NO. O OJF OFFICE A , ZIP CODE LICENSE NO.WHEN APPLICABLE �/ _ a = r N000 000 W a v w o Gn CA O � w � a LLx N O uLn I- N g 5 ' O W ^✓ 1 � Ln CAI M ^, wzFM U � ~ � 00 w W a y < z z o � z PLO Zo U $ = w W Ln zs� � � W o 0 Hs v a, a 6g.. °' x 0 a a A w z A oA p U W � D EC ENE y [3Ro BUILDI DE MENT APR 18 2022 VILIS OK VILLAGE OF RYE BROOK 938 KIN itrnb E ,> R B,..s ,NY 10573 BUILDING DEPARTMENT (914)93� ;�.. -��C939-5801 oo-Yc.ora PLUMBING PERMIT APPLICATION FOR OFFICE USE ONER BP#: I - ��[ PP#: c�> ' G)47-/ APR 1 8 2022 Approval Date: Permit Fee: S I Approval Signature: Other: Disapproved: (fees are non-refundable) Application dated,L4 I o9C0I`,?is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/or remove Plumbing as per detailed statement described below.The applicant&property owner, by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. - 1.Address: I Y 1 o couy-+- lusfe -( SBL: �a`�I.aS I-/,77Z 7�one: f Ub 2.Proposed Work: n 'n I n -'i n' aa -� 3.Property Owner: S( e l�fOo/ PA/�Y1�5 �C Address: l QPrJ k CTE 325 email: J°(ainS NU dU Oq Phone#: LI— �(Q l-Z!j Ob Cell#: a�y'Z2 y -�JD�[r0 TG�cLI?�iS t. XAe-ja.��•Can 4.Master Plumber: (,i l Oeb'-aSA/ Address: / /q �7' -j M /1/la�Yc Ny Lie.#: (?Io Phone#: S�S"7�5.3-(Gt�dol Cell#: S'7�53-(Q(Q(n� email: �,If0 e rr i CCYh Company Name:AQ L 1a,<,4V PI(Zmbj nq H.Pq Lij Address: 1D 9 KT l7 M I'j'jpnr&,Q, INDICATE FIXTURES&LINES'PO 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 ' ' Z Ist Floor I Z 2 2nd Floor 3`d Floor 4d'Floor 5'Floor Exterior z. 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) -1- 3/21/19 STATE OF NEW YOM,COUNTY OF WESTCHESTER ) as: Paul Nebrasky ,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 tliat(s)he is the legal owner of the property to which this application pertains,or that(s)he is the Plumbing Contractor 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 f Sworn to before me this day of G c ,20,9() day of ( ,20 O Signatu• f erty Owner Signatur of lica n u vi; r s PastI rt s I� Print Name of Property Owner Print Name of Applicant ' b Notary Public A j Oyd Notary Pu li PUNC,swig of.lM York No.Ot lli06W307 QW"MinWWAe"C0qty COWAlission£x 'ay 21,2M eA 0;�-3 This application must be properly completed in its entirety and must include the«vrcn-=ca*t a aMvftut%;wx,., the legal owner(s)of the subject property, and the applicant of record in the spaces provided. Applications not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. WENDY J ABBAGLIATQ NOTARY PUBLIC-STATE OF NEW YORK No.0 1 A86378708 Qualified In Orange County MY Commission Expires 07.30.2022 3P1/19 BUILDING D��OARTNIENT D FPRI V ED VILLAGE OF'RYE BROOK 022 938 KING STREM1 RYE BR :dK,NY 10573 (914) 939-066.8]E'eyX ( 14?939-5801 VILLAGE OF RYE BROOK www.i-yebrool:.orf4 BUILDING DEPARTMENT V L AFFIDAVIT OF COMPLIANCE VILLAGE CODE §216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT. STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: 3j, Jeff Dubois , residing at, 4 West red oak Lane, Suite 325, White Plains,NY 10604 (Print name) (Address«here you li%e) being duly sworn, deposes and states that (s)he is the applicant above named, and further states that (s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; Mulbe—r-vv Rye Brook, NY. (Job Address) Further that all statements contained herein are true, and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer fi-om the subject property in accordance with all State, County and Village Codes. (Si��nanire o rop ,• �cner(s)I (Print Name of Property Owner(s)) Sworn to before me this day of Lc 20 o� (Notary Public) Christine A Boyd Notary public,Sete of New York No.OIW6166307 Q"MW in Wodbaw County -3- Cammiasioo Expires May 21,aM 3/21/19 e w {r a a N ., •� s O c� o zLr)CD 00 ~ to • U • ^ H y 00 I-y C W oID C,4 N Q c a IT q cou o W 1 O �o,? c c `o _ H (� z d `O s j 00 U Z ` o C/ r4 1 �I F�, W w I n M ~ (A � M a W 45 2 t Z A x � t Z , - A5 _ E z z e � � �, U ►--1 z W C., A a _ � ce y cc a `c a U W oo � A o U W o W 09 � � �.� BUILDINE;.UkARTMENT VILI(. E OF RY OK 938 KING ET RYE BRO�I .NV 10573 NOV 19 2020 (914)93$� 6&UN (AJ1 39-5801 - APPLICATION TO INSTALL FIRE SUPPRESSION / FIRE SPRINKLER SYSTEM FOR OFFICE USE ONLY:4��?, �}//��Approval I)atcN0V 1 0 qQ MP#: �- I`_ Application Fee:$ �Approval Signature: Permit Fees:$ Disapproved: Other: Application dated:-f--1= 17� is hereby made to the Building Inspector oflhc Village of Rye Brook NY lbr the iwsuanceofa Permit to install a Fire Suppression System as per detailed statement described below. I. Job Address: I NullberrMO,m%oA- Qom& QreoY;�AY _Parcel I.D.: %Ame: !"u0 2. Proposed System(Describe system in detail including suppression agent): 3. Number&Types of Fire Sprinkler I leads: FSL� __ _ 4. MY State Construction Classification: 5B N.Y.State Use Classification: Q-A 5. Cost of Installation:$ )3TSa0 (Cost shall include all labor.materials.lixed equipment.professional Ices.and materials and labor which may be donated gratis.) 6. Property Owner: Address:I; Phonc# 01 a1461-5"16 Cell# _ email: Applicant: M0,0-1c, ,rc Qrotr�},o,h _ _ _Address: 15 jru,,hzcl p,,K- P1cwe M;a�►�vn�,_�T Phone# Cel I#(M6 —U email: r.her Architect/lingineer: Q_W , �u\\��lar� n_estr� Address: 5QL9 Mwinir=t- gcirFC_ACES oa►aa-«o� Phone#� Cell# email:.\o(`)r t -,sLi\\,ven . r ory,\ General Contractor: Q C3 l e.�eloc� r1e w,t-Cb n,,,jAddress:3 .,,,�n� n\ Rvanur Pa,�l,\l n►X_1 Phone# -9466 Cell# email: -I- 12.8.16 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YORK,COUNTY OF WIiS FCIiES'I'ER ) as: ,. ,being duly sworn,deposes and states that he/she is the applicant above named, (print'hame 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 ,6-y- etre__ 2mAn Tntn 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 perfonned,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 belbre me this Sworn to bellbre me this day of , 20 day of 20 1 Signature of property Owner Signature ot'Applicant car.c�LL Print Natne of property Owner Prmt N e oFApplicant Notary Public N tary Public MICHAEL SILVA NOTARY PUBLIC MY COMMISSION EXPIRES OCT.31,2022 12A.16 Y1 y N N N cr n O �O ar 7 M y o E a s M f OL ~CL r C I = F p W ■' Cir rr CL Q0. _ C $ ° 72 F. ~ w C o a _ v1 � 3 C E ' 000 W pal E b = �.' ON z ° ~ O Ln c W Z w Q V vv F oz a � � U 0. z v v x CA ~ 0.4 4 „ 04 t C P+y � 1�+�1 a (� O a3 W0.4 pg -a a� a a w V V V a � _ o A cc z x w z < g oL Im, i • BUILD MENT EVILLAGE EVIL OF RY OOK 023938 YONG E'r RYE BRc� NY 10573 4 -0 � BROOKRTMENT APPLICATION FOR PERMIT TO INSTALL AND/OR REMOVE HEATING, VENTILATION AND/OR AIR CONDITIONING EQUIPMENT FOR OFFICE USE ONLY: PERMIT#: // 1 P p?3 J0o)7 Approval Date: MAR Permit Fee: $ oo CL Approval Signature: �yvOther: Disapproved: (fees are non-refundable) REOUIItEMENTs 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 o x&XYS Board form(Form#C105.2 or Form#U26.3/or NY State Workers Compensation Waiver) 4. Payment ofFees/Unit: RESIDENTIAL=$100.00/unit• COMMERCIAL=$350.00/unit. 5. Inspection by the Building Departlhent 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,, 13 is hereby made to the Building Inspector of the Village of Rye Brook for a permit for the installation and or removal of the HVAC equipment as listed below.The applicant and property owner,by signing this document agrees that said equipment will be installed and/or removed in conformance with all applicable Local,County,State&Federal laws, codes,rules and regulations. ��}} �7 1. Address: 1J �r / SBL• 12 q.o{5-1—17LLone: Pu1_�) 2. Property Owner: &,f Address: Phone#: Cell#: email: 3. Contractor: TA,.L y 4- Address: P6 B6,( S tit tit,, k k (_2S 1 Phone#: 3D�- Cell#: email: P bAt tit if of e,JQ, leon 4. Scope of Work:New Installation QQ•Replacement( )•Removal )•Other( ): 5. List Equipment: r' l i r Ll Q �M 6. Location of Equipment: 1 1 j 41.e �- 7. Meth of Installation/Removall(list all equipment needed to perform job): -Tr\x 1,ell GL X t 3i3i2023 STATE,OF NEW YORK,COUNTY OF WESTCHESTER ) as: Al l 111 � 4 . t ,being duly sworn,deposes and states that he/she is the applicant above named, (print name�divi individual signing as the applicant) and further states that(s)he is the Heating,Ventilation and/or Air Conditioning Contractor for the legal owner and is duly authorized to make and file this application. That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. Sworn to before me this Sworn to before me this day of ,20 day of��, ,200. S I L Signature of Property Owner Signa f Applicant J ,�a Print Name of Property Owner Prin am o Applicant Notary Public 44otary Public S ARAH A AR N D T Notary Public•State of Nek < NO.01AR6a3501a Qualified in Putnam Cour.�y My Commission Expires Jun 7.+, 2C26 This application must be properly completed in its entirety and must include the notarized signature(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. 2 3/3/2023 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"o at 0.5 in.W.0 when tested in ! accordance with ASHRAE standard 193 • Approved for Twinning applications(0601410 through 1202420) with accessory(order separately) • Approved for Manufactured Housing/Mobile Home applications (0401410 through 1202420)with accessory (order separately) • Low NOx units are designed for California installations and meet 40 ng/J NOx emissions. Can be installed in air quality management districts with a 40 ng/J NOx emissions requirement. TOUGHER • Flame roll-out sensors standard • Adjustable heating blower OFF delay • Factory set blower ON delay • RPJ° primary heat exchanger • Stainless steel secondary heat exchanger Illustrations and pilot r • High temperature limit control prevents overheating m og ao are y representative Some product models may vary. Direct ignition with Silicon Nitride ignitor • High uaI' corrosion-resistant, prepainted steel cabinet WARNING EASIER TO INSTALL AND SERVICE • Direct vent(2-pipe), single-pipe venting or ventilated combustion Failure to follow this warning could result in personal injury, air death,and/or property damage. • 24 VAC humidifier terminal&electronic air cleaner terminal This furnace is not designed for use in recreation vehicles or • 35"(889mm) high,for ease of installation outdoors. This furnace is designed for use in manufactured • Simplified,factory installed internal condensate drain system (Mobile)homes when an optional Mobile Home accessory kit is • Innovative knobs for easy door removal and secure installed. Failure to follow this warning could result in personal injury, attachment death,and/or property damage. • Factory shipped for natural gas,with propane gas conversion kits available • Four position- upflow.Idownflow/horizontal (lefVright) installation R °ES I B,y • At least twelve different venting configurations • Through the casing flue pipe for counterflow or horizontal aK.. w�na� x 1AR�E1 applications with accessory (order separately) • Concentric vent available T,.c,,, L cFgT�F��°® • Self diagnostics with super bright LED ''f • Slide out heat exchanger and blower assembly LIMITED WARRANTY* 78% V% W 97% • 20 heat exchanger limited warranty • 5 year parts limited warranty - With timely registration,an additional 5 year parts limitedit"IMF , CERTIFIED warranty * For residential applications only. See warranty certificate for complete details and restrictions, including warranty coverage for u••of"AMRt Coma TM ta.n Milled.is other applications. manuhflrrwa pacpatgn ra MUM propnm For verification of cornacaoon+or;a ual jxodu • go to—,a ndwectort org 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 0261408 40,000 96.07 95 0% 400-775 35 x 14-3116 x 29-1/2(889 x 361 x 750) 120(54) NGIMSE0401410 40,000 96.0 9 .0 625-905 35 x 14-3/16 x 9-1/2(889 x 361 x ) 1 5 ) 9 040171 40.000 96.0% 95.0 650-1050 35 x 1 - x 29-1 2 889 x 445 x 750) 1 N9MSEO6Oi4lOA 60.000 95. WOW— 6 -11 0 35 x 14- / x 29-112(889 x 361 x 750) 127 57 N9MSE0601714A 60.000 96.0% 95. % 650-1420 35 x 1 -1 x 29-1/2 889 x 445 x 750) 144 65 9 0801716 80.000 96.0% 9019— 810-1600 35 x 1 - x -1 (889 x 445 x 750) 154(69) N9 0802120A F0 00 96.0% 95.0% 1335-1970 35 x 21 x -1 (889 x 533 x 750) 162(73) N91VISE1002114 100, 00 915-1545 35 x 21 x 29-1/2 889 x 533 x 750 169 76 9 S 1002120 100.000 96. 9 . 1345-2065 x 1 x -1/2 x 533 x 750) 169(76) N9MSE 1202420A 1 120,000 1 96.0% 1320 10 x -1 2 x -1 z 622 x 186(84) N9MSE1402420A 1 140.000 96. 1290 0 x 4-1 x -1, x 15n x 190(B6 Specifications are subject to change•nthout nottee 440 11 4403 05 12/3/18 i NXA6 `sNAMAs Performance Series HEATING& COOLING PRODUCTS Product Specifications HIGH EFFICIENCY 16 SEER AIR CONDITIONER ENVIRONMENTALLY BALANCED R-410A REFRIGERANT 1'/2 THRU 5 TONS SPLIT SYSTEM 208 / 230 Volt, 1-phase, 60 Hz REFRIGERATION CIRCUIT _..�- • Scroll compressors on select models _ = • Filter-Drier supplied with every unit for field installation • Copper tube/aluminum fin coil EASY TO INSTALL AND SERVICE ; • Easy Access service valves on all models • External high and low refrigerant service ports • Only two screws to access control panel • Factory charged with R-410A refrigerant BUILT TO LAST • Baked-on powder coat finish over galvanized steel • Post-painted (black) coil fins u • Coated. weather-resistant cabinet screws • Coated inlet grille with 3/8" (10mm) spacing for extra protection LIMITED WARRANTY* r, TM6 product ^ ,T_ •, j to I.ENERGY STAR c rtena'or energy ef5oen y riRmn • 5 year compressor limited warranty , m'Ctie' with approprate coil wrnponarn POW nefngerant charge and proper err flow We ontical • 5 year parts limited warranty an to achieVe raged Ce"aorV and efF°e" 6hstallaaon a `7 (including compressord this product should fall—the rrlm�u�ac4aer's refrigerant coil) r• charging and air flow irstrurmons failure to conlrm proper dmvW and mrflmv may reduce energy efMaency -With timely registration, an additional 5 year parts limited a'd shorten a ^""e warranty (including compressor and coil) * For owner occupied, residential applications only. See • warranty certificate for complete details and �` US CERTIFIED restrictions, including warranty for other applications. LISTED Use of the ANRI Certified TM Mark matcate,a manufacturers participation n the program Fol verification of certifioahOn for imcMaual proaucts go to*ww ahndvecton,org Model Size Nominal Min. Circuit Max. Fuse Operating Dimensions Ship I Operating j Number (tons) BTU/hr Ampacity or Breaker height x width x depth in. (mm) Weight lbs.(kg) NXA618GKA 1 18,000 11 8 20 28-11/16 x 25-3;4 x 25-3i4 154; 125 (729 x 654 x 654) (70/57) NXA624GKA 2 24.000 17.7 30 28-5/16 x 31-3,116 x 31-3/16 147! 183 (719 x 792 x 792) (83/67) NXA630GKA 2' 30.000 16.8 25 32-5/16 x 31-3/16 x 31-3/16 188/ 153 (821 x 792 x 792) (85/69) NXA636GKB 3 36,000 17.5 30 28-5;16 x 35 x 35 204/ 165 (719 x 889 x 889) (93/75) NXA642GKA 3'4? 42,000 23.6 40 39-1/8 x 35 x 35 254/213 (994 x 889 x 889) (115/96) NXA648GKA 4 48,000 26.1 40 39-1/8 x 35 x 35 317/264 (994 x 889 x 889) (144/ 120) NXA660GKB 5 60,000 324 50 45-11/16 x 35 x 35 318/280 (1161 x 889 x 889) (144/ 127) Spec,ficaiions sugect to change*^hoot notice 421 11 6201 05 5/17/19 Nester p EC ENE gOx c 0i AUG 13 2021 George Latimer VILLAGE OF RYE BROOK County Executive BUILDING DEPARTMENT Sherlita_anilcr, 11) Commissioner of Health August 2, 2021 Russell Palucci, P.E. 140 Princeton Drive Shelton, CT 06484 RE: Log #: 13306-21-DCDA Application for Backflow Prevention Device Kingfield Development 1 Mulberry Court Rye Brook Dear Mr. Palucci: The plans and specifications for the above project have been reviewed and approved by this office pursuant to the provisions of Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester and Section 5-1.31, Subpart 5-1, of Part 5 of the New York State Sanitary Code. A Certificate of Approval is attached. Form NYSDOH-1013 is to be utilized as a Request for Completed Works Approval. This form can be downloaded from the following link: https://health.westchestergov.com/images/stories/pdfs/crossconnection doh1013.pdf . NYSDOH- 1013 consists of two parts: (A)the initial test of the device(s) by a certified backflow prevention device tester, and (B) a certification by a Professional Engineer or Registered Architect, licensed and registered in the State of New York that installation is in accordance with the approved plans. The completed NYSDOH-1013 must be sent to our Department within 45 days of installation of the device(s). This form can be emailed to DOH-BFlow(a�westchestergov.com . RTlly,ctfu Deroylrr, P.E. Assistant Commissioner Bureau of Environmental Quality DT/RB:pm cc: Jeff Dubois — SC Rye Brook Partners, LLC Frank McGlynn, Manager— Suez Water Michael Izzo, Bldg. Insp. — Rye Brook File w j USE j ..-� RECYCLE Department of Health 25 Moore Avenue Mount Kisco,NTY 10549 Telephone: (91 1 i S(;1-7,296 Fax: (91 1)81:3-1691 NEW YORK STATE DEPARTMENT OF HEALTH CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICES This approval is issued under the provisions of 10 NYCRR, Part 5, Section 5-1.31, and Chapter 873, Article VII, Section 873.707.1 of the Laws of Westchester County. Log No. 13306-21-DCDA Facility: Kingfield Development City, Village, Town: County: 1 Mulberry Court Rye Brook � WESTCHESTER Owner's Mailing Address: Jeff Dubois SC Rye Brook Partners LLC 4 West Red Oak Lane-Suite 325 White Plains, NY 10604 Physical Location of Backflow Prevention Device(s): Dog House Description of Device(s): One 1 —2 inch Wilkins 950XLTDABF DCDA Water Supplier: Suez Water Name Designated Representative: Frank McGlynn. Mailing Address: Zip: 10801 2525 Palmer Avenue, Suite 3, New Rochelle, NY Conditions of Approval: A. THAT the device(s) shall be installed within 90 days, and that within 45 days of installation the attached New York State Department of Health Form DOH-1013 shall be completed and returned to the water supplier and the Westchester County Department of Health. B. THAT a certified backflow prevention device tester Test the above backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above. C. THAT any connection made prior to the backflow prevention device(s) shall render this approval void. D. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any amendments thereto. E. THAT certification that installation of device(s) is in accordance with the approved plans, Form NYSDOH-1013, Part B, must be completed by a Professional Engineer or Registered Architect, licensed and registered in the State of New York. 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 OFHEALTHBY: f DATE: August 2, 2021 Del roy aylor, P.E. Assistant Commissioner MAR - 2 2023 eMDIMer. acm J,sport on Test and Maintenance VILLAGE OF RYE BROOK 01 lackfiow Prevention Device b-UILTM713 I IVIE11 I - b QL P'lellse use E 5-?PMr3te 41,orm for each device- ro—.ne fear C-:� ---- AC*-,t ate-, Cs xci firy ka.�e !-IC Lxmo'af-V"!;m Zak %kJL saw uny Ij 2:P Type T MWIFI saiw Number C;CV Manufactur—tr RP I S) Check Valve I&I Ch&ok VB"No.2 Dffiftrentw proazur&Reffelf Una,PTosetav nsi VwM Took CIpen&J at Date _p&,'d r ?assure*W ammss first check rah9 �j V D ' Describe AMalm and Repaired by Name used U1 I Lie 4 Dole repaired: M 0 y Flaw Last C103ed tight Closed tight Opened at psid Dq* Pranure d first Le:Ij [ism PTC�) check Paid 1 -9 wA� )A 0 y Water Me-er NumbW Mewr Reading Type of S 9 Db.608r7C(Q9 Fir. 9 01hor Remarks pesatq 0akienciQb-'I7YPZ=L0&QUI18tz before the device.=nqvd m bgmjen The d2vice and pqLn,cderay.missing 0-wdnquala*Csps..Ls) —-7 I C4'"cglMn:This d-�- L�J rr;ee!s, 11 does NG I r,,Qcl.the requirements of CQPI:Aj�V device at We time of%=n Ts 1 . �Ule IbCO_qwft data to be oyrocL 77 , Print rianla Q"Vwd Teeter Na. Stnol. ExpVal2on 0218 P,—'Perly ownd r-O fvr qwnens agent)OwIffic2fliOn that IW was perturmad; --� �F (2CxyK,-- -ZLA 1 PM9 Name Title Certlfkmflcn Otal inWAWian is in a=rdancA vifth the approved plans. {To be comoww by the design ongimar or architeci or Yoder I N-by-Wdty ftd'Ns Vstailg6cn's 01 Z=*F'riOnGO with'he approved PW,.m Name Fusseil Palucci Engineer TWO Kya C)CH Leg q phone (8� Licanae fqumW 78721-1 phone(W )337--6040 m d Reprasentlnq , ,, cr", �_Cnsu rta Pr-jm-n—e7 Mot, cris, LL UCnSU rig rigirfeerfs: Add'r.. 140 Princeton onve grCity Shelton state, CT ;-1. 06484 NO rE� copy a ext iv MMUs nw OW=WTI e3an r warmiMm 30= m yz 21 me asp=dOAUM&N"== 1 Mulberry Court Rye Brook NY 2015 IECC Energy � Efficiency Certificate MAR - 2 2023 VILLAGE OF RYE BROOK Bulf_nING r) PARTMENT Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Rll— Glass & Door Rating U-Factor SHGC Window 0.29 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Heil#N9MSE1oo212oA 95.5% Cooling System: Heil 4 Ton#NXa648GKA 16 SEER Water Heater: Model VSCE32 119R 119 Gallon Electric Name: Jobe Leonard Date: 2119/19 Comments Envelope Leakage Test R Testing Company: Technician: MAR - 2 2023 Name: ProChek Name: Andrew Foti VILLAGE OF RYE BROOK Address: 100 Mill Plain Road Credentials: BPI .BUILDING DEPARTMENT Danbury, CT 06811 Email: info@prochek.com Phone: 8003385050 www.prochek.com Building Information: Customer Information: Project ID: 5673 Name: Address: 1 Mulberry Court Address: 1 Mulberry Court Port Chester, New York 10573 Port Chester, New York 10573 Geo-Tag Data: Latitude: 41.047745 Longitude: -73.692279 Timestamp: 2023-03-01 09:28:32 Measured Leakage: 2.06 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: 1 Mulberry Ct Rye Brook Purpose of Test: IECC 12/15 Env. Leakage Measured CFM50: 1,556.6 (+/- 1.5%) Effective Leakage Area: 91.5 in Building Volume: 45,419.0 ft3 Enclosure Surface Area: 4,981.0 ft2 Coefficient (C): 135.9 (+/- 10.9%) Exponent (n): 0.623 (+/-0.030) Correlation Coefficient: 0.99884 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 58 OF Post Indoor Temp: 58 °F Pre Outdoor Temp: 37 OF Post Outdoor Temp: 37 OF Altitude: 186.0 ft Time Average Period: 10 seconds Test Date and Time: 2023-03-01 09:36:43 2000 p Depressurize E 1000 j Y 900 800 °i 700 I _Q 600 500 m 400 300 ---- ---- --- 4 5 6 7 8 910 20 30 40 50 60 70 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldg-(Pa). Adj Bldg-(Pa). Fan (Pa)_ Flow (cfm). Config Baseline -1.7 -60.0 -61.5 -60.3 -102.7 1,819.0 Ring A -54.0 -55.1 -53.9 -91.1 1,715.8 Ring A -48.0 -50.0 -48.9 -81.1 1,620.6 Ring A -42.0 -43.1 -41.9 -62.0 1,422.0 Ring A -36.0 -38.4 -37.2 -53.9 1,328.6 Ring A -30.0 -32.2 -31.0 -43.4 1,194.5 Ring A -24.0 -25.8 -24.6 -32.8 1,042.2 Ring A -18.0 -19.4 -18.2 -216.6 871.5 Ring B Baseline -0.7 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6006 Calibration Date: 2020-07-01 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.1 (9), © 2023 The Energy Conservatory, Inc. Page 2 of 2 Building Permit Check List&Zoning Analysis Address: )�?S2 t;e SBL: Zone: v Use: 2 o Const.Typed Other. Submittal Date: `.�L Z 2 Revisions Submittal Dates: Applicant Nature of Work: L Reviews.ZBA. NOV 1 0 2021 pg. BOT• Other. OK( ( ) FEES:Filing .� �� —BP: c/a izez '- Z C) 06 '— ( ) (,"P: Dated. ✓Notarized. ✓SBL -Truss I.D. Cross Connection: H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection S/W Mgmt.: Tree Plan Other. ( ) ( RVEY:Dated: Current: Archival Sealed Unacceptable: ( ) ( PLANS:Date Stamped Sealed r/ Copies: Z Electronic. Other. License: Workers Comp: Liability: Comp.Waiver. Other. ( ) ( ) CODE 7S3#: 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. (v� ) PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. (• FIRE SUPPRESSION:Plans: G ✓N/A: Other. ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. (� ( ) Final Survey. Final Topo: RA/PE Sign-off Letter. As-Built Plans: Other. ( ) ( ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other. ( )ARB mtg.date: approval:- notes: ( )ZBA mtg.date approval• notes: ( )PB mtg.date: approval:- notes: APPRUVLU REQUIRED EX19nNG PROPOSED NOTES AM; data NOV 1 0 2021 Cir Fro tan gg: Front: Front: Si : &AW Main Cov Accs.Cov F S S .H Sb: QE Tot, Ft.imp: P Height/Stories: notes: Residential Building Permit Fee Work Sheet Permit#: Date Issued: SBL: Zone: Address: 1M`� L�? !;2 Property Owner&Contact Info: Job Description: For all new dwellings and for additions measuring 800 sq. ft. or more made to existing dwellings, the following fee schedule shall apply: (plus any alteration fees) Total Sq. Ft. (excluding basements) x $225.00 x $I5.00/$I,000.00 Basement Sq. Ft. x $65.00 x $I5.00/$I,000.00 -------------------------------------------------------------------------------------------------------------------- New Construction Sq.Ft. • New Construction Cost • Building Pen-nit Fee Basement= `L e)S sq.ft.x$65.00 =$ 6 x$I5.00/$I,000.00 = $ �f 3 Attached Garage= 3cC sq. ft.x$225.00= $ 0 x$I 5.00/$I,000.00 = $ 1 3 l (o P Fl. = sq. ft.x$225.00= $ 4f 1 S- a —02X x$IS.00/$I,000.00= $ Co Z Z-? 2^d Fl. = sq. ft. x$225.00= $ ti Z S '57 2S, 'x$I5.00/$I,000.00 = $ 3,1 Fl. = sq. ft.x$225.00= $ Rl� x$I5.00/$I,000.00 = $ or" 4d'Fl. = 0"- sq.ft.x $225.00= $ x$I5.00/$I,000.00 = $ fy Total Sgr Ft. _ . �„� 1. +' sq. ft. Total Cost = $ Z�j' ZS Total B.P.Fee= $ 11.1 i�t 00 Z 'Sr l Total Amount Paid= $ So Total Amount Due= $ Date: NOV 1 0 2021 Signed: This form must be properly completed & notarized by the Design record and the Property Owner. Failure to provide this completed I o TAUG EDpermit application will delay the permitting process DD - 2 202, VILLAGE OF RYE BROOK IN DEPARTMENT Notice of Utilization of Truss Type, Pre-Enginee o�, - or Timber Frame Construction. Title 19 Part 1264 & 1265 NYCRR To: The Building Inspector of the Village of Rye Brook. From: BP, I ktJ SµU,LL — Dt6611 l J Wg r 'rk o� Subject Propert : —L 1JUI 1'Yll CoaL L SBL: 71 Zone: ptkA Please take notice that the subject; l7 One or Two Family; ❑ Commercial, e New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; Truss Type Construction(TT) ePre-Engineered Wood Construction(PW) ❑ Timber Construction (TC) in the following location(s); ❑ Floor Framing, including Girders &Beams(F) ❑ Roof Framing(R) Floor Framing and Roof Framing (FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR§1264 for Commercial Buildings, and NYCRR§1265 for One&Two Family Dwellin gs. ZS Z_I Dale Design fe al --? I 12 � Date P O -71��Ja1 Date r Notary Public (7) TRISHA MARTINEZ NOTARY PUBLIC-STATE OF NEW YORK No.01 MA6331843 Qualified in Dutchess County My Commission Expires 10-19-2023 AC�® DATE(MM 6D20/YYYY) CERTIFICATE OF LIABILITY INSURANCE 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(les) 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). m PRODUCER CONTACT NAME (800) 363-0105 ADn Risk Services Northeast, Inc. PHONE FAX Boston MA office ('C.N..Ext): (866) 283-7122 Ac Na 0 0 53 State Street E-MAIL = Suite 2201 ADDRESS: Boston MA 02109 USA INSURER(3)AFFORDING COVERAGE NAIC INSURED INSURER A: Navigators insurance co 42307 SC Rye Brook Partners, LLC INSURERB: Guideone National Insurance company 14167 230 Park Ave. New York NY 10169 USA INSURERC: Starr Indemnity & Liability company 38318 INSURER D: NSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 570090325834 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 TERM$ EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Limits shown are as requested INSR TYPE OF INSURANCE ADDL SUER WVID pOLICV NUMBER POLICY EFF POLICY EXP LIMITS B x COMMERCIAL GENERAL LIABILITY 099 9 1 EACH OCCURRENCE $5,000,000 2022 DAMAGE TO RENTED $100,000 CWMS-MADE X❑OCCUR PREMISESEe oa,,ence MED EXP(Any one peraon) Excluded PERSONAL&ADV INJURY $5,000,000 GENT AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE s5,000,000 N POLICY PRO- JECT L. PRODUCTS-COMP/OPAGG s5,000,000 rn 0 OTHER. a AUTOMOBILE LIABILITY COMBINED SINGLE LIMB (Ea accident) ANY AUTO BODILY INJURY(Per person) O SCHEDULED BODILY INJURY(Per accident) Z AUTOS ONLY OWNED AUTOS 2 HIREDAUTOS NON-OWNED PROPERTY DAMAGE u ONLY AUTOS ONLY Per wddwt t m C UMBRELLA LAB OCCUR 1000S79693201 06/30/2020 06/01/2022 EACH OCCURRENCE U X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED I RETENTION WORKERS COMPENSATION AND PER STATUTE I?- EMPLOYERS'LIABILITY Y/ ANY PROPRIETOR I PARTNER/EXECUTIVE E.L.EACH ACCIDENT OFFICEWMEMBER EXCLUDED? .1A (Mandatory In NH) E.L.DISEASE-EA.EMPLOYEE H yea.de—be urMar DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Addldmal Remarks Schedule,may be attached N mon epacs Is rpulnd) Evidence of insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. village of Rye Brook AUTHORIZED REPRESENTATIVE 938 King Street aY�: Rye Brook, NY 10573 USA ri.., ©11988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Workers' Certificate of Attestation of Exemption s1rAh Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage **This form cannot be used to waive the workers'compensation rights or obligations of any partK** The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit SC Rye Brook Partners,LLC From:The Village of R t]OOKingSte Brook NY y Rye Brook,NY 10573-1057 PHONE:914-481-1531 FEIN:XXXXX6509 The location of where work will be performed is 1100 King Street,Rye Brook,NY 10573. Estimated dates necessary to complete work associated with the building permit are from March 16,2021 to March 15,2022. 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 I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. i further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. SIGHE Signature: Date: 3 /5 11Z 1 ter„ ..,! x \.� �. �t � .: ��� .,ti��{' �,•' rl T t � .� � � �. • } ' may `Y ''it���.. � �''�+�. .•! CE-200 0112018 '4C"R"® CERTIFICATE OF LIABILITY INSURANCE �T>05/ 0525/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT CONTACTCLIENT CENTER FEDERATED MUTUAL INSURANCE COMPANY HOME OFFICE: P.O. BOX 328 A CNNo Ext:888-333-4949 FAX No):507-446-4664 OWATONNA, MN 55060 ADDRESS:CLIENTCONTACTCENTER FEDINS.COM INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 149-868-2 INSURER B: 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:3 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 SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR I R WVD MM/ /YY I 1 Y X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $1,000,000 X DAM OCCUR AGE TO RENTED $100,000 CLAIMS-MADE P MIS E. MED EXP(Any one person) $10,000 A N N 6115492 05/11/2021 04/01/2022 PERSONAL B ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 �OTHER: POLICY ElJECT ❑ LOCPRODUCTS-COMPIOP AGG $2,000,000 AUTOMOBILE LIABILITY COIEaMBINED accidentSINGLE LIMIT $1,000,000 X ANY AUTO BODILY INJURY(Per person) OWNED AUTOS ONLY SCHEDULED A AUTOS N N 6115492 05/11/2021 04/01/2022 BODILY INJURY(Per accidenq HIRED AUTOS ONLY NON-OWNED AUTOS ONLY PROPerPEt RTY DAMAGE dent X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $20,000,000 A EXCESS LIAR CLAIMS-MADE N N 6115495 05/11/2021 04/01/2022 AGGREGATE $20,000,000 DED I I RETENTION WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITY Y/N X PER STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 A OFFICERIMEMBER EXCLUDED? NIA N 1814077 05/11/2021 04/01/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 000 000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $1 000 Opp DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) POLICY COVERAGE AS OF 05/17/2021 RE: KINGSFIELD 1100 KINGS ST RYE BROOK NY CERTIFICATE HOLDER CANCELLATION 149-868-2 4663 VILLAGE OF RYE BROOK NY BUILDING DEPARTMENT SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 938 KING ST THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN RYE BROOK, NY 10573-1226 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4', O 1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name 8 Address of Insured(use street address only) 1 b. Business Telephone Number of Insured 860-632-8053 MACK FIRE PROTECTION INC 149-868-2 15 INDUSTRIAL PARK PL MIDDLETOWN, CT 06457-1501 1c. NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d. 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 3b. Policy Number of Entity Listed in Box"'Ia" Rye Brook NY 10573-1226 1814077 3c. Policy effective period 05/11/2021 to 04/01/2022 3d.The Proprietor, Partners or Executive Officers are �X included.(Only check box if all partners/officers included) ❑ all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Ashleigh Sette (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 05/25/2021 (Signs a (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(MMIDD/YYYY) ACORU CERTIFICATE OF LIABILITY INSURANCE 3/6/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME IAUT OTT AGENCY PHONE 845) 895-8873 A/C No EXl A/C No) PO Box 659 Wallkill, NY 12589 ADDRESS ottins2001@yahoo.com INSURERS) AFFORDING COVERAGE NAICI INSURER Main Street America INSURED Total Comfort Inc INSURER B Main Street America PO Box 359 INSURER C Main Street America 7 Ohara Rd INSURER D Main Street America Milton, NY 12547 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR LTR TYPE OF INSURANCE INSD VWD POLICY NUMBER MMIDD/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE FxI OCCUR PREMISES Ea occurrence $ 500,000 MPU7919F 1/21/2023 1/21/2024 MED EXP(Any one person) $ 10,000 A X PERSONAL&ADV INJURY $ 1,600,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY PE� LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER F I$ AUTOMOBILE LIABILITY Ea accident $ 1 ,000,000 X ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED �BlU7919F 1/21/2023 1/21/2024 B AUTOS ONLY X AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED q X AUTOS ONLY X AUTOS ONLY Per accident $ $ UMBRELLA LIAR OCCUR 1/21/2023 1/21/2024 EACH OCCURRENCE $ 5,000,000 D EXCESS LIAR CLAIMS-MADE CUU7919F AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONPER 1 AND EMPLOYERS'LIABILITY YIN STATUTE ER ANV PROPRIETOR/PARTNERIEXECUTIVE WCU7919F 1/21/2023 1/21/2024 EL EACH ACCIDENT $ 1,000,000 C OFF CER/MEMBER EXCLUDEDT ❑ NIA (Ma WM ,y In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King street Rye Brook, NY 10573 AUTHORIZED REPRESENT,F��IVE ©1988-2015 ACORD CORPORATION All rights reserved ACORD25(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 TOTAL COMFORT INC 203-395-8723 PO BOX 359 MILTON,NY 12547-0359 1c.NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State. i.e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 141829022 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Camer (Entity Being Listed as the Certificate Holder) NGM INSURANCE COMPANY VILLAGE OF RYE BROOK 3b.Policy Number of Entity Listed in Box"la" 938 KING STREET WCU7919F RYE BROOK,NY 10573 3c.Policy effective period nv?1f?n?s to n1/9119fwd 3d.The Proprietor,Partners or Executive Officers are ❑ included.(Only check box if all partners/officers included) x] all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"'Ia"for workers' compensation under the New York State Workers'Compensation Law. (To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: WILLIAM C OTT (Print name of authorized representative or licensed agent of insuranc tamer) Approved by: (Signature) (Date) Title: PRESIDENT Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov KIN FIEL EVELOPMENT CL TER go RF kL� V E INTERNATIONAL DRIVE FILE Copy AUG - 3 2021 RYE BROOK, NEW YORK VILLAGE CJP RYE BROOK BUILDING DEPARTMENT SC RYE BROOK PARTNERS, LLC 5 International Drive, Suite 114 REVISED PLANS Rye Brook, NY 10573 DATED: OCT 18 2021 . ' FINISHED BASEMENT NOT APPROVED FOR USE AS A NYS Uniform Fire Prevention & Uniform Building Code: SEPARATE APARTMENT OR 2020 Building Code of New York State DWELLING UNIT 2020 Residential Code of New York State 2020 Fire Code of New York State 2020 Energy Conservation Code of New York State AS-BUILTIFINAL SURVEY 2020 Plumbing Code of New York State REQUIRED PRIOR TO_ _ FINAL INSPECT! 2020 Mechanical Code of New York State ON 2020 Fuel Gas Code of New York State 2020 National Electrical Code D 2017 ICC 117.1 Accessible & Usable Building and Facilities THIS BUILDING MUST BE POSTED Project Criteria: -T-7 WITH A PERMANENT CONSTRUCTION TYPE IDENTIFICATION SIGN; Use Group: R-3 1 MULBERRY COURT Construction T yp FR e: 5B V Area: 4,726 sq.ft.Volume: 43,397 cu.ft. PRIOR TO THE ISSUANCE OF A C/O, AS REQUIRED BY NY STATE LAW. 7 Thurston Avenue Structural Consultant PERMIT # Newport, RI 02840 Camera/O'neill Engineers 117 Black Point Lane SBL,# Z Z 1 '� Z- CordtsenDesign.com Portsmouth, RI 02871 D V NOU 10 now 401.619.4689 ATE APPR 2021 MEP&P Consultant wool R.W. Sullivan Engineering 529 Main Street#203 BUILDING INS ,Village of Rye Brook.NY C O R D T S E N Boston, MA 02129 DESIGN ARCHITECTURE FLl 313.17 G312.42 G 3 rr.25 G 311.83 FL1307.67 G306.92 52 G 305:75 G 306.33 55 G 53 C FL 1 297.17 FL 1 301.67 G-30.92 FL1 294.67 G 296.42 G 300.33 CZ A FLr292.67 G 293.33 G 299.75 O 57 56 23 25 SIGNAGE: FLl .67 W/O A 21 xl- SALES OFFICE r /O �G291.92 61 60 CZ X2-SALES PARKING-9, -90.92 59 C 1 17 X3-SALES PARKING i 62 /� CLUSTER W X4-SALES PARKING 4- 63 DR 13 5 X zzW �� E� XS-SALES PARKING*-- 64 B R 11 TER o 00 X6-DO NOT ENTER B p 9 CLUS N Q' v o u X7-DO NOT ENTER D L It 5 7 CLUSTER 1 - o u U ¢� 3 CLU5IERZ NEYSUCKLE LANE _ Q C °o p o c F19Y L 33 r >O H 1 CLUSTER AA H O CLUSTER 66 fi FL1 313.17 A 17 Z R 32 G 312.42 ^Z o CLUSTER CC 50 FLl 305.67 -z gate to be 0 15 G 304.92 Q locked at all ha�nGnk fenc r B L a times r 22 m A 15 Z L 31 FL 1 312.17 D c choinlink fence 18• FLl 294.67 G 311.42 c "' 13 O �p C. t� n gate n 27 79 G 293.33 51 g R O Y R 30 D 3 n 20 r c BL F 1 5.67 A �? 80 A ~� 3 .92 13 49 G 305.92 n p FL 1 293.67 O BR r m � r � CZ z �-�. E91 ZL29 FL1311.17 W/O G 292.92 �' R�D M Z R 28 G 310.42 48 FL1 306.67 D -C25 G 294.33 305.92O C1 AO G 305.92Crn _c 7 YL 27 FL131'0.17 FL1 294.67 D R >' m 18 O H n 82 FL1 295.67 1 306.6770 1 G 305.92 M G 309.42 G 293Q92 O � 305.92 '^ y ClO A 5 ZR 26 c 23 A G 294.33 47�n 9 7cC1 Z � - rn 305.92ZC 1 G 294.92 3 0 3 Z 25 FG 308 42 N FL 1 295.67 DR o 21 83 ° J 43 G 304.42 c Y R 2a p W/Q 86 16 O m _ 4° 2 "' 1 0 G 294.92 - o, ,o Z2 14 note: w FLl 296.67 3 40 42 FLl 305. maintain entire length of N._ c 19 G 295.92 m C 1 n 5 A G 304.4 international drive free FL 1 296.17 g L A B L n r from dirt&debris at all .l W/O 87 14 A 85 304.92 rcv+ rn times \� o e'�'o n G 295.42 o A 12 A A G 30 00 I e+\' z 1 305.67 O p C 1 O note: oc e+ 0\A 304.33 39 41 NO TRESPASSING oc �o��`G ��`Go IL `^ 88 G 297.42 'C3 3 Cl signs on all gates `oa `\o�� coo LU 91 rt' C 2 @ GB r0 oc ��o NOTE: � FL 1 297.67 D R 7O 17 5 G W/O 10Sol S FF 306.50 ti �d J FOR DIAGRAMMATIC PURPOSES 12 CZ 04.33 O parkin OGsF ,� �e5 ocS�� ONLY. REFER TO CIVIL c� G 296.92 FL 298.17 g G DRAWINGS FOR ALL RELATED J p C. 89 G 297.42 3.r SITE WORK. Q C) C�1 is A +direct'ona ©<� const.sgn LEGEND: FL 298.17 BL 10 G A, G297.42 8 5 0 > 1 B "A"UNIT 0 NO W/O 92 c ~"'� 1 37 BL � � Xl BR-"B RIGHT"UNIT U G 297.42 O C I 90 FL 303�67 O BL-"B LEFT"UNIT W � �` G 2.9' '�' / CI- "C"UNIT,MASTER UP �- 0 G 13 -0 F C2-"C"UNIT,MASTER DOWN ZO = Z s o < DR-"D RIGHT"UNIT ~~ L ,296.42 c+ 6 7� DL-"D LEFT"UNIT a_ 94 o� F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT U J 93 D R 8 O �o C 1 <sr YL-"Y LEFT"UNIT Q Q Q FL 298.)7 11 n 36 Ff1 IZR-"Z RIGHT"UNIT U W/O CZ FLl 297.17 C0 4 Q F 1 303.17 ZL-"Z LEFT"UNIT N G 297.42 95 G 296.42 > 301.E A l sign C G 302.42 W/O-WALKOUT 6 O 27 I 2 97 C l G C<G�c<` 9 295.83 FG 3 0?83 35 C 2 2 + �p 9` O G 02.42 A G 296.42 �t 96 F 25 3 FL1 302.67 4 �� C O J 34 © 18 �p Clef C 1 G 301.92 F LP (� 'P 7 FLl 297.17 98 G 293.42 © IG�TF l� `� 23 x 100 +stop C 1 PB ti� �- G 295.83 C2 2 C Z 21 FL 1 294.17 © O 16 BL 99 y G 293.42 A C U W F O G 302.42 O 14 les 1 1 G 300.92 x � 0 G 295.83 3 A 0292.83 FL 1 303.17 C2 ��C ? j C G 302.42 19 C FLI 301.67 Q <e�� C 102 2 O6 12 G 300.92 = U� 12 16'x50' �� G 302. 1 ll'� Y anfl,tracking 1 ��� C 1 �'p A 300.33 Z G 289.42 p©d .\ Gro O 10 C<G� 17 103 / G 301.9 A Post C 1 13 � 0u OFk 290.1 G 289.83 O W/O gate il/enceFLI a 8 . CZ 15 0 8 L 1 291.17 01.33 - w V L_ G 288.8 104 A G 289.83 10 (J, m gate for construction C 1 14 G 298.42\ ^^11 O 6 entrance&exit t be 15 77 G 289.83 C J W FL1V28Q8.67 105 ��ti unlocked&open ing 13 Vl G 287 2 C 2 S~`�' construction activity o A FL l 291.67 FL 1 299.17 J 13 76 G 90.92 U - O G� at all -close es this gate 15 298.42 109 4 mu ae close locked C, C le�T 72 G D L �'1 1 1 G 291.83 �'� � 6297.83 � BL FL 293.17 0'. _Z) G 291.83 / C l 16 2 �� G PP 7 9 �0 Gi292.42 FL1294.67 �� z C 2 blacktop C� C 1 69 G1293.92 '�N 9 x Q- G 5 106 e•S"TFR A 68 66 avender lane to G 297.83 x 89.4 p R be paved 2nd 17 A J� 107 /,1/ 5 C week of 9/20 O z 3 129.17 ROSE BR C2 W/O C CCUS/, 3 FL1299.17 GG C 1 G 289.42 12 cols",R N F ER GG 1 ^18 G 297.83 JS1`� 108 ✓✓ G 5 A G� G 88.83 C 1 1 p CC LISTER G 298.42 75 A 8 CCUSrFR tih 10 G� C 19 OC2 6 CLUSTER FF 6 3 FL 288.67 G 290.33 CLUSTER DD 21 C 1 Z EL 1 2".67 ' W/Q FL1291.67 73 C� rn O r G 287.92 W/O BR 4 2 G 298.42 20 G 298,92 ` G 290.92 G 2V.92 A 71 71 DL 4 _ C DR BR FL1 299.17 22 - 1 FL 1 293.67` G 298.42 O ti x W/O 67 65 C2 2 G 292.92 FL1 294-67 23 x W/Q FL1�067 G 298.42� G 293.92 G 294.92 3,'-0' FOOTING FOOTING 5GHEOULE CAMERA-O'NEILL *- A ID TAG FOOTING 51ZE REINFORCING CONSULTING ENGINEERS 15'-10° 15'-10' F3 3'-0'x3'-O'xl2'THICK (4)#4 E.W.BOT. Structural Engineering.Design I'-4' I'-4" I'-4' 8' F4 4'-0'x4'-O'xl2'THICK (5)#5 E.W.BOT. ' :oa Portsmouth, RCloclinowe Square Camera O'Neill Portsmouth,RioaB7t ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS, Co s�h. Cnaixe�s goi.578.:g83 CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS, AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH _ PROVIDE!INSTALL SIMP50N 4 CIVIL,GEOTECHNICAL,MECHANICAL,ARCHITECTURAL AND ABU66 STANDOFF BASE d 3'-2° 50.1 r- 5 10°DIA.REINFORCED 3'-2' 3'-2' ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. FASTEN TO GONG.W/b DIA. SONOTUBE PIER,TYP. EPDXIED THREADED ANCHOR GONG.FTC.REINF. ROD(6'EMBEDI - (B.O.F.MIN.3'-6" - W/#4 BARS®12' - O 1 BELOW GRADE O Ic- O.G.E.W.,BOT. Aul "�— i V U- O ---- L----] L--- " 'i taU Cato o% r > C 01 Q O CCL Q -0' U x m '2 t24'-,' COORD.I-v ARCH 1_ t,'-5' p PERMIT SET a, Z o U a FASTEN FIRST WALL FASTEN FIRST WALL STUD TO GONG.FDN. q STUD TO GONG.FDN. WALL W/HILTI TYPE X-U 50.1 WALL W/HILTI TYPE X-U POWDER ACTUATED POWDER ACTUATED FASTENERS AT I6'O.G. FASTENERS AT 16"O.G. STAGGERED [B.O.F.-14'-O"] ---- -[B.O.F._l4'-0"]-- STAGGERED M . ------------- ------------ ----------------- --7- T OHE SLF T.O.SHELF T.O.WALL 1 [-10'-2°] T.O.STEM = N ®DOOR 50.1 T.O.STEM [-10'-2"] SIM T.O.WALL p d� O T.O.WALL I L I tL O O m I m T.O.WALL STEPS PROVIDE(4)FULL T.O.WALL STEPS HEIGHT#5 VERT.BARS FTG.5TEP5 -PROVIDE(4)FULL AT WALL STEP i FTG.5TEP5 Z HEIGHT#5 VERT.BARS I O AT WALL STEP I N LU ---- I T.O.W1�ALL S�k4 F4� T.O.WALL7 I^ I o' nP I I I IO `r ti 3 I Lit 3 {—N 1 ni R Q LU I LU J OO ` ~ =z I =z C I � Z CV I 5 m O o F- 50.1 m I Q } I I Q I I � PROVIDE d INSTALL YZ GAP AND Z BA PLATES AT ALL H55 I Z 5 110"WALL GOL TYP.BASE PLATES 10°WALL I O O 5H L BE SUBMITTED W/STEEL I I'-10'FTG. 5�4_Z ` DRAWINGS I'-10'FTC. I (j _j LIJ SXCOL I I T.O.SLAB IF L.V.L.BEAMS OR FLUSH L---- VELEV.-W-6' O I BOTTOM CHORD BEARING I O TRUSSES ARE PROVIDED: PROVIDE t INSTALL BEAM I SLAB DETAIL i POCKET AND P.T.BEARING 50.1 I tri I PLATE AS REQUIRED TO m ACCOMMODATE BEAM. I PROTECT UNTREATED LUMBER �4'NORMAL WT.GONG. i WITH BUILDING FELT I SLAB-ON-GRADE. 12"THICK GONG.FT T.O.WALL SEE DETAIL T.O.WALL 2-�` REINF.W/#4 BARS •BEAM POCKET S�F kg r-- e BEAM POCKET 12"O.G.E.W.,BOT. i [$.O.F.MIN 3'-b" V O 6 _j U_ I IF L.V.L.BEAMS OR FLUSH --- BELOW GRADE] ? U IIO L---J =� BOTTOM CHORD BEARING 50.1 TRUSSES ARE PROVIDED: 0 3 " - m PROVIDE t INSTALL BEAM [B.O.F.-10'-10°] POCKET AND P.T.BEARING PLATE 3 ---- ------ - ------- -- AS REQUIRED TO ACCOMMODATE 6'WALL fn a - BEAM.PROTECT UNTREATED ----- -------- -------- I LUMBER WITH BUILDING FELT T.O WALL / • I [CHORD.W/ IF L.VL.BEAMS OR FLUSH BOTTOM CHORD BEARING 9 BEAM POCKET I ARGH'L] x '\-IN THE EVENT OF SEPARATE TRU55E5 ARE PROVIDED: •' -I'-6►" -- O POURS,PROVIDE 3 INSTALL PROVIDE d INSTALL BEAM [ 4] PROVIDE CONT.#4 BAR 'T'� #5 x 30'LONG DOWELS® POCKET AND P.T.BEARING PLATE T.O.WALL CENTERED AT TOP OF L V O 'LL � ' L 12"O.G.VERT.DRILLED 0 AS REQUIRED TO ACCOMMODATE Q e BEAM POCKET AND CONTINUOUS BEVEL x3 V 2 ^' w` EPDXIED INTO FDN.W/6' BEAM.PROTECT UNTREATED pp m [_I'Fil'4°] I SHEAR KEY AT WALL BA (V co EMBED. LUMBER WITH BUILDING FELT I SLAB DETAIL w 50.1 T.O.WALL 51M [-O'-5'4.] Qp 10'WALL 1 LL � L o I 4"NORMAL WT.GONG. 0 I'-10'FTG. '< LL' 5LAB-0ON-GRADE. to Q m SEE DETAIL v� 1 x p 7 �" PROVIDE#4x4b" jh T.O.SLAB D Q biAGONAL REBAR AT 8"WALL ELEV.-I'-0"®GARAGE DOORS ! i RE-ENTRANT SLAB I y IN THE EVENT OF SEPARATE I CORNERS. I N v { I'-b°FTC. POURS,PROVIDE d INSTALL#5 I x x 30"LONG DOWELS®12"O.G. I VERT.DRILLED d EPDXIED INTO I [B.O.F.-10'-10'1 _ FON.W/6°EMBED. -------- I O " LL 50.1 T.O.WALL � � ---- -� � ®DOOR T.O.WALL p ---_-_ -_-_ _ _--_ --------- o o - -- ---------- - - ---- ---- -- T.O.WALL ---- - - a a 415' 4 50.1 PROVIDE(4)#4 VERT. [B.O.F.-4'-6"]- - BARS AT PIER FOUNDATION PLAN NOTES: ,-O5 6 1. T.O.FIRST FLOOR SUB FLOOR SHALL BE GALLED ELEVATION 0'-0" +I'-108° SIM COORD I U ARCH'L W-10" 50•I 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,CUT-OUTS, 10 UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER '- e 50.1 ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,GEOTECHNICAL, 19'-IVS° 6'-O° 11'-OK' MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. 3. "LALLY COLUMN"-ALL LALLY COLUMNS SHALL BE FILLED SOLID g WITH CONCRETE.PROVIDE Y2'THICK"5PRINGFIELD"GAP AND BASE ice■ B FOUNDATION PLAN-WALK OUT BASEMENT PLATES AT ALL LALLY COLUMNS. SCALE:1/4"=1-O 4. SEE GENERAL NOTES FOR ADDITIONAL FOUNDATION INFORMATION t q SPEGIFIGATIONS 3�-O ------------------- ------------------- l.� z � � JLJ IJLJ lJl _--_--- f 1 I I 1 I 1 I I 1 - 1 ! 1 i z z cOp H�� C� o N O O O F'__-- , C W C) - Qt c 1 1 1- - Ov �,� 0 I I 0 - �n 1 u u ^Z u 7 I I � I 0 r 27- F �aED qR I 1 off' g C.a �� OO ; !lilt ii'' r ? V "ell IIi I 1 0 -- N_ LJ r ck� I 1 1 I F I 1 2d8.iZ i Z t - , , Q N N ----------------------- ------ - ------------} -J O N UNIT TYPE'D2 RIGHT' I10 UNIT TYPE'D2 RIGHT' CL � I10 NOTE: NOTE O SEE YI."=1'-0"SCALE DWG's ON"D2 RIGHT" SEE A= -0 SCALE DWG's ON D2 RIGHT I Z SET FOR ADDITIONAL INFO. SET FOR ADD TIONAL NFO. Z L.L N O Q ��I RST FLOOR PLAN 4 ROOF PLAN Q- SCALE 1/8"=1'-0** SCALE I/8==I'-0" (If LU U w TTT7w U Q V) I I I I I I 3-7-O" 37'-O• r � JLJ LJLJ LJL I I t I � , I 1 I IIL1 - T.O.N.=288.232 ' O I --------------------- I I W I I O O / _U nl +279.17 I I T- I I I T_ 1 _ W VJ I I � I I I I I I I 1 I Y I ' ' 0 O -0 O `/' co - Jill I - I I t � - ; I I I � � • 1 I n\l (V I I I CV t - 1I - I 1 - I I I I I I 1 I I I I I I � I ^ I L------------------------ I I I I I I I - ------------ - t t I I I I 1 I 1 - E I I I I F I I _- I I I I I I O.. O. .- i---- 1 1 -o ----J I I I t I L---------- ----� --_-- ------ C"* I I I 1 I z I I I I 1 1F 1 1. I I I I 1 1 I Y - I I I I I F 1 I I r------I I I 1 `64 O I -------------------- I I I I O - + t I ----------------------, i�I I L------- - L------� c1 - -----J UNIT TYPE W RIGHT- I10 UNIT TYPE-D2 RIGHT' I10 NOTE: NOTE: SEE/= -0'SCALE DWG'S ON"D2 RIGHT" SEE/ -0 SCALE DWG s ON D2 R GHT x SET FOR ADDITONAL NFO. SET FOR ADD,T ONAL INFO BASEMENT FLOOR PLAN 3 SECOND FLOOR PLAN SCALE 1/8"=1'-0" SCALE 1/8"=1'-0" ZZ W EO• Q H�> >O CO• H y Q L3),O c W V ex N �C� p Z5 0 O - 5a N V = �� U �Z 5 oC U Q 62-O oao �©o 2 T O SUBFLOOR =- — ____ T O SUBFLOOR V _ _ ago® ® EMo T0 SUBFLOOR -I- E — - - -- -- ——.— I T O SU --- -- - — -- --- ---- — ---- —IL-1 fT I I I I l i ►i ►r I w I I I I -�-[LI-2-'C L--------jI II ` IL------------------------J tl II _________________- --I I I I B- I I I I I ZrZrll-I I I I I I Fr_ I I TY- T O SLAB I I I T.O AB S -----------------------------.-j--------I�-.------ S --- - ------------------------- --------------------- r`-----------'"1 r--------=.: ---------- ----------�ti------ ---- L---------------J 1 r-_____________________________________-____- 7 UNIT TYPE'D2 RIGHT' I10 '� rj L________I UNIT TYPE'D2 RIGHT' I10 O L_J L__________-J F- NOTE: NOTE: Q N SEE/_1'-0'SCALE DWG s ON D2 RIGHT SEE/c. 1'-0'SCALE DWG s ON D2 RIGHT w Q SET FOR ADD'T'ONAL!NFO. SET FOR ADDiTiONAL NFO J (*J LU i FRONT ELEVATION 3 LEFT ELEV�AT�lON O o 0 SCALE 1/8"=1'-0" SC =1'-0" Z >, z W Q O X Q- w � LU U J Q w U Q C) rn 0 37'-0 � 64'-0" 4— Z 2 T 0 SUBFLOOR ---- --- - - �_�_� T 0 SUBFLOOR - -- -------------- -—- ---- IRV - w 0 O �. 1T O 0 jk T 0 SUBFLOOR —_— ———— T 0 SUBFLOOR — t _tom-�_ __ -�-__ Iffillilmilli I T ZD �� IRV tt—ta) r H tr - - f t I I - n I I ------- - IT ,^ III I I R=1r'lam - + III I [�IJ• S TO SLAB i _—_.= __ iii c T 0 SLAB ---�L----------------------------------—---------------- 1! ------ - -------- J r`------------------ - - - - ----— _ III IIII IIII IRV � I _ JJ ll l I I f 1 r U 1------------------- U -----------------�U l UNIT TYPE'D2 RIGHT' I10 i --------j 1---J-----------'-'--"----L---1------------------L---1 �------------J UNIT TYPE'D2 RIGHT' I10 NOTE: SEE/'_ -0"SCALE DWG's ON D2 RIGHT SET FOR ADD T ONAL NFO. NOTE: SEE/__ A SCALE DWG s ON D2 R GHT SET FOR ADo!T ONA- NFO. CV 4 RIGHT ELEVATION z SCALE 1/8"=1'-0'* ' 2 REAR ELEVATION SCALE 1/8"=1'-0" z z KIN FIEL EVELOPMENT DRAWING LIST A0.0 SPECIFICATIONS L TER VV go A0.1 ARCHITECTURAL SITE PLAN A1.0 FLOOR PLANS NIT 00 2wo RIGHTI I M L E RY CO T A1.1 FLOOR PLANS A1.2 ROOF PLAN 1 29025ml M1 E72 A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS INTERNATIONAL DRIVE A3.0 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.1 DETAILS Rye Brook, NY 10573 S0.2 GENERAL NOTES S1.0 FIRST FLOOR FRAMING S1 A DETAILS S2.0 SECOND FLOOR/ ROOF FRAMING NYS Uniform Fire Prevention & Uniform Building Code: S3.0 SHEARWALL PLANS 2020 Building Code of New York State 2020 Residential Code of New York State M-0 HVAC MECHANICAL, NOTES, SCHEDULES 2020 Fire Code of New York State M-1 HVAC BASEMENT FLOOR PLANS 2020 Energy Conservation Code of New York State M-2 HVAC FIRST & SECOND FLOOR PLANS 2020 Plumbing Code of New York State M-3 HVAC MECHANICAL ROOF PLAN 2020 Mechanical Code of New York State 2020 Fuel Gas Code of New York State E-0 ELECTRICAL LEGEND, NOTES, SCHEDULES, DIAGRAM 2020 National Electrical Code E-1 ELECTRICAL BASEMENT FLOOR PLANS 2017 ICC 117.1 Accessible & Usable Building and Facilities E-2 ELECTRICAL FIRST & SECOND FLOOR PLANS Project Criteria: P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS Use Group: R-3 P-1 PLUMBING BASEMENT FLOOR PLANS Construction Type: 56 P-2 PLUMBING FIRST & SECOND FLOOR PLANS Area: 4,726 sq.ft P-3 PLUMBING ROOF PLAN Volume: 43,397 cu.ft. Structural Consultant Camera/O'nei l l Engineers ----------� _ -�-�----A-a- 7 Thurston Avenue i;v New port, RI 02840 117 Black Point Lane j p Portsmouth, RI 02871 CordtsenDesign.com REVI%")% Y . M 7 401.619.4689 MEP&P Consultant PLAN James A. Koppenhaver OCT 1 8 2021 304 Logan Avenue DATEID-. .,. ka �_._ - K Wyomissing, PA 09610 -� L VI__ �-"�-�_ . -- r . �M D1 N 9 en•c+xwr.•+a..c. .u...v.r:a.o•+asay..! C 0 R D T E N K............. .T _.; DESIGN ARCHITECTURE GENERAL CONDITIONS CAST IN PLACE CONCRETE ROUGH CARPENTRY(CONTINUED) DOORS AND WINDOWS(CONTINUED) THERMAL SEALING GUIDELINES CONTINUED) I. ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT, 1. FURNISH AND INSTALL REINFORCED CONCRETE AND PERFORM WORK IN ACCORDANCE WITH THE CURRENT ACI BVI DJ7VNGPAPER•ASPHALT SATURATED FELT,ASTM D-226.TYPE I,15#OR TYVEK HOISEWRAP MANIF.BY B%SWP,rolOUT�WINCIGLMBW GL4SSBOOP-t-I%'PANELS WITH CLEAR%*INSULATED,ARGON FILLED,LOWE, SHOWER HEAD TO TILE OR SHOWER SURROUND INCLUDING ALL APPLICABLE STATE,CITY AND COUNTY BUILDING.ZONING,ELECTRICAL.MECHANICAL,PLUMBING 318.AND CRSI 74ANUTAL OF STANDARD PRACTICE'AND ASTM C-94.(SEE STRUCTURAL DRAWINGS FOR MORE DUPONT,ON ROOF AND WALL SHEATHING.ALL INSTALLATION OF BUILDING PAPER TO BE LAYED SUCH THAT ALL TEMPERED GLASS.INCLUDE MANUFACTURERS STANDARD SCREEN DOOR IF UNITS SHOW MUNTINS ON EXTERIOR CLOTHES WASHER VALVE/DRAIN BOX fl CLOTHES MYERR EXHAJST BOX SEALED TO GWB LAPS SHED WATER,WITH PROPER OVERLAPS.ALWAYS WORK FROM LOW POINT TO HIGH POINT. ELEVATIONS,PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR fl EXTERIOR SIDE OF GLASS,ALIGNING AND FIRE CODES.CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE COMMENCEMENT OF INFORMATION fl THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL BUILT-IN CABINETS TO GWB CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND THE CONSTRUCTION DRAWINGS). Bl7UMFi0ETMDfiUL4VJw GRACE,ICE fl WATER SHIELD,SELF-ADHERED,RUBBERIZED ASPHALT SHEET DIRECTLY OVER AN INTERNAL.SPACER BETWEEN THE TWO PANES OF GLASS.�,MUNTIN WIDTH TYPICAL,UNLESS STAIRWAYS IN CONTACT WITH EXT.WALL SEALED AT GWB INDERLAYMENT.SEE ROOFING SPEC.FOR MORE INFORMATION. OTHERWISE NOTED.PAINT WOOD MUNTINS USED ON INTERIOR,EXTRUDED ALUMINUM USED ON EXTERIOR;115E DOCUENTS TO THE ATTENTION OF THE ARCHITECT.SUBMIT COPIES OF INSPECTION REPORTS,NOTICES ETC. LAAMVA7ED PZAEERLUAMER(LF4-COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE FIREPLACE BOX TO GWB PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS. 44< TO OWNER AND ARCHITECT. 2. PROVIDE CONCRETE REINFORCING BARS AS SHOWN ON STRUCTURAL DRAWINGS. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COMBUSTION AIR SUPPLY DUCTS AND PIPES TO GWB FABRICATION OF THE LAMINATED VENEER LUMBER SHALL BE UNDER THE SUPERVISION OF A PROFESSIONAL ENTI<TDOOR:$'a'INSULATED FIBERGLASS BY JEIDWEN.SEE EXT.ELEVATIONS FOR STYLE.PROVIDE TEMPERED METAL FLUES TO GWB 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, 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 KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB GENERAL REQUIREMENTS THROUGHOUT.DETAILS NOTED'TYPICAL'IMPLY ALL CONDITIONS TREATED ATTENTION PAID TO FOOTINGS AND OTHER ON-GRADE CONSTRUCTION PRIOR TO BACKFILLINNG AND ENCLOSING FRAMED USING HEAVY DUTY(3 GA.)SIMPSON CONNECTORS.DOUGLAS FIR VENEER LAYERS OFXo TO)b'THICK, WATER RESISTANCE:ASTM E331,ACOUSTICAL PERFORMANCE:ASTM E413-70T-STC 28,THERMAL.TRANSMISSION: ELECTRICAL BOXES fl CABLE/PHONE BOXES TO GWB SIMILARLY.MODIFICATIONS TO BE MADE 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 R-45.49(CALCULATED). GRADE,MANUFACTURER,AND NRB ACCEPTANCE.CONNECTORS TO BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123. WMDOW:MANUFACTURER MARVIN INTEGRITY WOOD-ILTREX,SHALL HAVE INTERIOR FACTORY-PRIMED WOOD WITH (!: ) OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT DRAWINGS.KEEP DRY AND HANDLE WITH CARE TO FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE AND INSTALL 12' AIR SEALING MATERIALS-USE A COMBINATION OF THE FOLLOWING; 3. THE CONTRACT DOCUMENTS ARE INTENDED TO PROVIDE THE BASIS FOR PROPER COMPLETION OF THE WORK 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED DRY SOIL BEARING CAPACITY OF 4000 PSI FOR FOOTINGS fl PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT.DWG'S. GRACE'VYCOR PLUS'.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. PARAl1.MlPARA/lFlS77tANDLUM6R0W.,I:COMPLY WITH THE INSTRUCTION AND RECOMMENDATIONS OF THE SHEATHING.PRIOR TO INSTATING WINDOW.PROVIDE 8 INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES Z Z uA Q)o E% REASONABLY IMPLIED OR NECESSARY FOR PROPER PERFORMANCE OF THE PROJECT,SHALL BE INCLUDED. MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION DOCUMENTS.THE DESIGN AND COASTAL ENVIRONMENT.SALT WATER SPRAY.COLOR WHITE.VERIFY WITH OWNER/ARCHITECT FOR SELECTION fl BACKER ROD-CLOSED CELL FOAM OR ROPE CAULK PRESSED INTO GAPS W 0 w D`o °'O 5. COORDINATE JNDER-SLAB AND THROUGH-WALL PLUMBING,DRAINAGE AND OTHER RELATED WORK. FABRICATION OF THE PSL SHALL BE AS MANUFACTLNRED BY WEYERIHAEISER(LEVEL MODULUS OF ELASTICITY FOR FINISH OF HARDWARE fl WINDOW ALUMINUM PANT COLOR PRIOR TO ORDERING.UNITS TO HAVE CLEAR INSULATED, GAITS w H= >Co c.- 4. AL`DRAWINGS SHALL BE FULLY COORDINATED BY CONTRACTOR TO VERIFY ALL DIMENSIONS,LOCATE BEAMS SHALL BE!,016,535 PSI,COLUMNS SHALL BE 914.880 PSI.FS BEAMS SHALL BE Z900 PSI,COLUMNS Z400 ARGON FILLED,LOW-E GLASS.WINDOW MANUFACTURER TO REVIEW DRAWINGS TO DETERMINE AND PROVIDE SAFETY C u�U Q Fk .T'; PSI.CONNECTORS TO BE ASTM A-%,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PANT AS NOTED BUILDING WRAP-INSTATED OVER EXT.SHEATHING.SEALED WITH TAPE AT JO NTS c 6- DEPRESSED SLABS,SLOPES,DRAINS.OUTLETS.RECESSED REGLETS,BOLT SETTINGS,SLEEVES,ETC. 6. CURE CONCRETE BY KEEPING MOIST A MINIMUM OF 72 HOURS. IN CONTRACT DRAWINGS.KEEP DRY AD HANDLE WITH CARE TO PREVENT DAMAGE TO BEAMS,COORDINATE WITH GLASS WHERE REQUIRED BY STATE CODE.ALL OPERABLE UNITS SEAT HAVE INTEGRAL SCREENS.IF UNITS SHOW o - o o c o SHEET GOODS-WOOD SHEATHING.GYPSUM WAIL BOARD,RIGID INSULATION,TAPED EDGES „o c MUNTINS ON EXTERIOR ELEVATIONS PROVIDE MUNTIN BARS THAT ARE ADHERED TO INTERIOR fl EXTERIOR SIDE OF - g a m STRUCT.DWG'S. SHEET META--EDGES CAULKED U = Z m '� 5. THE CONTRACTOR SHALL VERIFY AND PROTECT ALL SERVICE LINES AD EXISTING SITE AREA FROM FORM-FORM MATERIALS TO CONFORM TO AD 347,PS 1-74. PARAJ'1.9MPLLSPR . ND EZSTRALUMBF1 OMPLUS).COMPLY WITH THE INSTRUCTION AD GLASS,AJGNING DIRECTLY OVER AN INTERNAL SPACER BETWEEN THE TWO PASS OF GLASS.V MUNTIN WIDTH POLYETHYLENE PLASTIC-EDGES AND PENETRATIONS TAPED AND SEALED U RECOMMENDATIONS OF THE MANUFACTURER AND WITH INFORMATION CONTAINED IN THE CONSTRUCTION TYPICAL.UNLESS OTHERWISE NOTED.PANT WOOD MUNTINS USED ON INTERIOR EXTRUDED ALUMINUM USED ON � ^Z o DETER]ORATION OR DAMAGE. RERVMRCMEAJUS DEFORMED STEEL.ASTM A-6i5.GRADE 60. WEATHERSTRIPPING-SEAL MOVEABLE COMPONENTS SUCH AS DOORS.WINDOWS,ETC. U R8IO RCMAM WELDED STEEL WIRE FABRIC,ASTM A-185. DOCUMENTS.PLUS PSL FOR USE IN WET LOCATIONS AND IS A FACTORY MANUFACTURED PRESSURE TREATED EXTERIOR:USE PATTERN AS INDICATED ON THE EXTERIOR ELEVATIONS.CONTRACTOR HAS THE OPTION TO HAVE 4PRESERVATIVE PROTECTION PRODUCT.PROVIDE PT PSL OF SERVICE LEVEL 3 FOR C GREATER THAN 28%.THE THE WINDOWS DEUVERED WITH THE EXTENSION JABS NOT INSTALLED,TO MAKE IT EASIER TO INSTALL INTERIOR MASTIC SEAS AIR HANDLERS,DUCT CONNECTIONS AND JOINTS 6. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR T1aE SAFETY AND CONSTRUCTION PROCEDURES, CEAIEM:PORTLAND CEMENT,ASTM C I50,TYPE I OR II. 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. UL181 OR FOIL FACED TAPE TEMPORARY SEALS AIR HANDLER,DUCTS-NOT ACCEPTABLE TECHNIQUES,OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE WAMX CLEAN.POTABLE AND NON-DETRIMENTAL TO CONCRETE. BE ASTM A-36,PRIMED,GALVANIZED ASTM A-123,OR COATED WITH ZINC RICH PAINT AS NOTED IN CONTRACT OVEAREWDOOR: SELECTED BY OWNER.PRIME fl PAINT ALL SIDES.PROVIDE SHOP DRAWINGS TO ARCHITECT, ACOUSTIC SEALING GUIDELINES C EO DRAWINGS OR THE REQUIRED CODES. AGGREGA7F. FINE AND COARSE,NORMAL WEIGHT AGGREGATES.ASTM C-33. DRAWINGS.KEEP DRY AND HANDLE NTH CARE TO PREVENT DAMAGE TO BEAMS.COORDINATE WITH STRUCT. FOR REVIEW.GARAGE DOOR OPENER SELECTED BY OWNER. ADMDK7IR/REP:AIR•E NTRAINEO TYPE,ASTM C-260 AND WATER REDUCING TYPE A,ASTM C-494.AL CONCRETE DWG'S I. AIR-BORNE SOUND:WALLS,PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM C.V �� 7. CONTRACTOR SHALL APPLY FOR,OBTAIN,AND PAY FOR ALL!NECESSARY PERMITS REQUIRED TO PERFORM THE EXPOSED TO FREEZING fl THAWING:6%-89L OTHER CONCRETE:2%-4%. TYNCAL EXTERIOR WALL UD 2x6 WOOD STUDS!16bC.. ,UNLESS OTHERWISE NOTED FINISH CARPENTRY AND MILLWORK EACH OTHER OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS(STC)RATING OF WORK.SUBMIT COPIES TO OWNER AND ARCHITECT. CD1VL7tE7EAQIG CONCRETE READY MIX,ASTM C-94,3000 fl 4000 PSI COMPRESSIVE AT 28 DAYS. TYPWALP47MORWALb ZA WOOD STUDS O iWo.c.,UNLESS OTHERWISE NOTED FURNISH AND INSTALL THE FOLLOWING: NOV LESS THAN 50(45 FIND TESTED)FOR AR-BORNE NOISE. � VAPORBARRIEl LOCATE PER DRAWINGS,10 MIL POLYETHYLENE,ASTM D-2103. NOTE NO INTERIOR FINISH WORK IS TO BE STARTED 1N'IL A WATER-TIGH'Si ELL IS AC-EYED. 8. THE CONTRACTOR BEFALL EMPLOY A COMPETENT SUPERINTENDENT WHO SHALL BE IN ATTENDANCE AT THE PRBPnRMEDJOINTF7IlFJl:Yp'ASPHALT IMPREGNATED FLEXICELL. INTERIOR7YIAL•SELECTED BY OWNER 2,STR UC7URE-BORNE NOSE FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER OR * * PROJECT SITE DURING PERFORMANCE OF THE WORK.THE CONTRACTOR'S CONSTRUCTION SUPERINTENDENT IS DIOVErAlLAIVCBORSL07-22 GA.GALVANIZED STEEL. THERMAL AND MOISTURE PROTECTION GLASYMf0WVRVGRQARS SELECTED BY OWNER FROM RELIC OR SERVICE AREAS SHALL HAVE AN IMPACT INSULATION CLASS(IIC)RATING OF NOT LESS THAN 50 I. FURNISH AND INSTAL THE FOLLOWING: GLASSSRIONBItEIVCL(LSURE�1RtA7AAID<RORS:SELECTED BY OWNER. tP REQUIRED TO BE ON SITE DURING ANY CONSTRUCTION ACTIVITY,INCLUDING WORK BEING DONE BY FLAULMAEGIB7S GALVANIZED STEEL A77CWV&JL TffC4BIIVE78/C>DUNIFA&-SELECTED BY OWNER. (45 FIELD TESTED)FOR STRUCTURE-BORNE NOISE. SUBCONTRACTORS. IN ADDITION TO CONTRACT REQUIREMENTS,IT IS THE CONTRACTOR'S RESPONSIBILITY TO F00MMONWAL ERUM•AS CAST WITH THE FINS REMOVED,HOLES AND HONEYCOMBING FILLED fl FLUSH CUT 2. THE FOLLOWING SPECIFICATION SHALL GOVERN WITH MODIFICATIONS AS SPECIFIED HEREIN:ASHRAE HANDBOOK Q7t7 ETV&AI7HPLUMRINGFL%7URFS&APP/JANCT-SELECTED BY OWNER. SUPERVISE ALL CONSTRUCTION ACTIVITY AND INSPECT ALL WORK CONSTRUCTED FOR COMPLIANCE WITH THE TIES.RIB WITH CONCRETE BRICK TO SMOOTH PROJECTIONS AND ROUGH SPOTS. OF FUNDAMENTALS. PJ vC7RIC(L FL1 MPLIM-SELECTED BY OWNER. 3.OPENINGS AND PENETRATIONS IN CONSTRUCTION ASSEMBLIES FOR PIPING,ELECTRICAL DEVICES,RECESSED CONTRACT DOCUMENTS. FL40ORSL4ffSMVZERJ JRI FPMX SMOOTH,STEEL TROWEL FINISH.INSTALL CONTROL AND EXPANSION JOINTS INSTALL FLASHING AND SHEET META-IN COMPLIANCE WITH'ARCHITECTURAL SHEET META-MANUAL'BY DWAHARDWARE SELECTED BY OWNER. CABINETS,BATHTUBS.SOFFITS OR HEATING.VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,LINED AS REQUIRED. SMACNA Afr"C ECIBQVET:MEDICINE CABINET TO BE LOCATED IN EACH BATHROOM LAIC).SELECTED BY OWNER. INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC RATING OF THE ASSEMBLY. 9. CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE MTEJ<ASTAJR,£PROVIDE ALL REQUIRED STRUCTURAL ANALYSIS AND DESIGN FOR SELF-SUPPORTING WOOD A1V[TIIO,12'MIN.YR DNA MINE PLACED 4'-0b.c(MAX.)INTERMEDIATE SPACING MINIMUM((2)BOLTS PER PLATE 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 ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL.BE OBTAINED BEFORE SECTION,12'MIN.FROM PLATE END. 4.FLOOR ASSEMBLIES THAT ARE CARPETED GENERALLY MEET THE MINIMUM IIC REQUIREMENTS.FLOOR SO.FT.AND.20%COPPER BEARING,24 GA DESIGNATION G 90 HOT DIPPED GALVANIZED,MILL PHOSPHATIZED. BY OWNER. PROCEEDING WITH THE WORK.THE CONTRACTOR WILL 8E HELD RESPONSIBLE FOR THE RESULTS OF ANY ASSEMBLIES WITH HARD SURFACE FINISHES SUCH AS TILE,WOOD OR VINYL GENERALLY REQUIRE ADDIT ORAL ERRORS.DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS,OF WHICH THE CONTRACTOR FAILED STRUCTURAL STEEL BLUSS'TU71VB7FJMCE EXTERIOR I)'BLUESTONE,RANDOM,RECTANGULAR SHAPED SLABS AT ALL EXTERIOR ACOUSTICAL TREATMENT OR INSULATION TO MEET THE MINIMUM IIC REQUIREMENTS. TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 1. FURNISH AND INSTALL THE FOLLOWING,AS NEEDED(SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION S 4. NON4;EINFORCED FLEXIBLE BLACK ELASTIC SHEET FLASHING 50 TO 65 MILS THICKNESS SHALL COMPLY WITH TERRACES AND LANDINGS,AS SHOWN ON THE SITE AND/OR FLOOR PLANS 5 DETAILS.STONE TO BE SET IN 1' THEY SHALL OVERRIDE ANY DUPLICATE INFORMATION PROVIDED ON ARCHITECTURAL DRAWINGS). THE FOLLOWING:SHORE A HARDNESS:ASTM D-2240,TENSILE STRENGTH:ASTM D-012,TEAR RESISTANCE: MORTAR BED ON CURED,SLOPED CONCRETE SLAB.VERIFY STONE TYPE AND PATTERN WITH ARCHITECT PRIOR TO 5.THE FIRST ESSENTIAL FOR AIRBORNE-SOUND ISOLATION USING ANY SYSTEM IS TO CLOSE OFF AIR LEAKS AND/OR ASTM D-624,DIE C-ULTIMATE ELONGATION:ASTM D-412,LOW TEMP.BRITTLENESS:ASTM D4149,OZONE ORDERING.PROVIDE CONSIS I EN I Yz'MORTAR JOINTS,COLOR fl TEXTURE TO BE APPROVED BY ARCHITECT.INSTALL IO. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB AGING:ASTM D-1149,HEAT AGING:ASTM D-573. CONTROL AND EXPANSION JOINTS AS REQUIRED. FLANKING PATHS BY WHICH NOISE CAN GO THROUGH OR AROUND THE SYSTEM.SMALL CRACKS OR HOLES WILL SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE ORDERLY PROGRESS OF THE WORK. S7=MZ4IPE%PLATESANDA4RS.ASTM A-992.ASTM A-M. ZaERMDOORAND WL DOWGL&M.CELLULAR AR PVC,AZEK OR EQUAL-5/4 x6 JAMBS fl HEADS w/3'r,'SCOTIA INCREASE THE SOUND TRANSMISSION AT THE HIGHER FREQUENCIES.THIS CAN HAVE A DETRIMENTAL EFFECT ON RECTAAWUL4RSJ'EEL 7UBECOLIVAlm STRUCTURAL COLD-FORMED STEEL.ASTM A-500,GRADE B. 5. 16 OZ.COLD ROLLED,RED COPPER AT SCUPPERS,RECESSED ROOF PANS.INSTAL RED COPPER WHERE fl 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 1'. CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALE_TRASH,DEBRIS AND SHALL PROTECT COL&PORNEDAAETAL FRAAfYG:CSHAPED STEEL STUDS,18 GA ASTM A-446. SOLDERED JOINTS fl 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 CONSTRUCTION PRECAUTIONS CAN REDUCE THE EFFECTIVENESS OF ALL ADJACENT WORK FROM DAMAGE.SOIL NG,PAINT OVERSPRAY,ETC.ALL FIXTURES,EQUIPMENT,GLAZING, S7M PIM ASTM A-53 TYPE E OR S.GRADE B. RAKES AND EAVES,STEPPED AT ROOF INTERSECTIONS WITH WALLS,ABOVE EXTERIOR RUNNING TRIM,HEADS OF MC EXTEUOR 77<DHl.•Ix THICK CELLULAR PVC,AZEK OR EQUAL.Ix CELLULAR PVC SHEET WHEN REQUIRED TRIM THE PLANNED SOUND CONTROL METHODS. FLOORS,ETC.SHALL BE LIFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. AAVWABOL7SL ASTM A-307. WINDOWS AND DOOR CASINGS.SILL PANS UNDER Al DOORS AND ANY OTHER REQUIRED LOCATIONS AS IS WIDER THAN llyi.5/4 THICK PVC SHALL BE USED AT LOCATIONS THAT ARE ADJACENT TO ANY WALL SIDING. BOLTS ASTM A-325,3'r DIAL 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 AD SPECIALIZED INSTALL4770N.COMPLY WITH CURRENT A/S7C CODES AND SPECIFICATIONS AND WITH AWS STRUCTURAL WELDING N07Z:•ALL FLASHINGS SHALL LAY SUCH THAT ALL LAPS SHED WATER WITH PROPER OVERLAPS.ALWAYS EXIIERgM BALLDW 4ANDDALLMEn SELECTED BY OWNER. TELEPHONE,AND TELEVISION DEVICES,WIRING,SPRINKLER PIPES,ETC.,WHICH PENETRATE THE GYPSLIM BOARD, CONSTRUCTION.SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW FOR CONFORMANCE CODE:AND CODE OF STANDARD PRACTICE.ALL CONNECTIONS SHALL BE DOUBLE SHEAR CONNECTIONS DETAILED N WORK FROM LOW POINT TO HIGH POINT.WATER-TIGHT.WEATHERPROOF PERFORMANCE OF FLASHING AND EX7FJUOR PORC7I C ZLgiGT/F.AVESOFFRS ix6 BEADBOARD CELLULAR PVC,AZEK OR EOLIAL. SHALL NOT BE LOCATED BACK-TO-BACK OR IN THE SAME STUD CAVITY.ANY OPENING FOR SUCH FIXTURES AND WITH THE DESIGN INTENT OF THE WORK.IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODOLOGY, ACCORDANCE WITH AISC REQUIREMENT'S FOR SIMPLE CONNECTIONS.CONNECTIONS SHALL BE BOLT®OR WELD® SHEET METAL WORK;S REQUIRED,WITHOUT RELYING ON SEALANTS. PXIElWACOLUMNCOFERS.HB&G PERMACAST FIBERGLASS FOR LOAD BEARING.HBBG 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 WEMEWFIECIRODIS COMPLY WITH AHYS DIA CLASS E-70 ELECTRODES. PVC FOR NON-LOAD BEARING,SEE EXT.ELEVATIONS FOR SIZE fl STYLE. INSTALLED IN FULL BOXES AND SEALED WITH A NON41ARDENiNG SEALANT,SUCH AS 3M BRAND FIRE BARRIER BACKPAINT META-FLASHINGS WITH BITUMINOUS PAINT WHERE EXPECTED TO BE IN CONTACT WITH FURNISH AND INSTALL THE FOLLOWING: V) SPECIFICATIONS AND/OR RECOMMENDATIONS. GALVANZZM'.•TPEMEC 99 OR FABRICATOR'S STANDARD RED OXIDE. CEIMENTITIOUS MATERIALS OR DISSIMILAR METALS. GYPSM WAU BOARD. MPP-4S MOLDABLE PUTTY PAD OR EQUAL. Z GALVANIllll7' ASTM A-i23. WATER-RETISTANT.•XF IMPERIAL GYPSUM BOARD BASE ON INTERIOR SURFACES OF ALL CEILINGS AND WALLS. O 13. ALL MANUFACTURERS PRINTED WARNINGS FOR HANDLING OF PRODUCTS MUST BE STRICTLY OBSERVED.THE GROUT:NON-SHRINK,NON-METALLIC PREMIXED GROUTING COMPOUND. 6. ALLJMINLIM GUTTERS AND DOWNSPOUTS PER SMACNA.SEE DRAWINGS FOR LOCATIONS.GUTTERS:CONT. FEtERAlED 7YAB'71C':�'GYPSUM BOARD ON WALLS 8 CEILINGS OF GARAGE. 7.THE ENTIRE PERIMETER OF AN ACOUSTICAL ASSEMBLY SHALL BE MADE AIRTIGHT TO PREVENT SOUND � N • WORDS'OR EQUAL'ARE TO BE ASSUMED WHENEVER A SPECIFIC MANUFACTURER IS NOTED.PROVIDE E1tECT/770N.•PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED.NO BURNING OF HOLES.DO NOT USE *OGEE*STYLE,4)''HIGH x 6'WIDE w/BRACKET HANGERS#I8'0.c.DOWNSPOUTS:CONT.23',*x 4►',, VE7VFUMAS EL ONE COAT VENEER PLASTER ON NTERIOR SURFACES OF ALL CEILNGS AM WALLS,IN TRANSMISSION THROUGH THE ASSEMBLY AND PREVENT SOUND FLANKING AROUND THE ASSEMBLY AND THROUGH �_ O 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. ACCORDANCE WITH ASTM C-B87,C-754,C-844.FINISH OF RASTER ON WALLS AND CEILINGS SHALL-BE SMOOTH ASSEMBLY PENETRATIONS.FLEXIBLE SEALANT OR AN ACOUSTICAL GASKET SHALL BE USED TO SEAL BETWEEN Q C3 N FOR THREE YEARS.USE EXPERIENCED INSTALLERS WITH MINIMUM THREE YEARS INSTALLING SAID PRODUCT. 7W(W4IPPA&T-IMMEDIATELY AFTER ERECTION,CLEAN FIELD WELDS.BOLTED CONNECTIONS AND ABRADED fl READY FOR PAINT. THE STC RATED ASSEMBLY AND ALL DISSIMILAR SURFACES AND ALSO BETWEEN THE ASSEMBLY AND SIMILAR U U DELIVER HANDLE,STORE,AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. AREAS OF THE SHOP PAINT.APPLY PAINT TO EXPOSED AREAS WITH THE SAME MATERIAL AS USED FOR SHOP 7• ROOF SHINGLES SHAD BE ASPHALT-FIBERGLASS COMPOSITION THREE TAB,CONFORMING TO U.L.CLASS-A' ACCESSORDM FIBERGLASS MESH JOINT REINFORCEMENT,GALVANIZED STEEL CORNER BEADS,VINYL'J' SURFACES WHERE PERIMETER RELIEF IS REQUIRED.THE SPACING AD NUMBER OF MECHANICAL FASTENERS IS - V ` PAINTING.USE GALVANIZING REPAIR PAINT TO CORRECT DAMAGED AREAS OF GALVANIZED MEMBERS AND TO COVER FIRE RESISTANCE,U.L.WIND RESISTANCE ASTM D3462 fl ASTM D3018 TYPE I WITH A MIN.30 YEAR MANUF. CHANNEL,CASING BEADS,CONTROL JOINTS,ETC.AS NEEDED. ILL. � 14. ALL CODES,TRADE STANDARDS AND MANUFACTURERS INSTRUCTIONS REFERENCED IN THE CONTRACT AND PROTECT FIELD WELDS IN GALVANIZED MEMBERS. (F1tAIl[TC7TZE CERAMIC TILE,MARBLE TILE 8 ACCESSORIES COMPLYING WITH TILE COUNCIL OF NORTH AMERICA WARRANTY.COLOR AS SELECTED BY ARCHITECT.SHINGLES SHALL BE INSTALLED PER MANUFACTURERS ALSO OF GREAT IMPORTANCE IN ACHIEVING A JSTED STC OR IIC RATING. - -I---0 1-0 ES,INSTRUCTIONS.PRIOR TO INSTALLING SHINGL NSTALL GRACE'ICE 8 WATER SHIELD'OR APPROVED EQUAL, INC.IN COLOR AN PATTERNS SELECTED BY THE OVMIER FROM STANDARD COLORS AND PATTERNS OF THE U �- >1 DOCUMENTS SHALL BE THE LATEST EDITION. QUALn7WNTffN_INSPECTION OF FIELD WELDS SHALL BE IN ACCORDANCE WITH AM STRUCTURAL WELDING SELF-ADHERED,RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES,EAVES.RAKES.VALLEYS.HIPS, 8.PERIMETER SEALS IN WALL ASSEMBLIES:IN ORDER TO BE EFFECTIVE FOR THE LIFE OF THE BUILDING,SEALANTS LUJ _ APPROVED MANUFACTURER MANUFACTURER TO BE AMERICAN GLEAN FOR CERAMIC TILE AND MARBLE TECHNICS CODE.'INSPECTION OF FIELD ASSEMBLED BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION 6.A/SC. MUST BE RESILIENT AND NON-HARDENING.STANDARD WEATHER CAULKING IS UNSATISFACTORY AS AN 5 ROOF-TO-WALL INTERSECTIONS.AROUND ALL ROOF PROJECTIONS,AND ENTIRE ROOFS THAT ARE FLATTER LTD.FOR MARBLE TILE OR EQUAL.INSTALL IN COMPLIANCE WITH PERTINENT RECOMMENDATIONS CONTAINED IN Z 15. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANCES WITHOUT WRITTEN APPROVAL OF THE ARCHITECT/ ACOUSTICAL SEALANT SINCE T TENDS TO HARDEN OVER TIME.PLACEMENT OF THE SEALANT IS CRITICAL.THE N Z � ROUGH CARPENTRY THAN A 392 SLOPE,DIRECTLY TO ROOF SHEATHING.INSTALL'ICE fl WATER SHIELD'FROM THE EDGE OF THE THE 2008 TILE COUNCIL OF ANfRICA'HANDBOOK FOR CERAMIC TILE INSTALLATION'AND MANUFACTURERS 0 ENGINEER. ROOF TO MINIMUM 24'INSIDE THE EXTERIOR WALL APE.INSTALL PER MANUF.INSTRUCTIONS. INSTALLATION!NSTRUICTIONS.ALL WALL fl CEILING TILE TO BE INSTALLED ON)'REIN.CEMENTTIOUS BOARD. P RPOSE OF THE SEAL'S TO PROVIDE A RESILIENT CLOSURE BETWEEN ONE SIDE OF AN ASSEMBLY AND THE d ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODE MODIFICATIONS AS T OTHER.WHICH REDUCES THE POTENTIAL FOR FLANKING NOISE TRANSMISSION.THE PREFERRED PROCEDURE IS SPECIFIED HEREIN: RARDN770DFZOOR:PRE-FINISHED AND INSTATED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE TflG w� u j 16. CONTRACTOR SHALL PROVIDE,PAY FOR AND MAINTAIN,BUT NOT BE LIMITED TO,THE FOLLOWING SERVICES 8. WALL SIDING SHALL BE HORIZONTAL'HARDIE PLANK'LAP SIDING WITH 5►'a'EXPOSURE.COLOR AND TYPE SHALL I'x2'OR AS SELECTED BY OWNER TO INSTALL THE GYPSUM WALL BOARD WITH A MINIMUMy'GAP BETWEEN THE ADJACENT CEILING GYPSUM PANEL J ui A.AMERICAN INSTITUTE OF TIMBER CONSTRUCTION:STANDARDS MANUAL. cUn Q � DURING CONSTRUCTION:POWER METERING,TELEPHONE.FAX.CONSTRUCTION EQUIPMENT.DEWATERING AND B. NATIONAL FOREST PRODUCTS ASSOCIATION:NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION BE SELECTED BY ARCHITECT. INSTALL OVER:5#BUILDING PAPER OR TYVEK HOUSEWRAP.iNSTAL.L PER VEMSIAIT"PLOOR COMPLIES WITH FEDERAL STANDARD:FS L-F-475,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 70,THE c. SOUTHERN PINE INSPECTION BUREAU:STANDARD GRADING RUES FOR SOUTHERN PINE LUMBER MANUFACTURERS INSTRUCTIONS. SHEET WIDTH 6'-T.INSTALLED PER MANUFACTURERS INSTRUCTIONS.MATERIAL TO BE T&G I'x2'OR AS SELECTED GYPSUM WALL BOARD AND THE SURROUNDING FLOOR WAN-AND CEILING COMPONENTS.CAULKING SHOULD NOT 0 V) 0 FOLLOWING SECURITY AND PROTECTION:FIRE EXTINGUISHERS,BUILDING ENCLOSURE AND LOCKUP, D. TRUSS PLATE INSTITUTE:DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES BY OWNER. BE PLACED BENEATH THE SILL PLATE OR RUNNER TRACK OF A WALL ASSEMBLY. ENVIRONMENTAL PROTECTION,PEST CONTROL-.SNOW AND ICE REMOVAL.CONTRACTOR SHALL PROVIDE (TPI-74). 9. INSTALL WATERPROOFING fl PROTECTION BOARD TO ALL BELOW-GRADE,EXTERIOR SURFACES OF CONCRETE RBSQJXTFLOOR:INSTATED 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 AND FOUNDATION WADS THAT SURROUND BASEMENT FLOOR AND ARE ABOVE THE BASEMENT SLAB.ASTM D-5385. ClRPETFLOOJG INSTALLED PER MANUFACTURERS INSTRUCTIONS.AS SELECTED BY OWNER. 9.INSULATION INDICATED TO BE PROVIDED IN A WALL ASSEMBLY SHALL BE THE SANE DEPTH AS THE WALL STUD ROOFS INSTALL ONLY AFTER AL SUBSTRATE AND PENETRATION WORK IS COMPLETE,FOR CONTINUOUS SEAL. PALM:INSTALLED PER MANUFACTURERS INSTRUCTIONS.AL EXTERIOR AND INTERIOR SURFACES SHALL RECEIVE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS. INSTALL PER MANUFACTURERS INSTRUCTIONS. (1)PRIMER COAT AND(Z)FINISH COATS,EXCEPT COLOR COORDINATED FACTORY FINISH SURFACES.TOP fl BOTTOM FRAMING.UNLESS OTHERWISE REQUIRED CODE,REGULAR IN FACED GLASS FIBER OR MINERAL WOOL " lz 17. CONTRACTOR SHALL PROVIDE THE FOLLOWING,PRIOR TO SUBSTANTIAL COMPLETION.PUNCH LIST, INSULATION IS ACCEPTABLE.DO NOT OVERSTUFF THE INSULATION,AS THIS WILL REDUCE THE ACOUSTICAL OF ALL DOORS TO BE PAINTED.ALL PAINT SURFACES SHALL BE CLEAN PRIOR TO PAINTING.APPLICATION MAY BE O SUPPORTING DOCUMENTATION,WARRANTIES,CERTIFICATIONS.OCCUPANCY PERMIT,START-UP AND TESTING OF 2. ALL STRUCTURAL LUMBER MALL BE STAMPED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF TIMBER 10. SINGLE PLY EPDM MEMBRANE ROOFING,60 MILS THICK•FULLY ADHERED,SURE-SEAL DESIGN A,BY CARLiSLE OR BY BRUSH,ROLLER OR BY SPRAY IF PAINT IS FORMUALTED FOR SPRAY APPLICATION.INTERIOR PAINT SHALL BE PERFORMANCE OF THE ASSEMBLY. BUILDING SYSTEMS,CHANGE OVER OF LOCKS AND RELEASE OF LIENS.CONTRACTOR SHALL PROVIDE THE CONSTRUCTIONS CONSTRUCTION MANUAL.' APPROVED EQUAL.INSTAL PER MANUFACTURERS INSTRUCT DNS. M.A.B.OR APPROVED EQUAL.READY-MIXED PAINT SHALL NOT BE THINNED,EXCEPT AS PERMITTED IN THE k EP FOLLOWING.PRIOR TO FINAL ACCEPTANCE FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS AND APPLICATION INSTRUCTIONS.COLORS TO BE SELECTED BY THE OWNER.CONSULT WITH PANT MANUFACTURER FOR 10.RESILIENT METAL COMPONENTS:RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE RCSD.RESILIENT C COMPLETED PINCH LIST. 3. ENGINEERED LUMBER INDICATED HAS BEEN SELECTED(BASED ON MICROS TI LVL PR PADED AL W PRODUCTS CHANNELS POSSESS A SPRING ACTION TO DECOIPLE AND ISOLATE THE COMPONENTS THEY CONNECT,WHILE t BY WEYERHAISER.PRODUCTS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED ALLOWABLE II. FLEXIBLE,10096 WATER-BLOWN,OPEN fl CLOSED CELL POLYISOCYANATE SPRAY FOAM INSULATION.FIBERGLASS PROPER PANT AND PRIMER TO BE USED ON CELLULAR PVC.ALL NAIL HOLES fl ROUGH FINISHED WOOD TO BE FILLED "cSTRESSES AD SECTION PROPERTIES MEET OR EXCEED THOSE PRODUCTS INDICATED. BATT INSULATION,DEPTH DETERMINED BY STUD OR JOIST.INSTAL JUST BEFORE GYPSUM BOARD AND AFTER AND SANDED BEFORE APPLYING PRIMER OR POLYURETHANE.LIGHTLY SAND BETWEEN COATS. PROVIDING THE STRENGTH TO FIRMLY SUPPORT THESE COMPONENTS.A CONCERN IN THE INSTALLATION OF 25 a) SITE WORK ROUGH ELECTRICAL AND PLUMBING.INTERIOR WALLS REQUIRING SPRAY FOAM WILL NEED ONE SIDE TO HAVE SPBCUL7Mk KITCHEN ACCESSORIES.BATH ACCESSORIES,FIREPLACE HARDWARE fl MISC.ITEMS PER OWNERS GYPSUM WALL BOARD ON RESILIENT CHANNELS IS THE LENGTH OF THE FASTENER AND THE PLACEMENT OF THE ? I. PERFORM Al WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION,GEOLOGICAL 4. DESIGN,FABRICATION AND INSTALLATION OF TRUSSES AND SHEET METAL CONNECTORS SHALL BE IN GYPSUM BOARD INSTATED PRIOR TO SPRAYING.INSTAL THE FOLLOWING PER MANUFACTURERS INSTRUCTIONS: SCHEDULE AND SPECIFICATIONS.ALL ITEMS TO BE INSTALLED PER MANUFACTURERS INSTRUCTIONS. FASTENER.THE FASTENER SHOULD NOT EXTEND INTO THE STUD OR JOIST,THUS SHORTING OUT THE REPORTS AND APPROVED SITE GRADING PLANS AS ACCEPTED BY OWNER AND BUILDING DEPARTMENT.IN THE ACCORDANCE WITH THE FOLLOWING STANDARDS AND SPECIFICATIONS: EX EUOR WALLS:R-21 OPEN CELL SPRAY FOAM. RESILIENCY OF THE SYSTEM AN EFFECTIVE INSTALLATION TECHNIQUE IS TO PLACE SCREWS ONLY BETWEEN ABSENCE OF THE NECESSARY SUBSURFACE SURVEY,THE CONTRACTOR SHALL HIRE A LICENSED SOILS A.SUPPLEMENT TO ENGINEERING BULLETIN*SE-266,DATED 4-19-60 OF A.S.DIVISION FHA 1-4-0I. ROOT,MaWSMCEILQVGS,ClNTELEVF.IK OVERIIANGGS R-38 OPEN CELL'X'SPRAY FOAM w/IGNITION THERMAL SEALING GUIDELINES . i - B. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS REPORT#17414.5,DATED 9�86. BARRIER. STUDS OR JOISTS.THE CHANNEL MUST ALSO BE FREE TO FLOAT UPON INSTALLATION AND THUS A MINIMUMY4 a C. DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES,T.O.I.70. BAND.ILDISTS R-2i OPEN CELL SPRAY FOAM. lV/ ENGINEER TO INVESTIGATE THE SITE AND SUBMIT A REPORT OF THIS WORK TO THE ARCHITECT.IF A I. THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT AIR INFILTRATION.THE SEALING CLEARANCE BETWEEN IT AND THE ADJACENT ASSEMBLY IS REQUIRED.THE RESILIENT CHANNEL SHALL BE r I, O DISCREPANCY FROM THE PRESUMED SOIL BEARING CAPACITY FROSTS,CONTRACTOR SHALL NOT PLACE RIMJ0137S R.iB CLOSED CELL SPRAY FOAM. METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. INSTALLED PER MANUFACTURERS INSTALLATION INSTRUCTIONS. � 0 N FOUNDATIONS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT/ENGINEER. 5. FOR TRUSS CHORD AND WEB MEMBERS,PROVIDE DIMENSION LUMBER OF ANY SPECIES,GRADED VISUALLY OR G4JtAGECFl(l1V.R-30 OPEN CELL SPRAY FOAM. MECHANICALLY,AND CAPABLE OF SUPPORTING REQUIRED LOADS WITHOUT EXCEEDING ALLOWABLE DESIGN PAR7YSEPARANONWALL.3Yz'FIBERGLASS BATT ATTENUATION. 2. OPENINGS TH PENETRATIONS IN THE BUILDING ENVELOPE SHALL RU SEALED WITH CLEANING MATERIALS OR II.PIPES AND ELECTRICAL CONDUITS SHALL BE CONCENTRICALLY PLACED WITHIN THE WAN-AND FLOOR/CEILING � m 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'AD ITS FRITM DP.ROCK WOOL OR THE3RMA FIBER TO ACHIEVE RATING. CLOSED WITH GASKITING SYSTEMS COMPATIBLE WITH THE CONSTRUCTION MATERIALS AND LOCATIONS. ASSEMBLIES•UNNLESS OTHERWISE REQUIRED PER FIRE AND OTHER CODES. BEAR ON UNDISTURBED SOIL OR ENGINEERED FILL.BOTTOMS OF FOOTINGS SHALL BE 3'-6'BELOW FINISH SUPPLEMENT". JOINTS AND SEAM SHALL BE SEALED IN THE SAME MANNER OR TAPED OR COVERED WITH A MOISTURE o GAIAGESEPAJtA770NWAlL•R-21 FIBERGLASS BUTT. � � ^` 1 GRADE 011N.) 6. FOR DESIGN LOADS REFER TO STRUCTURAL DRAWINGS. VNFVVZRWFflV5REDB.tUDWEWSP.PAR47YONWALL•R-15 FIBERGLASS BATT. VAPOR4f!t FABLE WRAPPING MATERIAL.SEALING MATERIALS SPANNING JOINTS BETWEEN CONSTRUCTION 12.REFER TO OTHER DRAWINGS,DETAILS AND SPECIFICATIONS FOR ADD17ONAL INFORMATION PERTAINING TO WALL T VJ r- UNFIN3fiEDAASEWFJVTCEILINI.:R-30 FIBERGLASS BATT. MATERIALS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF THE CONSTRUCTION MATERIALS. AND FLOOR/CEILING ASSEMBLIES. � N > 1 3. NO EXCAVATIONS SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN HALF THE 7. RAINLESS OTHERWISE NOTED,FLOOR SYSTEM SHALL CONSIST OF PRE-"INEERED FLOOR TRUSSES DESIGNED BY JEV@JEDBASEAJBNT�W R-30 OPEN CELL SPRAY FOAM. � ` , c/ Lo HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. A REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE TRUSS FABRICATOR TO CARRY THE LOADS PINZERMFERRAMEiRBASFAIEWWAIL'R-14 CLOSED CELL SPRAY FOAM. 3. OUTDOOR AIR INTAKE AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED 13.THE FOLLOWING ITEMS SHALL BE CAULKED.GASKETED.OR OTHERWISE ACOUSTICALLY TREATED,WHERE N INDICATED ON DRAWINGS WITHIN PARAMETERS LISTED. MUZI=L•FOAM SILL SERER BETWEEN ALL EXTERIOR WALL MUDSILLS AND CONCRETE FOUNDATION WALL. WITH NOT LESS THAN A CLASS I MOTORIZED,LEAKAGE RATED DAMPERWITH A MAXIMUM LEAKAGE RATE OF 4 OCCURRING AT DWELLING UNIT SEPARATION WALLS.CORRIDOR WALLS,AND FLOOR/CEILING ASSEMBLIES. x -+_ ' 4. ALL BACKFILL AT STRUICTIR GRANULAR R VDO ES,SLABS,STEPS AND PAVEMENTS SHALL BE CLEAR GRANAR FILL ACE IN DOORSAND WQW: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 I = L- 8. SHOP DRAWINGS.SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF PROPOSED FRAMING.NOT DO NOT FILL ENTIRE VOID,TO PREVENT FRAME DISTORTION.APPLY MINIMUM AMOUNT OF ' 8'LAYERS AD COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D4557. CONSTRUCTION,SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.SHOP FOAM REQUIRED TO AIR SEA-GAP. TO BE USED UN BUILDINGS LESS THAN THREE STORIES IN HEIGHT ABOVE GRADE. STAGGER fl OVERLAP JOINTS IN MULTI-LAYER GWB WALLS fl CEILINGS !ZO ``I ^ BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. DRAWINGS SHALL INCLUDE THE FOLLOWING ITEMS: Y�SEALANT JOINT AT GWB TO SIBFLOOR fl CEILING AT DWELLING UNIT SEPARATION WALLS 11- A.DRAFTED PLAN LAYOUTS IDENTIFYING ALL TRUSSES. 4. VESTIBULE DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL BE EQUIPPED WITH N1 ' ` 12. JOINT SEALERS TO COMPLY WITH MANUFACTURERS NSTRUCTIONS APPLICABLE TO PRODUCTS AND Y'SEALANT JOINT AT GWB TO SlBFL00R fl CEILING,GWB TO DOOR FRAMES AT CORRIDOR WALLS ti z v 5. BACKFILL AT LAWNS AND UNPAVED AREAS SHALL BE FREE OF CLAY,ROCK OR GRAVEL LARGER THAN 2'IN B. CALCULATIONS FOR LOAD DETERMINATION ON TRUSSES,GIVING UNIFORM LOADS(PARTIAL OR OTHERWISE) SELF-CLOSING DEVICES. APPLICATIONS INDICATED AND TO THE FOLLOWING SPECIFICATIONS:ELASTOMERIC SEALANT:ASTM C-026, FLEXIBLE GASKET(SMOKE SEAL)AT DOORS IN CORRIDOR WALLS fl SEAL AT BOTTOM OF DOOR ANY DIRECTION,DEBRIS,ORGANIC MATERIAL,WASTE AND FROZEN MATERIALS.PLAICE IN 12'LAYERS AND AND/OR POINT LOADS. SOLVENT441EASE-CURING SEALANT:ASTM C-B04,LATEX SEALANT:ASTM C-790,ACOUSTICAL SEALANT: ELECTRICAL PANEL SHALL NOT BE LOCATED ON UNIT SEPARATION OR CORRIDOR WALLS s COMPACT TO 90%MAXIMUM DENSITY,N ACCORDANCE WITH ASTM D4557. C. TRUSS CONFIGURATION DRAWING GIVING STRESSES ON Al 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 RATES. 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 STIR WALLS 6. ALL SLABS ON GRADE SHALL BEAR ON MECHANICALLY COMPACTED CRUSHED STONE CAPABLE OF SUPPORTING 9 HANGERS,FRAMING ANCHORS AND FASTENERS PROVIDE AND INSTALL STAMPED AND FABRICATED STEEL OF AND LABELED AS MEETING ASTM E 283 FOR AR TIGHTNESS.RECESSED LJMiNAIRES SHALL BE SEALED WITH SEAL ELECTRICAL CABLE/PHONE BOXES TO GWB WITH PUTTY PADS OR APPROVED EQUAL . DOORS AND WINDOWS s � 3000 PSF. THE TYPE INDICATED AS REQUIRED.NAILS TO BE THOSE FURNISHED BY MANUFACTURER FOR THE SPECIFIC A GASKET OR CALK BETWEEN THE HOUSING AND INTERIOR WALL OR CEILING COVERING. SEAL WIRING INTO ELECTRICAL BOXES fl RECESSED LIGHT HOUSING TO GWB USE.NAILS SHALL BE FULLY DRIVEN IN ALL HOLES IN THE ANCHOR.MANUFACTURER TO BE 51MPSON'OR I. REFERENCE STANDARDS FOR DOORS AND WINDOWS SHALL BE AS FOLLOWS: PROVIDE FIRE RESISTANCE RATED COVER AROUND RECESSED LIGHTING HOUSING BUILDING MATERIALS DIRRECTORY INC.:NDERWRITERS LABORATORIES, . It 7. RBACKFlLL SHALL BE BROUGHT LIP EQUALLY ON EACH SIDE OF WAILS.DO NOT BACKFILL UNTIL WALLS HAVE APPROVED EQUAL CONFORMING TO THE REQUIREMENTS INDICATED SEAT BE PROVIDED.ALL FUANGERS AND A. 6. THE FOLLOWING SHAM_BE CAULKED,GASKETED,WEATHERSTRPPPND OR OTHERWISE SEALED WITH AN AIR SEAL PLUMBING PIPES AND VENTS THROUGH TOP AND BOTTOM PLATES OF STC)WAITS CUR®AND ARE PROPERLY BRACED. ANCHORS SHALL BE GALVANIZED. B. NATIONAL FIRE PROTECTION ASSOCIATION:PAMPHLET#80 STANDARD FOR FIRE DOORS AND WINDOWS.. BARRIER MATERIAL,SUITABLE FILM OR SOLID MATERIAL.ROCK WOOL AND FIBERGLASS GATT INSULATION ARE D c NATIONAL WOODWORK MANUFACTURERS ASSOCIATION:I.S.1078:WOOD FLUSH DOORS. SEAL PLUMBING PIPE PENETRATIONS THROUGH GWB z C +0. ALL HEADERS AT BEARING CONDITIONS SEAT LEAKAGE:SIZED AS SHOWN ON DRAWINGS. D. AIR LKAGE:ASTM E283. NOT ACCEPTABLE AS AN AIR BARRIER MATERIAL PROVIDE GYPSUM BASED UNDERLAYMENT BENEATH TIES AND SHOWERS I Z S. 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 fl SHOWER ENCLOSURE TO SUBFLOOR AND WALL z I. 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 SEAL THE FOLLOWING LOCATIONS BEFORE INSULATION: SEAL SHOWER HEAD TO TILE OR SHOWER SURROUND � rl- 9. EXCAVATIONS AT STEEP SLOPE BAN(AREA TO BE NO GREATER THAN T-O'BEYOND NEW FOOTING LINE. OTHERWISE NOTED: AMERICAN NATIONAL STANDARDS INSTITUTE ASTM L285-73 WITH A PRESSURE DIFFERENTIAL OF 1.57 LBS.PER MIASILL TO FOUNDATION N3 RIM JOIST TO MIDSILL fl TOP PLATE TO RIM JOIST PROVIDE SEALANT AT FIRE SPRINKLER HEAD ESCUTCHEONS TO GWB SO.FT.fl 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 GENERA-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 TSG AND SQUARE EDGE JOINTS SEAL RECESSED HEATERS 07ACS)TO GWB CONSTRUCTION.WHEN NEW CONSTRUCTION IS COMPLETE,THE GENERAL CONTRACTOR SHALL RREGRADE UNTO 4'-0' (2)2x6 4. EGRESS WINDOWS ON SECOND FLOOR MAY NEED LIMITING DEVICES THAT HAVE RELEASE MECHANISMS PARTITION WALL STUDS AT EXTERIOR WALL INTERSECTIONS INSULATE DUCTWORK LOCATED WITHIN FLOOR/CEILING ASSEMBLIES DISTURBED BANK AREAS BACK TO NATURAL STATE AND REPLANT SUITABLE VEGETATION TO PREVENT 4'-0'TO 6'-0 (Z)2x8 TO ALLOW FOR EMERGENCY ESCAPE.SEE DRAWINGS FOR LOCATIONS. TOP PLATES OF EXTERIOR STUD WALLS BETWEEN CONDITIONED SPACES EROSION. 6'-0'TO 9'-O' (2)2XIO 5. BUILDING ENVELOPE FENESTRATION MAXIMUM UI•FACTOR fl SHGC REQUIREMENTS: DROPPED CEILINGS,SOFFITS AND CHASES SEAL HVAC AND VENTILATION GRILLES,INLETS AND DIFFUSERS TO GWB 14 FIXED FENESTRATION U-FACTOR:0.38,OPERABLE FENESTRATION U-FACTOR:0.45,ENTRANCE DOORS SEAL KITCHEN AND BATH EXHAUST FAN HOUSING TO GWB It I2. PROVIDE MEMBER UNDER ALL INTERIOR PARTITIONS RUNNING PARALLEL TO FRAMING.PROVIDE SOLID(BLOCKING ATTIC KNEEWALLS AND JOIST CAVITIES UNDER ATTIC KNEEWALLS SEAL CLOTHES WASHER VALVE/DRAIN BOX fl DRYER EXHAUST BOX SEALED TO GWB II-FACTOR.0.77.SHGC PF<0.2=0.40.SHGC 0.2<PF<0.5=0.48.SHGC PF>0.5=0.64 a Ii. FURNISH AND INSTALL EROSION CONTROL AS SHOWN ON THE SITE PLAN.PROTECT LANDSCAPE ITEMS,THAT UNDER ALL POINT LOADS AND COLUMNS. TUB/SHOWER ENCLOSURE TO SUBFLOOR BATH AND SHOWIER DRAMS TO SUBFLOOR SKYLIGHTS:UfACTOR 0.50&SHGC 0.40 SEAL BUILT-IN CABINETS TO GWB ARE NOT SCHEDULED FOR CLEARING,FROM BEING DAMAGED.CLEAR ALL VEGETATION FROM THE AREA ON 6. CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER MARVIN SPECIFICATIONS,WOODdLTREX MASONRY FIREPLACE TO SUBFLOOR FASTEN CEILING MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT CEILING 3. FURNISH AND INSTALL THE FOLLOWING: THE SITE PLAN MERE THE BUILDING IS TO BE PLACED AND ALL AREAS SHOWN TO BE REGRADED.SCRAPE INSTALLATION FOR NEW WOOD FRAME CONSTRUCTION DATED 5-2247 INTEGRITY OUTSWING FRENCH DOOR ELECTRICAL SERVICE PANEL ON EXTERIOR WALL OR TENANT SEPARATION WALLS FASTEN WALL BASE MOLDING TO WALL ONLY;PROVIDE SEALANT JOINT AT FLOOR z AND STOCKPILE ALL TOPSOIL THAT HAS BEEN REMOVED FROM AREAS OF CONSTRUCTION AND STORE ON SITE yG.FRAAsmWMARM ALL TOP AND BOTTOM PLATES.WALL STUDS SHALL BE DOUIG FIR LARCH STUD GRADE WOOD-ULTREX SERIES INSTALLATION INSTRUICTIONS DATED 7-25-17 WINDOW ROUGH OPENING PREP fl FLASHING HVAC DUCT JOINTS AND SEAMS SEALED WITH MASTIC fl REGISTER BOOTS SEALED TO SUBFLOOR PROVIDE VIBRATION ISOLATION OF THE OVERHEAD GARAGE DOOR TRACKS,OPENER W/RESILIENT HARDWARE %, • IN APPROVED LOCATION. OR BETTER.ALL HEADERS AND BEAMS SHALL BE HEM FIR NO.2 OR BETTER.FINISHED 4 SIDES,19%MAXIMUM METHOD A-1 MEMBRANE DRAINAGE SYSTEM DATED 12-22-14. EXHAUST VENTILATION DUCT JOINT'S AND SEAMS SEALED WITH MASTIC ? MOISTURE CONTENT.2'NOMINAL IN THICKNESS AND W NOMINAL(OR GREATER)IN WIDTH.COMPLY WITH INDUSTRY 7. FURNISH AND INSTAL THE FOLLOWING: WIRING fl PLUMBING PIPE PENETRATIONS THROUGH TOP AD BOTTOM PLATES OF STUD WALLS SOUND CONTROL MATERIAL USE A COMBINATION OF THE FOLLOWING: 12. FURNISH AND'NSTALT,iN ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES AND ANY AREAS INDICATED ON STANDARDS,ATC 105. WIRING INTO ELECTRICAL BOXES c NON-HARDENING CAULK-SEAS GAPS LESS THAN)'WIDE THE SITE RAN,4'CLEAN LOAM AND GRASS SEED.COORDINATE WITH ALL OTHER SITE WORK. 7REATEDLUAJaEIZ SOUTHERN YELLOW PINE,#1 GRADE WITH PRESSURE PRESERVATIVE.TO BE USED FOR A L PRE4&WGflV ERIORDOOR:SHALL BE MANUFACTURED IN ACCORDANCE WITH BASIC HARDBOARD PRODUCT SPRAY FOAM-FILLS LARGE GAPS AND SMALL HOLES EXPOSED FRAMING AND ITEMS IN CONTACT WITH MASONRY,CONCRETE OR GROUND.TO BE USED FOR EXT.WD. STANDARD ANSI/AHA 155.4-1982 AND NWWDAI.1-86,SEC 3.73(8).MANUFACTURER MASONITE CORP.OR ARCHITECT AIR SEAL THE FOLLOWING LOCATIONS AFTER GYPSUM WALL BOARD(GWB)INSTALLATION: < DECK SLEEPERS,SLAB FLOOR SLEEPERS AND EXT.WALL MUDSILLS. AIPPROVED EQUAL.SIZES AS INDICATED ON THE DRAWINGS COLOR AND STYLE SELECTED BY ARCHITECT AND/OR BACKER ROD-CLOSED CELL FOAM OR ROPE CALK PRESSED INTO GAPS ic 13. FURNISH AND INSTALL PERFORATED PVC PIPE AND FITTINGS AROUND PERIMETER OF FOUNDATION FOOTING. Y4 SEALANT AT GWB TO SUBFLOOR AT EXT.WALLS AND TENANT SEPARATION WALLS BLOCSQNGANDMIZZAS DOUIG FIR LARCH STUD GRADE OR BETTER.PROVIDE BLOCKING FOR ALL FUTURE OWNER. MERATED.FURNISH AND INSTALL AT GARAGE-TO-HOUSE DOORS TO ACHIEVE 20 MIN.FIRE RATING; GASKETS-NEOPRENE,RUBBER.FOAM SURROUND PIPE WITH CRISPED STONE AND FILTER FABRIC AND ALLOW FOR PROPER INSTALLATION WITH DOOR FRAMES 8 WINDOW FRAMES TO GWB AT EXT.WALLS AND CORRIDOR WALLS MOUNTED ITEMS,SUCH AS.CASEWORK.SHELVING,HANDRAILS,RAILINGS.BATHROOM ACCESSORIES.PROVIDE INCLUDE GASKETS,THRESHOLDS.ETC.FOR UL TESTED ASSEMBLY.DOORS SHALL SELF-CLOSE. ACOUSTICAL SOUND MAT MEMBRANE ADJACENT DRAINAGE MAT/WATERPROOFING ON FOUNDATION WALL FURNISH AND INSTALL DRAIN PIPE, FIRE-BLOCKING AS NECESSARY,PER CODE. TUB/SHOWER ENCLOSURE TO GWB GYPSUM BASED UNDERLAYMENT AT WOOD SIBFLOORS CLEANOUTS,ETC.,AS NECESSARY fl DRAIN SYSTEM BY GRAVITY AS SHOWN ON CIVIL DRAWINGS. PLYROODSUBFLOOR:APA RATED 3'r'ADVANTEK,TONGUE AND GROOVE.GLUE fl NAIL ADHESIVES CONFORMING AIf7ERlORD00R:MANUFACTURER MARVIN INTEGRITY WOOD�LTREX.SHALL HAVE INTERIOR FACTORY PRIMED ATTIC AND CRAWLSPACE ACCESS COVERS TO GWB OR SUBFLOOR WOOD WITH FIELD-APPLIED PAINT FINISH.EXTERIOR WITH FACTORY-BAKED EXTERIOR PAINT FINISH.PROVIDE fl SOUND CONTROL MAT BENEATH HARD FLOOR SURFACES WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. ATTIC ACCESS PULL-DOWN STAIRS SEALED WITH WEATHERSTRIPPING ON COVER INSTALL CORROSION RESISTANT HARDWARE SUITABLE FOR COASTAL ENVIRONMENT,SALT WATER SPRAY.VERIFY RESILIENT CHANNELS-DIETRICH RC DELUXE RCSD ROOFSlIEA77J7NG:APA RATED VEXTERIOR GRADE.PROVIDE PANEL CLIPS AT MID SPAN FOR SPANS GREATERRECESSED LIGHT HOUSING TO GWB ARCHITECT FOR SELECTION 5 FINISH OF HARDWARE fl DOOR ALUMINUM PAINT COLOR PRIOR TO SOUND ISOLATION CLIPS USED WITH METAL FURRING CHANNELS .45WI H OWNER/ THAN 24'o.c. RECESSED WALL HEATERS(PTACS)SEALED TO GWB WAUSAE477W4G.APA RATED)'CDX PLYWOOD OR V ORIENTED STRAND BOARD(OSB). ORDERING.VERIFY ACTIVE PANELS ON DOUBLE SWING DOORS,PRIOR TO ORDERING.PROVIDE SHOP DRAWINGS TO GYPSUM WALL BOARD(GWB) ARCHITECT.FOR REVIEW. HVAC GRILLE AND DIFFUSER AD VENTILATION GRILLES AND INLETS TO GWB VIBRATION ISOLATION DEVICES il 0 a FL1 313.17 12.42 1 1 311.83 FL1307.67 6.92 G 5' G 306.33 55 G 53 C 1 - FLI 297.17 FLI 301.E .92 92.67 FLI 294.67 2 G 300.33 58 S7 56 C 1 C2 A 25 SIGNAGE: FLI W/o G 293.3323 XI-SALES OFFICE t /0 1.92 60 O C2 A X2-SALES PARKING-* 0.92 59 C 1 17 19 X3-SALES PARKING-4 �`, O D R 13 C2 /� 15 CLUST R X4-SALES PARKING4- X5-SALES PARKING+- GB R 11 CLUST R z z W �,o E o X6-DO NOT ENTER X7-DO NOT ENTER B R 7 --_ ,'�„O ac�i N u Q DL 5 CLUS R e LANE i -`- - _ =i �H� Qo Co, 3 A CLU ERZ ONEYSUCKL n r4 YLO i oWu c� 43)�C�++ O 00 CLUS ERA H I 19 F�1 i13.17 0 �- 5 o c _J a CLUS ER 66 l� �0 17 Z R 32 3��2.42 U = m 1( U Z U � FL l 305.67 II I"'ri' I oe CLUS ER C - , gate to be k tent 0 15 B L O 304.92 locked at all hoinl� �=- r � times 22 I.A r" - 15 Z L 31 F,1 A 2.17 ante FLI 4.67 rn 70 3 .42 c a�n�n n 9I 8' 79 G 293.33 O B R c ti D �3 13 Y R O G. �► ate 0 27 r c B L F 5.7 1 M 80 .9 13 0305.92 1 FLI 2 C2 1 m Z W/o O Ic 'l ZL F 1311.17 t BR I G 292.92 46 20 i D M q Z R 28 31442 O A O A 48 FLI 306.67 c 25 81 294.33 305.2 C l O N 11 /� G 305.92 r C2 > YLO FL �I FL 294.7 DR '� > 18 m , Z I c 7 Fl l 0.17 m W/o 18 00 H 0 g2 FL1295.67 1306.E A N r G305.92 i � 7D 2 .42 G?93.9 84 c 23 A 294.33 305.92 45 > C 1 4, I '° 5 L I� 6 Ni Z 9 , � 0 Z 70 m 'I i H m Z 305.2 C2 309.17 16 l 2 I 3 5 C l G 294.92 �, 0 44 F 1308 42 FL 1W2/o5 7 DR 16 0 7- 2I 83 7 43 304.42 �, 1 Y R 2a -_--_.. __ __ z G 294.9 86 �^ o. C2 A - - co 14 note: - FLI 296.67 4C 4� FLI 305.17 maintain entire length of _ _ _._ _ w L^ 19 295.92 ° O C 1 n 5 AO G 3oa.42 international drive free FL 1V2966.17 B L 1 a o A B L 85 304 92 N N from dirt&debris at all �04 87 ,o � m times / \� owe G 295.42 °o A 1? 70 303.83 Go r °c e+`� Z /1 + Q 0 1304.33 O O C l O note: \�pc Ge r NO TRESPASSING c 3 3 O signs on all gates �� CL O 297.4. C 2 10 KGB r�� oc�` ��oc NOTE: FLI 297.7 91 DR 70 17 sal s FF 306.50 do S spa ���' FOR DIAGRAMMATIC PURPOSES Uj W/o 12 C2 4.3 38 Gf� �o ocS� ONLY. REFER TO CIVIL - G 296.9 FL 298.17 O par g G DRAWINGS FOR ALL RELATED V) G 15 9 G 297.42 s� SITE WORK. � G 0 +directional N const.sign LEGEND c/ j0 �o o A- "A"UNIT Z) � � FLI 2/o BL 10 G �, 297.4� 37 BL 8 p ' ©1 BR-"B RIGHT"UNIT H- O } G 7042 O C 1 90 FL 3.7 O 8L-"B LEFT"UNIT U _+_ "O G 2.9< `% / CI-"C"UNIT,MASTER UP V„1 +- >. G 13 0 �' C2-"C"UNIT.MASTER DOWN F_ O 5 DR-"D RIGHT"UNIT O = Z L ^96 42 4° .�, DL-"D LEFT"UNIT L 94 -3 o� F FF 302.50 G 302.42 YR-"Y RIGHT"UNIT 0- 0. 93 DR 8 0. C 1 �,r YL-"Y LEFT"UNIT o- I� w FLI 298.7 11 �.< n 36 lF�p 1 ZR-"Z RIGHT"UNIT U Q J ,,. co F 1 303.17 N Q W/o FL 1 297.17 co 4 O G 297.4 95 296.42 301. A + p sign t C l G 302.42 W/O-WALKOUT NIT N Q 6 A 35 27 G 2.42 OOecl. 295.83 FL l W2.1 2 + p sign flag man+ lel 9 7 C 1 r f �� G 300.83 C2 '9 L 25 A G 296.42 4 �� C 1 �6 34 �ti0 CMG C I O FG 301.92 O 7 G 300. 18 F sl �- 6 �. 0 FL1297.17 98 ; 293.42 sl 23 W/o y 100 +stop C 1 G 295.83 C2 2 0 O4 16 F 5 C 2 FLI 2I 3.42 © A 2I B L 7 17 99 ! L y 101 G 302.4 O O�(if O G 300.92 G 295.83 ON3 A 292.83 C 2 l a co, 1 F L 1 303.17 / O(Gsr C' G 302.42 O 2 C l G 300.92 Q 0-4� C 1 16'x5O' G 302. r an frocking 1 O\C�� C 1 �'F'0 17 A 300.33 G 289.42 d Lc O 0 O�G ~ W 103 G 301.9 A `r� C 1 13 ^' 3 F W/o 1 gate G 281.83 post$jai/fence 8 `� N C 1 o FL1 302. C2 15 � Q G 89.a< 8 °r 78 L 1 291.17 G 301.33 � O A G 289.83 O z G_88.8 104 C 1 gate for constru Lion I a G 298.4 h O FLI 288.67 l05 6 entrance&exit t be 15 77 G 89.83 O W/O titi unlocked&open ng 13 C 1 U ��' construction activit o FLI'?91.67 7 G 287 2 J`� Y 13 A 76 G 90.92 FLI 299.1 L G� at allot es this gate C 1 �5 298.42 4 mu a close locked A ^` CeGfI D L I I G 291 83 n u� s B L Ll 293.17 �O 297. 2 0� 7 O G29I. C1 16 Q- GO PP 9 G 2.42 FL1294.67 �� 5 G�JS Qy J P C2 blacktop C`� C 1 h9 3.92 �00 9 � L G 5 106 F,p 0lavender ne to 0 A 89. p R ii 7 A C l Gbe pave 2nd 17 297.83 x .- ---- -- --- --__---- �. 107 ' M R O 5 B R week of /20 7 C2 - -- --- - G 3 C 1 1?/o.17 C ItF Q USTF 3 7 FLI 299.1 --_-- - -------- G G 289.42 12 USTF A,,F G 1 L 8 ?9 7.83 5 A 1. G�J G 88.83 C l ��ST R EF - O G�� 298.4 10 x ®®®® ®® ®® ®®®® 75 A 19 O74 hN ��U 6 C I O G 290. C 2 6 ER FF 7 3 F 288.67 CLUST R DID 1- W/O FLl 291.67 '3 , O C 1 O c� L1 67 '` G 8.42 O 29 _ - - - --- -- G 287.92 W/O L B R 4 'I ® ® G 290.92 G 298.92 p L '' ' A 4 �o O DR O 7 El L1 299.17 BR 1 FL1293. W/O W/O 67 298.42 C2 2 G 292.92 65 FL 7 O UNIT "Y RIGHT W/o FLI G298.4 G 293.92 w/O G 294.9`_' u a 0 1-4" if d `------------------------------------- -�= =�'��--------------------- --------------;-�= IL s f- 2"COLUMN �� ��-' DEC<ABOVE ��,tom COVERS , $ 10'GONG. 8 50NOTUBE j FOOTING A3.0 O i 24"xb0" 1 — I BLUESTONE i W z z SLAB E I y 0 P 'a, oc >N u q �N� >O C P_ I G W U Q� 9,0 C N- ' � W _Ot co o O ~ 'L " a�i -------------------+-, u x r 3 1 m v �`' I U z o --- ------ -------- - ---- ------------ -TEMPEi�E6--- °C u ' ____--_Z�3660 DF ------- - --3Tb3Z'SMr___ 3T6�CST'fr---- - ----- --------------------- ----------------------- -- a ' --- EGRESS TEMPERED TEMPERED (5)2X6 (TYP) L I � D I I �N I I 1 •o w I I 10 IX 2x4 P.T.PC.NAILER5®Ib"oz. UJ ' RECE55ED NTO GONG.FIND. J WALL,SEE EXT.ELEVATIONS a I 3 FINISHED -- q z UTILITY 10 i O 1 2x4 STUD WALL, T `" 2x4 STUD►HALL, SEE DETAILS 5EE DETAILS I C CPT I I I I ---------- ----------------- ------- ----- -------------------------------------------- CN I I 1 O 1 0 I I ' � N 2x6 INT.WALL i W 10 I � � O Ej , I I I I ,2"xl2"x4" ' DEPRESSION IN 5LAB FINISHED BASEMENT EJECTOR PIT C CPT , PUMP FOR UNFINISHED:n �• z i i BATHROOM UTILITY 'tis•'�b. I I I I V) 2 Z Q 04 1 O WATER HVAC i i CL 7C) N I I I I I I I O � } O -10 ' O z � � 5,_ z„ 4,_ 4,_Qyz„ , , I ROD 8 SHELF I ' J N 2xb STUD WALK- m I I Z u- Q WALL L C L I O C4 I 2• I r ' 6f�, i U MC o. 1 <„ Q w Q ° Z 1� +�. 1 I�� i 0 N 0 _ to, I - ' •0 T CPT - 56"HIGH I I GUARD/ I 1 '' HANDRAIL W O b+10 2x6 INT.WALL i i i i O 32"x60"TUB i iI i i i i i i ' I Q. I w/SHOWER 1 Cr 11 i i 11 i i 14 0' UP _--I I 1 I I I 1 I c +-4-4--1-4-4-�-- -S -I- -- - - , U I I Im 2x6 INT.WALL r--------------------------- -----------------, o.rJ z 2x ON THE PLAT �SG 6e, J i STUD WALL OUTLINE OF i ; �' ' z V O ' STUD WALL I I 1 r----- ��// O N ABOVE(TYP.) CIO UNFINISHED W UNFINISHED UTILITY i i I i > t� I I I I I 0,-4 I ^ LL L 16'-0y1. Z8-"i's lool (V j I I I , I �, ♦� • 1 I I I I I I i L z e — D N UNEXCAVATED w ELEC. i O I I i I Z PANEL I 1 Ia! Y SLAB ON GRA:;= I f W I I N I,y I 1 I Iu- I I i z Z I 1 0 I I I I I I I 1 1 .0 i L----- 1 'p I I IQ ______-__-- ,. i Q 1 ' IO i I 1 I J -------- -1 I o 'X cr SLAB ON Id" i o ' ' a L 1 _J o , ' Ia. ' ' �a I - i CL L-------------------- GRADE- 1 , I a ------------------------------------------ i to m7 ' L --- ------------------- ------------------- JUNEXCAVA E[� �- '--- r - -------+-------- -- I ti ld 10"GONG. 1 '---- ---- -- 1 i $, 50NOTUBE A3.0 FOOT'NO I-O ----�-- J------�---0--------------- '-10Y2„ 19'-Ilya° b'-O' - 3'T'-O" = a FLOOR AREA D"UNIT BASEMENT 985 SOFT I BASEMENT FLOOR PLAN w/ WALKOUT FIRST FLOOR 1,848 SO FT SCALE:1/4"=1'-0" SECOND FLOOR 1,893 SO FT. TOTAL 4,726 SO FT ` GARAGE 390 SO FT x 0 2' 4' 8' VOLUME 43,397 CU.FT 36"H.PVG COMPOSITE GUARDRAIL DEGK,N6 37'-0" -- 1 WD.DECK OR zz� �a E� A3.o BLUESTONE W y N >O CROOF P ABOVE PAVER 12 GONERS"COLUMNI FLAT ROOF BELOW °C C uj °o 8" 15'10" _4 15'10" A3.0 LINE OF WALL BELOW N - - - - - - D a ------------- ----------------- --- --------------------- --------- GUARDRAIL4�: U = r- - - - 7"L V ,�Z `p wl GATE 36 f I I I I U $'-O" $°-O" $'-O" -b-!T O H.ABOVE �L_.J L_J L_J Q GRADE TEMPERED TEMPERED TEMPERED TEMPERED �� C. EPDM PAN p 3'-2Y2" 3'- 2"-- - s'-q" 5'-212 5 ?�'� 5_'q �r m I - -- i � o = _ 2959 (2)2959 CSMT (2)2959 CSMT {2)2959 CSM a 2 2 59 SMT - -- - _ N -I �__ O ---, _- p I 36'W.PREFAB (3)2X6� 3 W o �-- � m GAS FIREPLACE ---- Ul 0-161_51_ m - _ - i ►' I SEAT ------ - - ==d I cv M p I'-q" i 1° -_-_-� OPTIONAL 362'K O O o z a LIVING , _ �' `� G, o --J i PREFAB GAS O a 'r? I _1 - FIREPLACE a-a- I i �01 z i ' ROOM ry 1 -�' _.�MC I I I QI I ^Z I f x� � N \ KITCHEN i i ,�o o , co °w i zLo F u w �_� i MASTER `n a 1 a w LL En I °w ---��Lr)CL BEDROOM I MA I w 00 N _ N WALK-IN ==J�- = T aAlki cv i O ,[v Lu CL ' 12'DEEP 14'-3°° I.-O" 20'-10" i SOFFIT REF --- --------- Ln _ = i ROD 8 SHELF -T_ ,J A-p 2-$' '�'-10" �t 3'-0" I 6'-10" 3'- " i2"DEEP SOFFIT i w 1 I I 4-q" w z i Q CV LU , J O 1 u I s- I I d� C N 2 ; 1 PANTRY 2 2 N GL6.HT +>. ' i N ; 2 A3.0 A3.0 I o• o - O } A3.0 43.0 O Z �' I e+1 1 5- i� `''i SOFFIT $" 7-e1Ys' r � I 01 1 _ � N BlEDROOM#4 ti ' � 1 1 >` N A/C 1 n I " I a I ILL. N 5 m UNITS i i m = in c4 i z0 Q DINING ON I `� - WALK-IN I GL6.HT. , I.- CONC. I SLO�EDi c6 r i "' o+� .n ROOM PAD EGL6. -T 0 aJ CL i SLOPED i u Q '; CL - - 1 I I , uw Uo Q � i ' 3-0" 7'-2" 15'-II" 1 i _ Ll 1 +� ROD 8 SHELF ;2x6 INT.WALL i O F i 0 i ' N MUDRO q'-O" i SLOPED N 36"H16H = G.Ham. i i GL6. 1 .. GUARD/ _,- 1 36"H16H HALL i 1 I f,2" HANDRAIL i N GUARD/ 1 1 z I - Si.OPE� HANDRAIL I i r 1^ 2x6 INT.WALL 1 1 LAUNDRY I Z_ ' T 16 x1b"GRILLE �' y4" i N GLUT 1p I cn 1 @ 0' + 1 _1qq N I O 6+b I Q. S I n 17 I R 1Q. UP i DN I Q 0• STAIR �6 NT. �5J SOFFI? 2x6 INT.WALL �1p I V O N \ 2x6 INT.WALL 'n FWE---- - OD&SHE o o WC O. i ``` ld+>. O CHASE , ' `. i o. 30'X30' -�'' +�� +> SELF-GL051N6 20 iv n CL O WATER O i �� 1 ATTIC �> AFL K-IN e o• MIN.RATED DOOR --------- METER i _------�`.� ACCESS 1 0 • L CL � ----------- + --- GL05wT i 2.-64 ,��_5_ " 5'-5y2" `� 12'-IM4 i = /�� µ I I (`N WEATHER All 11 Ali h p -�' - STRIPPED N ROD LF RO HELF N i z Q N __ _ _ - O1 DOOR I v - �y HEATER 1 o' U - _ • - o L- �n in GARAGE WALLS i q'_4" i N BEDROOM#3 /uj N m BEDROOM#2 N m N GEILIN6 TO HAVE 5/e" GL6. , R G (O� TYPE"X"GYP.BOARD =ry c 6'-lY2" ,n O - ' I --------_ - y- ---------- in1 ' yy I GARAGE s z_ FOYER r i p , a-o _ ' 0 �. I LG.HT. Wff a W o q-O I L M ——————————————————— 10 _1 i p� B TH . 3 AT cLG.HT. i ODD I - ------------ --------- 1 o r I N 6 •+0 D t!1 l) -------- ------------ -----YI---rF ----7,r- -- V $ I I h N a .o - I X 6• 1 s; o I I o DEN O i N v Mi a �x '' Oi i �yS'j m (4)2543 C MT _ �cr- {2 5 (4)2543 CSMT in I � x $tom'ONE 4'-$" - E cn cn -� - EPDM PI+�N i E 6'0"x8'0"OVERHEAD " (2)2X6 `� O1 o• ' Typ =n 12' COLUMN 10"COLUMN 1 M 3359 3359 3359 M cY z COVER COVER ROVE CSMT CSMT CSMT K1 - ----------------- -1- --------------- - OVE -- - - A3.0 -- - - - lip i 2'-O" I6'-0" - 6'-4' S'-bya" s'-bya" FLOOR AREA"D"UNIT: I LINE OF WALL BELOW A3.0 e 37_O BASEMENT: 985 SQ.FT. FIRST FLOOR: 1,848 SQ.FT. SECOND FLOOR: 1,893 SQ.FT. I FIRST FLOOR PLAN TOTAL 4,726 SQ.FT 2 SECOND FLOOR PLAN SCALE.1/4"=1'-0" GARAGE 390 SQ.F- m SCALE:1/4"=1'-0• 0 2' 4' 8' VOLUME: 43.397 CU.F- a EPDM ROOF r AS 0 MEMBRANE,Y4 ALUM."K"GUTTER INE OF rtA�.—BELOW "'�' c co u Q° FLA"ROO BELOW PER FT.SLOPE t`y F Q O� O C au c a�- _J L_J _�_J � L_J L_ U = �a � V �Z O °L U D.S. - -- - --- ----- o D.S. Q i ALUM."K"GUTTER -r t �, G. �o N Z LLJ l SQ - �I 2 ! I EPDM ROOF 1 I MEMBRANE,Y4' } ! — ! PER FT.SLOPE I r- 2 2 J N 04 ALUM. CL i I K" F2 w GUTTER N J I I 1 Lu U Q �! I O EPDM ROOF MEMBRANE,Y4 D.S.C I !! PER F-S,-OPE 1 r^ 0 x V0 N + I� 41 �� m N L0 0 N T — Ne Z U aD j ALUM.I'<"GUTTER i c D.S. I J D.S.G i i Er-DM ROOF MEMBRANE,Y4' ! Z ALUM."K"GUTTER LINE OF WALL BELOW t • PER FT.SLOPE AS.O x z ROOF PLAN SCALE:1/4-=1'-0' 4. Y 0 2' 4' 8' x 1/4"=1'-0' a 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. 4. PROVIDE SAFETY GLASS IN LOCATIONS AS REQUIRED BY CODE. METAL FLASHING AT THE HEAD OF FI5ER6LA55/ASPHALT FIBERGLASS/ASPHALT ROOF BEYOND ALL WINDOWS a DOORS(TYP.) ROOF SHINGLE ROOF SHINGLE x PVC TRIM a - EAVES a RAKES(TYPE - - - 12 12 - Q 7t 8t 8 STEPPED METAL z z"' m o E% A3.1 FLASHING AT ALL &u C3 21 o °u Q 8 ROOF TO 51DEWAL4 ►- Q' ---------- 6""K"'STYLE WHITE A3.1 - - - -- --- NTERSEGT ONS(TYR.) 0�.,U c ALUM.6UTTERS w/ - - --- o W o p o 2"x 3"WHITE ALUM. - - I I ` ��` - x PVC TRIM a EAVES a U U ^Z o LEADERS(TYR.) - RAKES(TYP.) U C Fjr7- � I i a D.S. -- - C Ei z I _ S g/4 PVG TRIM I i r- 6"X"STYLE 12 Ir f -,] I 12 AROUND - W ITE ALUM. D 12 DOORS AND 6UTTERS w/ GEMENTEIOARD 12 _ �- - WINDOWS(TYR.) 2"x 3 WHITE S D N6,5Y4" 7 - _ 7 ALUM. REVEAL A3.1 _ _ A3.1 FLAT EPDM RAN _ LEADERS Q�w -- - - ROOF (TYPE t a t T 0 SUBFLOOR 2 -- - ------- -------------- -- ------------------------------------ ---_ _-------- ------------ - --- -- - �TO SUBFLOOROL 2 {P %PVG TRIM AROUND C I iI DOORS AND i cv w NDOwS(TYR.) Ir - - EE: _ 5/4 PVG o - __ D TRIM Z _ - CORNERS %PVG TRIM __ _ _ (TYR.) CORNERS(TYR.) , W - --- -- _ + + + + T0SUBFLOOR - --------- --- ------- ------- ------ -+---- }- ---------------- --- --- ----------- -- - --- - - - - - - - - - T 0 SUBFLOOR L---- J L------J WATER METER CLOSET A/C UNITS ONE i _ __ 12"SQUARE I I ELEG.METER FIN SH GRADE 6A5 METER FIREPLACE __ I I , , I , BLUESTONE TERRACE I CEMENT ARD WATER ME F N15H LOCATI ON w/WEATHER STRIPPED GONG.PAD rl li ITI u I, 4 GRADE I 1 ON GONG.SLAB I I LOCATION TERMINATION I I 1 Ir""��'y 1 I I I COLUMN SIDING,5Y'� VEAL CLOSE I I (� DOOR a HEATER 11 II 11 111 11 II 1 1 J l J l COVER OVER - ----------------- _-_-- 2 BEYOND i Z I I GUARDRAIL w/ 1 1 i� _;�==Pik==;�==�i 1 1 i 1 ( ---WD.GOLITIrII�--- ---- T ------- --------I I A3.1 f► I I I I = O � I I GATE 36 H. I I II II I11 II .f + I L---J L---�- ---- 1---------- I I ABOVE GRADE I I I I' �--� 1 1 12"SQUARE I 1 I I I I I ~ -ir-- I COLUMN A3 43.1 n I I I I - -- I --�L-- I I I I I I 1 Q N COVER OVER I I I I I I EGRE55 1 1 11 a I11 u I D.COLUMN I I I I LLJ O W I I I 11 II 111 I! I I I I I I 7o N I I WINDOWS IN I16 -- --�L--�I WELL w/STEPS i i i i i i i i LU II I I I SLAB ----------------------------------------------------------------------------------------------- ------ ---------------- --- TO SLAB g 0 L--------------------------------------------------------------------------------------------------------------------------------------------rJL--- ----------------J L� �J L-----------------------J Ll _cl� Z >' 1 I I I I ------------------------------------------------------------------ z Lu Q SIDE ELEVATION A3 (DFRONT ELEVATION ° X SCALE 1/4°=1'-0' SCALE 1/4°=1'-0" �- W Lu U J w w Q Q 0 N 0 FIBERGLASS/ASPHALT ROOF BEYOND FI5ER6LA55/ASPHALT METAL FLASHING AT THE HEAD OF ROOF 5HIN6LE ROOF 5HIN6LE ALL WINDOWS a DOORS(TYR.) x PVC TRIM EAVES - RAKES(TYR.) ig _ ---- - 12 12 - - --_= - - --`= Q 8t 6, ,K„'STYLE 7 WHITE ALUM. 8 A3.1 _ - ___ _ _ 2 x 3 w � ,WHITE < Z ALUM Ell - - LEADERS 3 f . O i :1E -E- -7E -IF- R- Y O . D.S. .. _ i D.S. i .� AL L I 6' K" STYLE 12 1 i ti 7 ^` FIE WHITE ALUM. 12� - _, - -___ A3.1 VJ _ GUTTERS w/2"x 3° 7 _ I �- _ -_____ _ � r- Lil WHITE ALUM. A3.1tri - 12 ��\`IILo LEADERS(TYR) FLAT EPDM TO SUBFLOOR ROOF �12 N ----- 2-- ---- - ------------ ----------------------------------- --------------- -------------------------- - -- T 0 SUBFLOOR >.}°°, � N IF O s/4 PVG TRIM - Z AROUND _ ' DOORS AND �® WINDOWS LJI-1 i !l L_J _ 12"5OUARE GOLJMN I COVER OVER _ E CC U I E [1 AD.COLUMN Li I F. ITOSUBFLOOR I -- -- T.0 SUBFLOOR ------------ --------------------------------- ---- ------------------- --------------------------------- - C U,�RDRA L w/ I I GEMENTHOARD 1 I I ; i i GEMENTBOARD s LEADER INTO DRAINAGE I I %PVC TRIM I 1 I I I I I 3 BLUESTONE 1 FIN15H FIN15H GRADE /4 PVC TRIM AROUND DOORS I I I I I 1 ILpATE 36 H. I I SIDING,�'a' ' I I I A3 I PAVER TERRACE I GRADE I I ; SIDING,5Y4" AND WINDOWS(TYR.) SYSTEM(TYR) CORNERS(TYR.) J l c A�VE GRADE �.J l �VEA J lJ l J l J l I I i I I I (; r1 1 ( (1 1 ( ( ;1 ( 1 I I REVEAL ; I- - ----------------------------------------------J I I 1 1 1 I I I 11 I I 1 I _ I I I r I I I I _I I I Lr-��LL--J I L------------ _I l 1 GENERAL NOTES: I I -----------------------------------------J -- 12'SQUARE I SEE EXTERIOR ELEVATIONS a SECTIONS FOR ALL R.O.8 TOP PLATE HEIGHTS,UNLESS + I 2'SQUARE I I I I I COLUMN i OTHERWISE NOTED. i i COLUMN • I I I I I I I I I I I 1 COVER OVER 2 ALL WALL DIMENSIONS ARE TO FACE OF STUD/FRAMING.UNLESS OTHERWISE NOTED. i i COVER OVER WD COLUMN I I 3 2x6 NOM.EXTERIOR WALL FRAMING 8 2x4 NOM.INTERIOR WALL FRAMING.TYPICAL, I I WV.COLUMN zz I I I I I I i i UNLESS OTHERWISE NOTED i I I I I I E 1 I I I I I I I 1 m I I I I I I I II II I I I I T O.SLAB ----------------4------------------------------------------------------------- ------ II II ---- AL T O.S J L-----------J L-------------------------------------------------------------------------------------------J L D ----- � r----------------------------------- Wi r - r r ---------- -- J -1 4 ---------------I I I -------------------------------------------------------- ----------------------------------------------------------------------------------------------------------- = 3 REAR ELEVATION @SIDE ELEVATION 0 2' 4' 8' SCALE 1/4"=1'-0" SCALE 1/4'=1'-0" z METAL FLASHING AT THE HEAD OF FIBERGLASS/ASPHALT ALL W NDOWS d DOORS(TYP.) ROOF SHINGLE ix PVC TR M a _ EAVES 4 RAKES(TYP.) 12 12 _ _ Q 8t b K'STYLE 7t r_; WH TE ALUM. 8 8 CUTTERS w/ A3.1 2 x 5"WHITE ALUM. ------- LEADERS .4 �(TYPJ F BERISLAS5/ASPHALT ROOF BEYOND H o_� H ' >N C P ROOF SH NOLE D.S. y'�� f�-— LL���' D.S m Wp W c �o -- - ;! d 1 � _ r of co t�H L_� p _ N 12 a C C' A3.1 U = m b C ILo L Q �z 7 12 u � _ _ A3.1 - 12 FLAT EPDM T 0 SUBFLOOR RO F Q12 2 - -------------- ------------------------------------- --------------- - -------------------------- ---- � AL _ t C C __E j.0 C I Ll C C b""K'' STYLE LID m _ WHITE ALUM _ 6UTTERS w/2 x 5' ' WH'TE ALUM. - LEADERS(TYP) - -- - -_-_- T 0 SUBFLOOR ftj----- --------------- ----------------------------- rr--n--Tr--n-- 7--rT--1 --rr --------- Z \ I II I Lo 5/4 PVC TRI M , I 4 AROUND 5 LEADER INTO I 5/4 PVG TRIM DOORS AND I r;-u u /a PVC TR M i i GEMENTBOARD CORNERS(TYPJ i W � 56"H.PVC 1+ 4I " AROUND DRAINAGE I I SIDING,5Ya" WINDOWS - N (TYP J GUARDRAIL I I I CEMENT50ARD DOORS AND 5YSTEM(TYP) i �__-- O 5 DIN6,5Y4' WINDOWS i i I I L- r== u REVEAL (TYPJ i------------------------------------------- ------I - -j COLUMN 2°�uARE 2"SQUARE 2 SQUARE ' I COLUMN COVER OVER COLUMN -++-- COVER OVER H r WD.COLUMN COVER OVER STEPPED i i ;ND.COLUMN N Z WD.COLUMN FOUNDAT ON WALL II O ------- _ T 0.SUBFLOOR I T.O.SLAB --- - u - --------------------------------------------------------------- i i f- ------ -------------------------- ----- 2xR�.T-YVP.�tAMERrTig"a-c----------------- --- ----- -- i > (y 2"SQUA I I i -REGE SED INTO GONG.FND_WA�.�------------------ --------- - ------------------------------------ LLJ --- TO CO- _ COVER ; FINISH GRADE r- OVER IND. J I I J 2 SIDE ELEVATION w/ WALKOUT w } ��- COLUMN i i J ------- SCALE 1/4"=1'-0" CCL-- L----------------------- O 2x4 P T ND, N 2x4 P.T.WD ^� _ C r^ NAILPRS Z w NAiLERS iii = I°I RECESSED INTO 0 Q � I END OF GONG. X RECESSED INTO I r I,I FN W a' LLl END OF GONG I I ! ;'I D ALL Lu FND WALL III I:I U J Lu --_-- +i i _ _ _ _ i i T O SLAB p N Q i l i I i I I I I I I I D GEMENTBOARD l I I I I FINI!1H 6l.AbE GL LT I , I -SIDING,5D'a A3 I I I I I I METAL FLASH N6 AT THE HEAD O FIBERASS/ASPHALT J U l REVEAL J l J U F i ( ------ °- ---------------- -------------------- `J �.-------------------_ - ALL W,NDOW5 4 DOORS(TYP.) ROOF SHINGLE I x PVC TRIM ----------------------_�--------L------------------------------------1-------j EAVES 4 }' RAKES;TYP.) ­) REAR ELEVATION w/ WALKOUT - - - 12 12 _At SCALE:1/4"=1'-0' 9t _ - - ` 7t 8 STEPPED METAL = A3.1 FLASHING AT ALL 7 8 -- _ `� ROOF TO SIDEWALL b' K STYLE WHITE A3.1 _- ------______ NTERSEGT'ONS(TYP.) ALUM CUTTERS w/ - _ ----_--�-- _. 2''x 5'WH TE ALUM. r - - N v O LEADERS(TYPJ - -- - _ ,._ - --- Ar-: O N GEMENTBOARD I � � T SIDING,SYa' D.S. C _ I _ ! D.S %PVC TRIM REVEAL 12 �- El E [--H FM _-_�- -- 12 AROUND fi 12 - _ 12 DOORS AND N * WINDOWS(TYP) _ _ ----- c 7 7 ^' - � A3.1 FLAT EPDM `�I A3.1 ROOF } L 5Y5TEFf 'S'P - --------_--- _ T 0 SUBFLOOR N - __ Y �— O - U - _ -- - C W IF I 1 J D x - --------- - - -------- ------ ------ - ----- - --- ------------- -_------- --------------------------- L---- J L ----J I II II ELEC.METER WATER METER CLOSET A/G UNITS ON FINISH GRADE LOGAT'ON w/WEATHER STRIPPED GONG.PADS-u - - GUARDRAIL DOOR 4 HEATER I I I s ' I GAS METER �_1I GEMENTBOARD LOGAT'ON I I 12"SQUARE- • I COLUMN I I SID NIS,5Ya r REVEAL -- --�T--r,- - COVER OVER I I I I TT' I --"-- -- - - WD•COLUMN 2x4 P.T.WO.NAILER5•16"o.c. - RECESSED INTO GONG.FND.WALL i 5/4 PVC TR,M CORNERS(TYPJ ` I 5TEPPED _ _ - T.O.SLAB - -+---------------------------------------------------------------------------------------------- - ------------------------------------------------------------------------------------------------------------muNDATJON,WALL 1 , — SI DE ELEVATION w/ WALKOUT FINISH GRADE _ 0 2' 4' 8' ; I LEADER INTO ------------------------- - SCALE 1/4"=1'-0' i L------ ---J L� DRA'NA6E I i L----------------------------------------J SYSTEM(TYPJ L----� FLAT Ell ROOF SLOPE}'4'PER FT. SLOPE Y4 PER FT 12 7t� 12 77Q8t 2Z« �� E$ W 0 Cm 0•0 m 1 0 17 V1 4,N U V > O r N� P_ o W U C� ° OCp W 0- g'O 0 I 0 cQ VC d U u "Z O 09 V Q MASTER WALK-IN D HALL BEDROOM#3 C. FLAT EPDM BATH _ CL FLAT EPDM ROOF Q ROOF 12 �� � � � t FLAT EPDM 12 12 12 f ROOF Lj Li —— —— T 0 SUBFLOOR 2 INSULATE b. PERIMETER OF GA77 RAGE * (TYP) � N J KITCHEN PANTRY MUDROOM GARAGE Z O O _ N TO SUBFLOOR I Lu w O � 1L11 Li ---------- T O SLAB `rLa_r Yd'_e.E1&_EL----------- - I 0 DOOR — — — e — G ml. -— — _ ;NSULATE — - _ i FLOOR OVER i— l UNFINISHED UNFINISHED PA P CL CL --� _ 12''SQUARE _ UTILITY - ;2'SQUARE �` COLUMN COLUMN U N COVER OVER = ADJACENT TOLS COVER OVER Lu Ii COLUMN IJNFiNISHED WD.COLUMN N CV SPACE(TYP.) -------------------------------- ---- TO SLAB Z O �O — B o Z 0 '••0 J N O Q BUILDING SECTION _ m SCALE:1/4"=1'-0" J W W u Q 0 0 FLAT EPDM ROOF SLOPE Y4'PER FT. SLOPE Y4"PER FT. 0 N op -------------------------------------------------------- 12 x 12 7 x rrnn � V O N O � ao WALK-IN v WALK-IN I CL CL N cy— L0 0 � N _ T 0 SUBFLOOR Ot 2 Z z (-4 O _ Z V � n DINING v - ROOM Q PANTRY M1 O x z — T O SUBFLOOR INSULATE =— Y FLOOR OVER = _ -'' UNFINISHED FINISHED UNFINISHED T S SPACE(TYP.) vBASEMENT UTILITY x NSULATE WALLS �i ADJACENT TO _ UNFINISHED SPACE(TYP.) .'• y' T.O.SLAB p SECTION (�)BUILDING SCALE 1/4'=1'-0" Y J ROOF CONSTRUCTION, SEE WALL SECTIONS ROOF GONSTRUGT;ON, 2xb WD.LADDER 2xb HIP.LADDER 36"H.PVC ROOF CONSTRUCT ON, 2x NO.BLOCKING SEE WALL SECTIONS w/BLOCKING® ROOF CONSTRUCTION, w/BLOCKIN6• ROOF CONSTRUGT'ON, �6UARORAIL SEE WALL SECT ON5 BETWEEN RAFTERS ALUM.'K' METAL 16 o a SEE WALL 5ECTION5 METAL I6"o.c2/4 SEE WALL SECTIONS 6vTTER I DRIP I. " DRIP SEE WAGLOL ST, EDGE EDGE I SECTIONS I-0Y4' 12 IMPSON H-4 OR DRIP 12 I DRIP 12 H- HURR CANE PVG = t(� ICLI EACH EDGE 12 TRIM, '� Ix PVC I EDGE RAF (TYP) ALUM."K' I PAINT TRIM, ALUM."K" x GUTTER PA,NT _ SUTTER H15 HURRICANE I MSG a I BEAD RD Z Z Lu � o o , TRI _ II° - wu 0 c N U Q CL,P®EACH Ix PVG �D PAINT r: I y-> >o c V RAFTER(TYP.) TRIM, Ixb PVC _ WD.BLOCK:N6 c W u Q°C O1,0 WD.BLOCKING PAINT x PVC TRIM, /4 PVG TRIM, I '�� ►- o c BEADBOARD PAINT sj4 PAINT -r�- O a EXT.WALL %PVG TRIM 6" I �" 12'5QUARE 6 Ix PVC TRIM, PAINT t� EA.SIDE OF EXT.WALL EXT.WALL I Z o ix PVC TRIM, CONSTRUCTION, I I COLUMN CONSTRUCTION CONSTRUCTION, I PAINT cc U BEAM,PAINT I COVER OVER - I 12"SQUARE %PVG TRIM PANT SEE WALL I SEE WALL SEE WALL I SECTIONS I I HIP.COLUMN SECTIONS SECTIONS COLUMN EA.51DE OF 12'SQUARE WINDOW AS I COVER OVER BEAM,PAINT I SCHEDULED rt WD COLUMN I I COLUMN D MAIN EAVE DETAIL PORCH EAVE DETAIL MAIN RAKE DETAIL DORMER RAKE DETAIL DECK DETAIL HD.COLUMN COVER OVER ``�� J SCALE I-I/2'=I'-0' 6 SCALE 1-1/2'=1'-0" 7 SCALE:1-1/2"=V-O' 8 SCALE'1-1/2'=1'-0' w SCALE 1-1/2'=1'-0" io PORCH EAVE DETAI L ' SCALE.1-1/2"=I'-0' * t 9 NOTE vi TYP.ROOF GONST, PRIOR TO INSTALLING SHINGLES INSTALL GRACE'ICE a O TYP.FLAT ROOF CONST WATER SHIELD'OR APPROVED EQUAL SELF-ADHERED TYP FLAT ROOF GON5T v� • ASPHALT/FIBERGLASS RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES ROOF SHINGLE • EPDM MEMBRANE EAVES.RAKES VALLEYS.HIPS.ROOF-TO-WALL • EPOM MEMBRANE w • 15a BUILDING PAPER • 5/4''Te6 EXT PLYWD. INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE . 5/4'Tab EXT.PLYWD • 5/a"EXT.PLYWD.SHEATHING Ip SHEATHIN6 ROOFS THAT ARE FLATTER THAN A 312 SLOPE DIRECTLY TO SHEATHING • EN61NEERED HIP.ROOF • 2xIO TAPERED WD. ROOF SHEATHING INSTALL'ICE a WATER SHIELD'FROM THE • 2x10 TAPERED WD. TRUSS w/SPRAY FOAM 12� RAFTERS® 6"o.c. EDGE OF THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR RAFTERS®16 o.c. ROOF G 2/A5.1 SEE EXT.WALL GONST,SEE DETAIL 2/A3. NSULATION • 2x4 GL6.JOISTS WALL LINE INSTALL PER MANUF INSTRUCTIONS • 2x4 GL6 JOISTS J DETAIL 2/ . ix PVC BEADBOARD '• Ix PVC BEADBOARD Q � 2 T O SUBFLOOR _--_--_ _-_-_-_-_-_ T 0 SUBFLOOR _-_-_-_-_ - T 0 SUBFLOOR IRV _-_ _ SLOPE '_PER - _ _-_----_- T 0 SUBFLOOR ---_--_---_--------- SLOPE Y}"PER FT. _-_-_-_-_- Q -. -. EAVE w/ EAVE w/ ( 0 SUTTER (SUTTER, i N R, I I SEE DETAIL I I Z O ______ SEE DETAIL I I I 1 (�� CN I I VJ A3 I i 6 i O O No A3.1 I I TYP.SECOND FLOOR GONST. I I A31 �__ EXT.WALL GONST, EXT WALL GON5T.,I d I • FIN15H FLOOR EAVE w/ I I , I SEE DETA L 2/A5.1 , I SEE DETAIL 2/A5.1 UW Z �. • 3/4"T36 PLYWD. SUTTER, I i i I V) N EAVE w/ ( I SUBFLOOR SEE DETAIL - - J i I i I Q 6UTTER, -- - - • 2"FLOOR JOIST ,SEE DETAIL 3/4'PVG • 5/a'G 12YP.BOARD,PAINT SQUARE I i I i CL BEADBOARD I WINDOW AS di COLUMN i I DOOR AS I I DOOR AS u � uj SOFFIT SGHEDI.,LED COVER OVER I i SCHEDULED I i SCHEDULED vUi Q I- WD.COLUMN i iuj N 0 (V (V = (V ! Q N I Q I to I U1 m DOOR AS = TYP EXT WALL = Q I m = I m = SCHEDULED p • CEMENT p a-I p 2 SQUARE O L CLAPBOARD p( COLUMN wIn O TYP.TERRACE • BUILDING WRAP O O 36 H.PVG COVER OVER - m I •)�'EXT.PLYWD. I ' O O • ty2"RANDOM SHEATHING TYP.FIRST FLOOR GON5T. GUARDRAIL �•COLUMN i BLUESTONE ON MUDSET • 2xb NO.STUDS • FINISH FLOOR • 4"REIN.GONG.SLAB ®16"o.c.w/ 3/4'TS6 PLYWD. W • b'COMPACTED SPRAY FOAM SUBFLOOR Z &RAVEL BASE ON INSULATION . b'FLOOR JOIST COMPACTED 501L •)�"GYP.BOARD, 5 FIRST FLOOR GON5T., PAINT /a GYP.BOARD,PAINT FIRST FLOOR GON5T., I FIRST FLOOR GON5T., SEE DETA L 2/A3.! SEE DETA L 2/A5.1 SEE DETA L 2/A3.; a SLOPE Ya"PER FT. SLOPE/a'PER T. I O V N T 0 SUBFLOOR -_-_-_-_-_--_-- I T O SUBFLOOR--.,,- IAhT O.SUBFLOOR _---_ _- IjkTO SUBFLOOR U- __J _ -- �/ 00 a {..L • ;D ---% FIN.6RADE I I A31 I I P.T.WD LEDGER w/ _� Lo • _!A =1-I --I_I-I ' 1 —_— �—I -I�—I I—II—I- II—IIt-I—�—I I 0 Z •, I=III- I I-'I I I =I TYP.GONG.FND.WALL GONST. ' = I I-' 1= _ - O GONG. I I METAL FLASHING ON TOP (�J l I - - - 50NOTUBE I I TYP.DECK GONST. i �I'I I I( • PROTECTION BOARD I I FOOT NG _ N • ° I •° • IKATERPROOF SYSTEMO REIN.GONG WALL /, `� I I I • COMPOSITE DECKINGCQ in I I =1 _=I I—I - • 2x12 P.T.WD.JOISTS®Ib"o.c. FOUNDATION WALL, _I . YZ AIRSPACE I - I -FOUNDAT ON WALL, I i O •° �� _ SEE DETAIL 2/A5.1 �-I • 2x4 WD.STUDS®I6"o.a. L--------J I .° SEE DETA L 2/A3.1 I I U °•• I -III _ -I w/SPRAY FOAM III=I I `fl, I I NSULATION(FIN.AREAS) TYP.PAVERS -I Ys"6YP.BOARD,PAINT lY,"RANDOM I ' b"FOUNDAT ON WALL w/ J I I—I I I=I (FIN.AREAS) BLUESTONE w/SAND REIN.GONG.FOOTING,W I_ I _ I r :I I II I iI I II II I 4W5AND BED I I I O ^ I JOINTS SEE STRUCTURAL D6's NOTE: " s FOR MORE NFO. ALL WOOD i • 6"COMPACTED - I I SDOOR.AS CHEDULED ri -III IN DIRECT II I TYP.GONG.SLAB GONST. I J-I I CONTACT w/ -I I GRAVEL BASE ON I '• , -I I II i° CONCRETE i I-a • 4"REIN.GONG.SLAB COMPACTED SOIL I 12"SQUARE L I-I •• •• • 10 MIL.POLY VAPOR _ COLUMN L SHALL BE BARRIER 1 I PRESSURE I i o • 6 COMPACTED I • COVER OVER z � ;I I • CONC.SLAB,SEE TREATED. I-�I• GRAVEL BASE ON I GONG.SLAB,SEE HD.COLUMN (-CONC.SLAB,SEE �I ! DETAIL 2/A3.1 -I COMPACTED SO L -I!I. DETAIL 2/A5.1 DETAIL 2/A5.1 ; l i=1 I I I 1 I—I 4. I=III- =I i=III- B T 0 SLAB ----------------------III=II '� •• p T O SLAB - I- •• p T 0 SLAB ------------_iII-II __� p T 0 SLAB -- ------------------------.. ------ I ♦ n D I e ° D e ° D • 4'PERF DRAIN -�-1 I-�- 4'PERF.DRAIN -i -i= 4"PERF.DRAIN P PE IN COURSE PIPE IN COURSE PIPE!N COURSE - I- - -"- - - - --- - - I I GRAVEL,WRAPPED REIN.GONG.FOOTING, &RAVEL,WRAPPED REIN.GONG.FOOTIN6, GRAVEL,WRAPPED II -I I II_= ° _I- REIN.GONG.FOOTING, I I _ _ 2"RIGID INSULAT ON T IN FILTER FABR,G, SEE STRUCTURAL DW&'s IN FILTER FABRIC, SEE STRUCTURAL DW6's N FILTER FABRIC, SEE STRUCTURAL DW6 s I I I-� I I I 2'-O''MIN.EA. x CONNECT TO DRAIN-J FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. CONNECT TO DRAIN FOR MORE INFO. I i 10'GONG. I }I I •4 I) DIRECTION FOR '. �-50NOTUBE I-I I_ ENTIRE LENGTH OF WALL SECTION 2 WALL SECTION 3 WALL SECTION r 1 FOOTN6 REAR WALL ,' `� WALK-OUT � SCALE 1/2'=I'-0' SCALE:1/2'=1'-0" SCALE 1/2'=1'-0" I I G 4"PERF.DRAIN REIN.GONG.FOOTING, ---------' PIPE IN COURSE SEE STRUCTURAL OAS's GRAVEL,WRAPPED FOR MORE INFO. 4 WALL SECTION C FILTER FABRIC, CONNECT TO DRAIN = a %PVC SLOPED GAP w/PVC. TAPE OVER METAL DRIP FLASH N6 REF DW65 FOR HEADER NEW WINDOW S DOOR INSTALLATION NOTES: r1l SCOTIA(TYP.) (TYP.) 51 ZE FOLD SELF-ADHERED CONTRACTOR MUST INSTALL ALL WINDOWS AND DOORS PER 5/4 PVC.HEAD 5/4 PVC.SLOPED GAP 5�N RUBBERIZED FLASHING INTO MARVIN SPECIFICATIONS,WOODkLTREX INSTALLATION FOR CA6(TYP.) w/PVC.SCOTIA(TYP.)--) OPENING AT JAMBS a NEW WOOD FRAME CONSTRUCTION DATED 5-22-17 INTEGRITY INSTALL OVER SILL END OUTSWING FRENCH DOOR WOOD-ULTREX SERIES _- SELF-ADHERED RUBBERIZED FLA5HIN6 GAP DAMS(TYP.) INSTALLATION;NSTRUCTIONS DATED 7-25-17 WINDOW ROUGH OPENING PREP&FLASHING METHOD A-1 MEMBRANE DRAINAGE 5/4xb PVC JAMB OVER HEAD NAILING WINDOW R 0 HT SYSTEM DATED 12-22-A. GAS NG(TYP.) Z Z W m o E FLANGE(TYP.) SEE EXT ELEVATIONS --- -- - BACKER ROD AND "'O�` 4)N No °v v I N�� SEALANT AT ol INSULATED GLASS p W V Q� �'o PERIMETER OF WINDOW WINDOW SEE EXT at p au c a o 0 FLANGE(TYPJ ELEVATIONS a WINDOW O I SCHEDULE FOR TYPE 2"HISTORIC.PVC. _ m -o Z ° SILL w/DRIP oc U 2 PVC a RUBBERIZED PAN HISTORICAL TYP.ROOF GON5T. FLASHING SYSTEM w/END SILL(TYP.) GAP DAMS a BACK DAM 5/4x4 APRON(TYP) • ASPHALT/F'BER6LA55 C BETHEE �TYPJ N T 4 TYP. EXTERIOR ROOF SHINGLE STOOL TRIM PAN FLASH NO -- • I5#BU LDIN6 PAPER Q WINDOW/ DOOR CASING • 5/a'EXT PLYKD.SHEATHING ENG NEERED WD.SOOT ., SCALE:1/2"=1'-0" TRUSS w/SPRAY FOAM 12 f t INSULATION 7t a TYP.EXT WALL T CONSTRUCT ON 12 8t[,,� n EAVE w/TYP. WINDOW DETAIL ______ SCALE:1-1/2"=1'-0' SUTTER, SEE DETAIL I' - TYP.ROOF GON5T. I I • ASPHALT/FIBERGLASS ROOF SH I NGLE • S#BUILDING PAPER 4 i i • 5/a"EXT.PLYWD.SHEATHING A3.2 I • ENGINEERED WD.ROOF TRUSS w/SPRAY FOAM 12 Z WINDOW AS ; _ NSULATION 7 Q SCHEDULED I I T F N I Q I � > W WD.WALL FRAMIN6, EPDM ROOF I ;ri WD.SILL SIDING a i i r- QJEAVE I I V) Pq PLATE SHEATHING I ;.9 I' GUTTER/ I I BELOW THIS BELOW THIS POINT HAS POINT HAS ROOF CONSTRUCTION, 12 j SEE DETA L ._-__--- -- �, W SEE WALL 5EGT TO BE P.T. TO BE P.T. IONS 12� `---- - caoe,eu„ � cooe,nn —'-- '-------- - 2x WD,BLOCKING ROOF GONST.,SEE T BETWEEN RAFTERS 2/A3.I F 06 N T.O.SUBFLOOR $ Q N 0 FINISH d d METAL - 2 ---------- ---------- J MULCH d DRIP Z EDGE REAR DORMER o 0 �, ��m'La ALUM. K" U _ ��- ---- `�� - ,=• ` � _ '# GUTTER , - --- - 3 Z 1 5/a"?1'PE"X"GYP. SCALE:1/2"=1'-0" W N �G d 5s/4 to I I BOARD a INSULATION J Q pNI FOUNC TIO I A3 I i ABOVE GARAGE �- J SIMPSON H-4 OR i I T O SUBFLOOR —_ U J w °Om"•O"° H-5 HURRICANE I 1-_ ) V) < '-- CLIP®EACH 12`50UARE ----- �- I 71\\// _l> FOUNDATION DETAIL Ix PVC.TRIM, RAFTER(TYP) COLUMN i I SCALE 1-1/2"=1'-0" PAINT WD.BLOCKING COVER OVER 1 HD COLUMN I I SECOND FLOOR GONST WINDOW A5 cV i ; SEE DETA L /A.31 L SCHEDULED D_� LL SECTION O PVC SILL a I i w SCALE I/2'=I'-0' - I OVERHEAD DOOR APRON,PAINT � O EPDM ROOFING.RUN UP SIDES i UNDER i m WINDOW,ON 5/4'T66 EXT PLYWD i 4 7 SHEATHING,ON TAPERED FRAMING 0 GUARDRAIL w/ L SLOPE Y4'PER FT. ABOVE GRADE EXT.WALL O CONSTRUCTION, EXT.WALL GONST., x SEE WALL (D SEE DETAIL 2/A3. N SECTIONS L I� "CHAMFER BOTH SIDES 2 T 0.SUBFLOOR —_ — — IJhT 0 SUBF (D LOOR — _ — SLOPE Y"PER FT. T-0 cz Lo ROOF GONSTRUGTI N, p �__� 4 SEE WALL SECTIONS CN T�DOOR i I FIN.GRADE N ORMER WINDOW DETAIL -1i;iil=ill !1 1— _ _ _ -_— N SCALE 1-1/2'=1'-0" I I— 1-11 ! i I 1 -� I-;I I— —III !I- I,, I—III- I I=I FIRST FLOOR CON5- O a - I— ��—�� _---EGRESS STEPS DRIVEWAY, _ E—)I; -I I!-1 I -� °•• SEE DETA L 2;'A3 `f SEE SITE PLAN 1'1=• i—I 1' —1�—1 GONG SLAB,SEE -1 I _ ROOF CONSTRUCT'ON, 1 I' DETA.L 2/A3.1,NO SEE WALL SECTIONS ' R1610 N5ULAT ON —I 1 •• L-• 2x WD.BLOCKING BETWEEN RAFTERS 5"FOUNDATION WALL w/ 1 p( D '-OY2" REIN.GONG.FOOTING, 1 •r° a n ,. L SEE STRUCTURAL DW69 L METAL 12 FOR MORE INFO. DRIP 7 ° 41 b'GRAVEL w/ORA N EDGE -n SECTION ALUM. 'K" � (DWALL —I•' '. TO FOUNDATION SCALE:1/2"=1'-0" I °• ° ;p Q 11 PER METER ORA N z GUTTERY SI MPSON H-4 OR —I t = MIN. H-5 HURRICANE �°. L° GONG SLAB SEE CLIP®EACH I °• ° DETAIL 2/A3 - RAFTER(TYPJ _ 1- WD.BLOGK.N6 p T 0 SLAB _ ._,• EXT.WALL I •° 1 I. x PVC.TRIM, CONSTRUCT ON, NOTE I I=�_ ° ° 1_I 1 z PRIOR TO INSTALLING SHINGLES INSTALL GRACE'ICE& m ` PAINT SEE WALL -1 4 1 1—1 1— 1— SECTIONS I( r WATER SHIELD'OR APPROVED EQUAL SELF-ADHERED ,• —1 —'- i—1 WINDOW AS RUBBERIZED ASPHALT SHEET UNDERLAYMENT AT ALL RIDGES II ••° •• SCHEDULED EAVES RAKES VALLEYS HIPS.ROOF-TO-WALL •° • ° 42 INTERSECTIONS AROUND ALL ROOF PROJECTIONS AND ENTIRE 6 E AV EScDETAIL D" ROOFS THAT ARE FLATTE THAN A 3 12 ROOF SHEATHING INSTALL'ICE a WATER LOPELDIRECTLY TO THE 4'PERF.DRAIN PIPE IN COURSE REIN.GONG.FOOT N6. GRAVEL,WRAPPED IN FILTER SEE STRUCTURAL DW6's EDGE OF THE ROOF TO MINIMUM 24"INSIDE THE EXTERIOR FABRIC,CONNECT TO DRAIN FOR MORE INFO. r WALL LINE INSTALL PER MANUF INSTRUCTIONS 2 WALL SECTION SCALE 1/2"=P-O" ` i J O FOOTING FOOTIN6 5GHEDULE CAMERA-O'NEILL IS'-10' ID TA6 FOOTING SIZE REINFORCING CONSULTING ENGINEERS Structural En,peen F3 3'-0'x3'-0Scl2'THICK 4#4 E.W.BOT. 9 �Design F4 4'-0'x4'-0'xl2'THICK (5)K5 E.W BOT. aos C ocktower Square 1'4' 1'-4' 8 Camera/O'Neill Portsmouth,Rlo28A ALL DIMENSIONS,ELEVATIONS,SHELVE5,BEAM POCKETS, Consuh nq Engi s 4-SA-2983 CUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,SLABS, 4 AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH PROVIDE 4 INSTALL SIMP50N CIVIL,6EOTEGEfNIGAL,MECHANICAL,ARCHITECTURAL AND ABUbb STANDOFF BASE 4 3'-2' I 10'DIA.REINFORCED 3'-2' Y-2" ALL OTHER TRADES'MMIN95 PRIOR TO CONSTRUCTION. FASTEN TO CONC.W/%DIA. SONOTU3E PIER,TYP. EPDXIED THREADED ANCHOR GONG.FT6.REINF. 3T'-0' ; ROD(b°EMBEDJ - B.O.F.MIN.3'-6 - yr/p4 BARS O 12' 6-6 9 1 BELOW 6RADE) O.G.EW.. S o r O O I I O I W m o ---J L---J L--- 15'-10' 15'-10' �•^� '�:.,-.. 2 W�oc c y ms ca 11-4' 1'-41 1'-4' 8' ���;: , ~w I- 13Y: a� oWu o�U ag • 4 #24'-l' GOORD W/ARGHL t7'-5' O 3'-2■ 50.1 3'-2' 3'-2' m ,a PERMIT SET " U Z o O 10 DIA.REINFORCED U FASTEN FIRST WALL PROVIDE AND INSTALL�'x5'xl0' FASTEN FIRST WALL J. 1 ����PIER,� 20 THICK GONG.FT6. (B.OF.MIN.3'-b' G' '�E''REINF REI W/a5 BARS 0 STUD TO CONC.FDK FULLY WELDED BASE PLATE 9 5TUD TO CONC.FON. b BELOW 6RADFJ WLEBARS 0 1212'O.C.EA,BOT. WALL W/HILT]TYPE X-U O O WALL W/HILTI TYPE X41 FASTNED TO GONG.WALL W/(2)�' S0.1 1 - POWDER ACTUATED DIA.F_XPAN51ON ANCHORS POWDER ACTUATED = _ FASTENERS AT I b'O.G. FASTENERS AT IV O.G. ---J L-- ' STA66ERED --[B.O_F._I4'-O']- -[9.OF._I4'-0']- 5TA66ERM iv I r I ---- -- ------------ -- -- -- -------------- - ------------ -- ------------- -- ------- --- - . I ' f TA.5HE1F T.O.SHELF r I I [-10'-2'] T.O.WALL 7 [-10'-2'] I I I [BAH-10'-10'� I I T o.sTa-I 1 0 DOOR 50.1 T O.STEM I I I TO.HALL Q 51M [-c1'-6'] I IPROVIDE ppATF Tffl_BEAM PROVIDE INSTALL BEAM POCKET o BEAM OGKET p o ^1 1= I [ 7 I Q T.O.WALL - .rl T.O.WALL o WINDOW Iv I ••• i 8k4'x�'BEARING PLATE T.O.WALL A WINDOW T.O.HALL [GOORD.W/ •' 19 1 [COORD.W/ARCHL] I� I I [GooRD.W/ARCH L] ARCHL] I �I I Ig T.O.WALL 5 I I COORDINATE T.O.WALL STEPS I " I 14'-8Ys' '^ WATERPROOFING 1 m PROVIDE(4)FULL I '-^ AND DRAINAGE W/ FT6.STEPS I PROVIDE(4)FU L HEIGHT 05 AT WALL STEP I FT6.STEPS iERT.BARS I ARGHL DWGS. I Z HE16HT 45 VERT.BARS I AT WALL STEP I I 0 PROVIDE#5 BARS AT 240 O.G. H VERTICALLY 4 HORIZONTALLY w % I I I I I CENTERED ON WALL. IDE T.O.WALL S s r---F4-� T.O.WALL ^ I I S (----F4� I p 05 DOWELS INTO FTC.T MATCH � VERT.REINF. z 71 TYP I ° z I I TYP I I I U, usI -' � qI L----J - 5 I 50.1 L----- I Z Q w o I tu O I I J 1 I ICL 14'-87'•' IN IN ! Z O I 5 I I I N 5 4 I 50.1 _i I I I _c 50.1 i 1 m i I m I Q � I I I PROVIDE 4 INSTALL V CAP AND I I IDE 4 INSTALL h'GAP AND I Z $A PLATES AT ALL H55 I I B PLATES AT ALL H-6 I 10'WALL GO TYP.BASE PLATES 10'WALL I 10'WALL GO TYP.BASE PLATES 10'WALL I Z O 5H BE SUBMITTED W/STEEL I 5H BE SUBMITTED W/STEE3 i= LL 1 I'-10'FT6. S 5HI0 DRAWINGS 1'-10'FT6. I 1 1'-10'FT6. S 4 SHORDRAHIN65 1'-10'FT6. CL 4 -- i r 4 -. Fe u.i I I I I cn Q LU vUi � T.O.SLAB I I I 1 T.O.SLAB ^I I IF L.VL,BEAMS OR FLUSH L----J ELEV.-q'-b- ( I L-_ ELEV. Q J-I I BOTTOM CHORD BEARING I IF L.VL.BEAMS OR FLUSH 50.1 Q I BOTTOM CHORD BEARING O rr O 1 TRUSSES ARE PROVIDED: 0 1 I SLAB DETAIL PROVIDE 4 INSTALL BEAM I SLAB DETAIL I I TRU55E5 ARE PROVIDED: PROVIDE 4 INSTALL BEAM 4 I I POCKET AND P.T.BEARING 50,1 �I t i POCKET AND P.T.BEARIN6 `�1 PLATE A5 REQl11R®TO in ACCOMMODATE BEAM. I PLATE AS REQUIRED TO PROTECT UNTREATED LUHIBER I I ACCOMMODATE BEAM. 3 WITH BUILDING FELT L4"NORMAL WT.CONC. 1 PROTECT lJ iTREATED LLHBER L4"SLAB-ON-6RADE. WITH BUILDING FELT NORMAL WT.GONG. • �'O��• 12 THICK GONG.FT R THICK GONG.S SEE DETAIL 2'-�� REINF.W/04 BARS Z 4 SEE DETAIL T.O.WALL 2-�• REIN.W/ 4 BARS I I - I TA.WALL S 4 T.O.WALL ` O BEAM POCKET S r--F3, O BEAM[- 12 O.G.E.W.,130T. I e BEAM POCKET S r--F3 O BEAM POCKET 12 OL.EA,BOT. I I [-I'•F141 -I ' SIM [B.O.F.MIN 3'-b' I [-1'-b's] + I I BELOW GRADE] I I SIM �D I [-1'-d'47 BBELOW 16RADE] ` 6 I I IF L.V.L.BEAMS OR FLUSH I b I ' BOTTOM CHORD BEARING I IF L.VL.BEAMS OR FLUSH N 50.1 ° --- TRUSSES ARE PROVIDED• I I i 50.1 ° �---J BOTTOM CHORD BEARING _ p PROVIDE 4 INSTALL BEAM I p TRUSSES ARE PROVIDED. O [B.O.F. 10-IO'7 I [B.OF.-10-10] - • L----- ------ - -------- -- POCKET AND P.T.BEARING PLATE L_---- ------ ------ PROVIDE 4 INSTALL REAM b■WALL m AS REQUIRED TO ACCOMMODATE I b WALL ( POCKET AND P.T.BEARING PLATE in I% .•' - •.• r BEAM.PROTECT UNTREATED u, % I •• '•, A5 REQURED TO ACCOMMODATE u, ---- -------- -------- LUMBER WITH BUILDIN6 FELT T.O.WALL BEAM.PROTECT UNTREATED I r [GOORD.Wl I T---- -------- ------ LUMBER WITH BUILDING FELT T.O.T WALL � I IF L.V.L.BEAMS OR FLUSH T.O.WALL ARCH'L] IF L.VL.BEAMS OR FLUSH [ 'W/ T.O.WALL BOTTOM CHORD BEARING I I N THE EVENT OF SEPARATE BOTTOM CHORD BEARING01 '\I -4N THE EVENT OF SEPARATE TRUSSES ARE PROVIDED: I O [1BEAM POCKET I I POURS,PROVIDE 4 INSTALL TRU5SE5 ARE PROVIDED: ,- O BEAM POCKET I POURS,PROVIDE 4 INSTALL PROVIDE 4 INSTALL BEAM I PROVIDE GONE.44 BA5 x 30°LONG DOWELS 0 PROVIDE 4 INSTALL BEAM O [-1-d'4] PROv DE CONT.#4 BA ' *5 x 3O'LONG DOwEL5 0 POCKET AND P.T.BEARING PLATE I T.O.WALL CENTERED AT TOP OF I I 12'O.G.VERT.DRILLED 4 POCKET AND P.T.BEARING PLATE U_ T.O.WALL CENTERED AT TOP OF O� I 1 12'O.G.VERT.DRII 1FD 4 A5 REQUIRED TO ACCOMMODATE Q 0 BEAM POCKET AND CONTINUOUS 2x3 I I EPDXIED INTO FDN.W/b" A5 REQUIRED TO ACCOMMODATE p 0 BEAM POCKET AND CONTINUOUS 2x3 (V EPDXIED INTO FDK W/b' BEAM,PROTECT UNTREATED I ,� SHEAR KEY AT HALL BA SHEAR KEY AT WALL BA 1 [-I'-f�'4'] Eye LjABER WITH BUTILDUNTREA� 5 [-I-6►'4] O I 1 EMBED. LUMBER WITH BUILDING FELT� I g I SLAB DETAIL 50•1 I I I SLAB DETAIL F Q 50.1 E U ^I T.O.WALL I SIM ^I T.O.WALL 50,1 51M a 10"WALL `P I I [-O'-5►'�� 101 WALL 66 L40 NORMAL WT.GONG. L �4'NORMAL W.GONG. I I I SLAB ON-6 ADE. ^l I I-10 FT6. ai I-10 FT6. V/ 4 I I 5LA5-ON-6RADE. Q I I SEE DETAIL Q 8 1 I SEE DETAIL V O I L PROVIDE*4x48' o I PROVIDE#4x4tj' r • I T.O.SLAB 66ONAL REBAR AT I T.O.SLAB I I ELEV.-1-0 O 6ARA6E DOORS I RE ENTRANT SLAB I I ° ELEV.-1-0 0 6ARA6E DOORS �D bIA60NAL REBAR AT 8 WALL I b WALL RE-ENTRANT 5LA1301 IN THE EVENT OF SEPARATE I '' I IN THE EVENT OF SEPARATE CORNERS. I POURS,PROVIDE 4 INSTALL#5 I I POURS,PROVIDE 4 INSTALL E5 I-b FT6. I I-8 FT6. I � � x 30'LONG DOWELS 0 12'O.G. x 30"LONG DOMB5 0 12'OrG. VERT.DRILLED 4 EPDXIED INTO I [B.OF.-10'-107 VERT.DRILLED 4 EPDXIED INTO '- I � 1 I FDN.W/b'E•BED. O i i FDN.W/b'EMBED. (]3.O.F.-O O'] I O b I I tD •.•. :. i o � w SO.I T.O.WALL T O. �►• T.O.WALL LL; O DOOR HALL I : Q 50•I I 0 DOOR j �? T.O.WAALL I Q L------- - --I------_--- 4 o I �--- -- - ------ 4 o L-- ---------- - - ------ L-- ----------- - - --- ------ % r- If T.O.WALL ----- - - '" I T.O./7 WAALL ----- - - - I v 1 PROVIDE(4)64 VERT. - - - 4K' S0.1 < 4 [BAH.-4-fi] _ 4 [B.O.F.-4'-6-1 Q - BARS AT PIER , PROVIDEBAARS AT PIER 50.1 '►' fj FOUNDATION PLAN NOTES: 50.1 7'-OK' b i _8■ SIM tlb'-3' I. T.O.FIRST FLOOR 50 FLOOR SHALL BE CALLED ELEVATION O'-ON �_8. SIM t16'-3' d t1'-IOK' GOORD.W/ARGHIL tl'-10' S0.1 2. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS, zl'-IOK' GOORD.W/ARGHL t1'-l0. 1 10 10 UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND ALL OTHER 10Ak Q 50,1 ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6E•OTEGHNIGAL, 50.1 Iq'-IU5' b'-O° II'-0I.' MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWIN65 IW-1%, PRIOR TO CONSTRGTION. Ory 3. °LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED SOLID FOUNDATION PLAN-WALK OUT BASEMENT WITH GONGRETE.PROVIDE N2'THICK'5PRIN6FIELD'GAP AND BASE FOUNDATION PLAN-EG-RE55 WINDOW E3 4. SEEPLA�6ENERAL NOTES FS AT ALL LALLYOR COLUMNS.IONAL FOUNDATION INFORMATION 4 A SCALE:I/4'=1'-O° SCALE:1/4'=11-O' o SPECIFICATIONS a G CAMERA-VNEILL CONSULTING ENGINEERS 40 INTERIOR CONCRETE Structural Engineering-Design 5LA13 ON 6RADE w/bxb + PROVIDE d INSTALL 51MP50N P.T.POST, 201 C oclftower Square WI.4xHIA W.W.F.SLAB ABUbb(OR AM44 AT 4x4 SEE PLANS Camera/O'Neill Portsnwuth,giO187' SHRINKAGE CONTROL JOINT CONCRETE SHALL BE (PROVIDE SAWGUT JOINT �� ��:� 3000 p51 MIX W FASTEN/NO PROVIDE AND POSTS)STANDOFF BASE d ConsuitngEnq,nee�s 4os.�B.1gBj N TO CONCRETE PIER W/ IN GONG.SLAB AND FILL w/ ADDED AIR ENTRAINMENT. INSTALL CORNER 3(0' DIA.EPDXIED THREADED BARS TO MATCH AT H.5.5.COLUMNS PROVIDE AND INSTALL 'GAP ANCHOR ROD(5'EMBED) Df NEW EPDXY AFTER SLAB CURES) SIZE AND SPACING H.S.S.STEEL COLUMN OR CONCRETE FILLED LALLY PLATES AND BASE PLATES.GAP AND BASE PLATES �� fnr0 SHALL BE SUBMITTED WITH STEEL SHOP DRAWINGS. RUN HOR BARS ��•WALL 36° COLUMN,SEE PLAN �� ? LON6 REINF.E.F. 10 MIL.POLY.VAPOR Y ti, ,�•x AT LALLY COLUMNS,PROVIDE AND INSTALL RETARDER.LAP ED6E5 ` '5PRIN6FIELD'GAP AND BASE PLATE-5. A b"MIN. r ■ FASTEN GAP PLATES TO BEAMS W/(4)-1/2'DIA.LA5 , w __,+, m o, t SHIM SPACE.COMPLETELY PACK 10'DIA.CONCRETE 50NOTUBE `;�� ��. u' W °$ ' WITH N.5.6ROUT TO ACHIEVE FULL 5GREW5 AND FASTEN TO CONCRETE FOOTING WITH(4) _` , Iz ' 0. BEARIN6 ONCE COLUMN 15 SET IN PLAGE �'DIA.EXPANSION ANGHOR5.TYP. '; ;�� f' .�-�„.-- P- 6"THIGK GOMPACTED �.. GRAVEL BASE LAYER. o W o ra o C _ GONG.SLAB ON .. r, PROVIDE d INSTALL _ V = m UNDISTURBED VIR61N SOIL T.O.SLAB EL. 6RADE,SEE PLANS z (3)#4 HOOKED PERMIT SET U r.Z U OR COMPACTED GRANULAR FILL DOWELS CONCRETE WALL INTERSECTION 1 1; zX-§e -x x x- ,-ti-x�-x-x ' x - cn 8 I.5AWC UT 5HRINKA6,E GONTROL JOINTS SHALL BE PROVIDED WITHIN 12 HR5. ' OF SLAB PLACEMENT,AS 50ON AS GONGRE 1 15 CAPABLE OF SUPPORTING SAWGUTTIN6 EQUIPMENT. PROVIDE AND INSTALL OUTSIDE CORNER BARS TO MATCH SIZE AND B.O.FOOTING EL. B.O.FOOTING 2.LOCATE 5HRINKA6E CONTROL JOINTS AS INDICATED ON SLAB PLAN,OR AT SPACING OF HOR.REINF. SEE PLAN FOR P A 5 3(�" FOOTING SIZE AND MAXIMUM 5PAGIN6 OF 20 FT.O.G.IF NOT INDICATED ON PLANS. RE5ULTIN6 REINFORCEMENT SHAPE SHALL NOT BE 6REATER THAN 400 5.17.NOR EXCEED A 15:I LENGTH CONCRETE 50NOTUBE DETAIL,TYP. C4) TO WIDTH RATIO. , , . SCALE:3/411=I'-0" 3.OPTIONALLY,THE 5HRINKA6E CONTROL MAY SUBSTITUTE PRE-FABRIGATED " PLASTIC STRIPS INSTEAD OF 5AW-,UTTIN6.SUBMIT CATALO6 CUTS FOR 3 TYPICAL SECTION THROU6H INTERIOR FOOTIN6 APPROVAL PRIOR TO U51N6. SCALE:3/4"=I'-0° 4.INSTALLATION OF ALL NON-STRUCTURAL GONGRETE 5LA65-ON-61RADE SHALL CONFORM TO ALL REQUIREMENTS OF THE LATEST ADDITIONS OF BOTH. PROVIDE AND AGI-360 AND AGI-302. 2'-6'MIN.LAP • INSTALL INSIDE (2)#4 BENT BARS CORNER BARS TO AT BOT.OF FOOTING MATCH 51ZE AND TYP.INTERIOR SLAB ON GRADE DETAIL '' SPAGiN6 OF HOR. - • cii I WALL REINF E.F. SCALE:NONE •. STEP VARIES, Z • 12n SEE PLAN O (3'-0'MAX) !Q. LU I ,• •' '. '-b'MIN.LAP ad • 2 r (TYPICAL) CONTINUOUS ' FOOTIN6 CONCRETE WALL CORNERS (2)#4 GONT.AT BOT.OF FOOTING in 8°MIN. (2)#5 GONT.AT 0!ZUEEINFORCED CONCRETE WALL DETAILS BOT.OF FOOTING:NONE DOOR JAMB BEYOND �°APA RATED WALL TYPICAL STEPPED FOOTING DETAIL #4 SLAB DOWELS®12" 36 SHEATHING,SEE N 2a SCALE:3/4'=1'-0• COORDINATE SLAB E06E O.G.®6ARA6E DOOR GENERAL NOTES. _N_I O N DETAIL WITH ARCH'L OPENINGS 24. DRAWINGS 2xb WOOD STUDS®Ib"O.G. Q UNLESS NOTED OTHERWISE. TRIPLE 2xb SILL(P.T.ON BOT)FASTENED �j CONT.#4 NOSING T.O.51-AI30L FASTEN PLYWOOD TO ALL TO CONCRETE WITH Is DIA.x 12'LONG 2xb HOOD STUDS®Ib"O.G.UNLESS 2xb WOOD STUDS®Ib'O.G.UNLESS r, _� .5 5 PLATES WITH 8d NAILS®4' HOOKED ANCHOR BOLTS®48'O.G. AND NOTED OTFE:RH15E IN PLANS OR NOTED OTHERH15E IN PLANS OR O.G.EA.PLATE,TYP. (on(MIN)FROM BUILDING CORNERS,WALL 5HEARWALL SCHEDULES. 5HEARWALL 5GHEDULE5. T.O.WALLEL.SEE PLAN i ENDS,AND DOOR OPENIN66 �I Z � DOUBLE 2xb d P.T.2xIO SILL FASTENED 6RADE,SEE PLANS iL • 2 PROVIDE AND INSTALL FELT BOND SLAB ON O DOUBLE 2xb d P.T.2x10 SILL FASTENED '" T.O.WALL BREAKER WHERE SLAB 15 POURED TO CONCRETE WITH In DIA.x 12'LONG #4 CONTINUOUS BAR® - 8'WALL U W Iii HOOKED ANCHOR BOLTS o 48'O.G. AND TO CONCRETE WITH "DIA.x 12'LONG TOP OF WALL A AGAINST FOOTIN6/WALL,TYP. N Q T d G APA RATED HOOKED ANCHOR BOLTS®48'O.G. AND 'Td 6 APA RATED w Q b'(MIN)FROM BUILDING CORNERS,WALL �� � _ T.O.SLAB U ENDS,AND DOOR OPENINGS. PLYWOOD 5UBFLOOR be(MIN)FROM BUILDING CORNERS,WALL PLYWOOD SUBFLOOR be• CONTINUOUS _ _ i _., cn ENDS,AND DOOR OPENING. r BEVELED 2x4 _ r T.O.SUBFLOOR T.O.5UBFLOOR S P 5 P SHEAR KEY,TYP. #4 CONTINUOUS BAR T.O.WALL T.O.WALL `� ®TOP OF WALL GONG.SLAB ON � �.. •, � GRADE,SEE PLANS L FA5TEN PLYWOOD TO ALL FASTEN PLYWOOD TO ALL •. PRE-ENGINEERED - 4 _ 8'WALL O PLATES WITH 8d NAILS®4' PLATES WITH Sd NAILS®40 .. FLOOR PLANS�'• B.O.FOOTI !' r ' O.G.EA.PLATE,TYP. O.G.EA.PLATE TYP. GONTINU011S 2)#5 CONTINUOUS I'2)#5 CONTINUOUS _ + TYP.•.. 5HEAR KEY TYP (2)#4 GONT14JOVS BEVELED 2x4 FOOTIN6 SHALL BEAR ON BARS®BOTTOM OF BARS®TOP OF WALL BARS®TOP OF WALL NATURAL,UNDISTURBED �-8. FOOTING PRE-ENGII�ERED TOP CHORD SUB-6RADE OR PROPERLY m Z •' BEARING FLOOR TRU55E5, ... SEE PLANSGONT.P.T.2xb LEDGER FASTENED COMPACTED 6RAVEL FILL TO GONG.W/0.151 DIA.HILTI TYPE - X-U POWDER ACTUATED FASTENERS 0 ' f P.T.2xb BLOCKING BETWEEN (D!!ALE TION THRU GARAGE DOORS B.O.FOOTING r• ... TRUSSES FASTENED TO GONG.W/ o 16'O.G.STA66ERED.GEILIN6 SEE PLAN r 0.151'DIA.HILTI TYPE X-U POWDER STRAPPING SHALL BE FASTENED :3/4°=1'-0' (2)#4 CONTINUOUS O N ACTUATED FASTENERS,MIN.(2)PER ON BARS 0 TO LEDGER W/(2)8d NAILS F�ATURj NATURAL,UNDISTURBED UUNDIST�URBED FOOTIN6 BOTTOMOF n/ BLOCK.CEILING STRAPPING SHALL "' -. I'-e' BE FASTENED TO BLOGKIN6 W/8d SUB-GRADE OR PROPERLY NAILS®8°O.G. (^D` COMPACTED GRAVEL FILL. , � W � 'APA RATED WALL SECTION THRU 6ARA6E WALL L0 2xb WOOD STUDS®I6'O.G.UNLESS •.'' SHEATHING,SEE NOTED OTHERWISE IN PLANS OR 6ENERAL NOTES. 5HEARWALL SCHEDULES.TO CONCRETE WITH�'DIA.x 16"LONG Q (V •• '' DOUBLE 2x6 SILL(P.T.ON BOTH FASTENED 8 SCALE:3/4'=1'-0' FASTEN PLYWOOD TO ALL 36• •, 10'WALL 10'WALL PLATES WITH 8d NAILS®4° HI ANCHOR BOLTS®46'O.G. AND c N ' O.G.EA.PLATE,TYP. ;'(MIO)FROM BUILDIN6 CORNERS,WALL In.- O r- ,A DOOR OPENING. 4 SLAB DOWELS®12 24' r 1 _ O.G.®TERRACE \.J yJhT.O.STEM GONG.SLAB ON FOUNDATION z . T _ PLAN 6RADE,SEE PLANS T.O.SLAB #5 CONTINUOUS HORIZ. TA.SLAB 5 B m W BAR®TOP OF STEM ^ • STEM ,.X x ?` 1_l • T.O.WALL $ PROVIDE AND INSTALL FELT T.O.SHELF •' ROVIDE AND INSTALL FELT .5 2 GONG.SLAB ON ' PROVIDE AND INSTALL FELT BOND BREAKER WHERE SEE PLAN • BOND BREAKER WHERE 6RADE,SEE PLANS 5 GONTINIOU� BOND�A� CONTINUOUS WHERE SLAB 15 POURED AGAINST SLAB 15 POURED A6AIN5T (1)44 GONTINJOUS 5'WALL ` SLAB 15 POURED A6AIN5T • FOOTIN6/WALL,TYP. FOOTIN6/WALL,TYP. BEVELED 2x4 FOOTIN6/WALL,TYP. FjFVFI.FD 2x4 10'WALL BARS®TOP OF WALL •! SHEAR KEY,TYP. •: GONG.SLAB ON SHEAR KEY,TYP. GONG.SLAB ON #5 CONTINUOUS HORIZ. " _ GON NUOUS BAR®TOP OF SHELF b GRADE,SEE PLANS ;� 6RADE,SEE PLANS BEVELED 2x4 (InTYP. TYR GONTINUOU5 SHEAR KEY,TYP. C D� --r-- x �r y; BEVELED 2x4 v Q SHEAR KEY,TYP. in to t• 6' `• T 4 44 - B.O.FOOTI r. B.O.FOOTINGir B.O.FOOTING _ VAR I'-10° (2I#5 CONTINUOUS .VAR •• I'-10' (2J#5 CONTINUOUS ••. •1• (2)#4 CONTINUOUS FOOTING SHALL BEAR ON - BARS®BOTTOM OF SEE PLAN SEE PLAN 4 18 BARS®BOTTOM OF BARS®BOTTOM OF •, •'• - NATURAL,UNDISTURBED FOOTING FOOTING FOOTING A&B.O.FOOTING C COMPAOMMA-GRAVE OR PROPERLY FOOTING SHALL BEAR ON FOOTING SHALL BEAR ON .VAR CTTED GRAVEL FILL. NATURAL,UNDISTURBED NATURAL,UNDISTURBED SEE PLAN I'-10° (2)#5 CONTINUOUS SUB-61RADE OR PROPERLY SUB-6RADE OR PROPERLY In BARS®BOTTOM OF COMPAGTED GRAVEL FILL. COMPACTED GRAVEL FILL. FOOTING 10 SECTION THRU TERRACE FOUNDATION SCALE:3/4"=1'-0" HROUGH WALKOUT FOUNDATION C 5 SECTION THRU FOUNDATION-PERPENDICULAR FRAMIN6 6 SECTION THRU FOUNDATION-PARALLEL FRAMING 4 SECTION TSCALE:3/HROL16" SCALE:3/4"=I'-O" SCALE:3/4"=1'-0' 0 n a G CAMERA-O'NEILL CONSULTING ENGINEERS_ Stnxtural Engineenrg-Design aoi Oodmawer Square Camera/O'Neill Partvnouth,Rl o287i 4< Consult ny Enyv ee-• 4-SA•1983 6ENERAL NOTE5r CONCRETE NOTES: STRUCTURAL LUMBER.ENGINEERED LUMBl3t: J�F'NJE LV Y 1.6EE2Al.CONTRACTOR SHALL FULLY COORDINATE AND VERIFY ALL I.ALL FOOTING AND WALL CONCRETE SHALL HAVE A COMPRE551VE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 I.ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF'TIMBER CONSTRUCTION v DIMENSIONS,ELEVATION5,6RADE5,IMPLIED LOCATIONS,AND SIZES DAYS(ENTRAINED AIR CONTENT BETWEEN 45%AND 1%). STANDARDS'OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE'NATIONAL DESIGN SPECIFICATION FOR SHOWN ON STRUCTURAL DRAWINGS WITH EXISTING FIELD CONDITIONS STRESS-GRADE LUMBER AND ITS FASTENIN6050 OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. f v AND ALL CONSULTANT DRAWINGS AND REPORTS INCLUDING 2.ALL INTERIOR SLAB CONCRETE TOPPING SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 3000 P51 AT 6EOTEGHNI(AL REPORT. 28 DAYS AND CONTAIN NO AIR ENTRAINMENT. 2.THE MINIMUM GRADES AND DESIGN VALUES REQUIRED FOR CONVENTIONAL,STRUCTURAL LUMBER SHALL BE: Z Z su ? E STUDSt CONSTRUCTION GRADE SPRUCE-PINE-FIR,FG=1000 PSI,E=1,300000 PSI, 1 a 2.ALL SIGNIFICANT DISCREPANCIES FOUND SHALL BE REPORTED TO 3.ALL EXTERIOR 51-AB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI AT 28 DAYS JOISTS/RAFTERS/BEAM5:SPRUCE-PINE-FIR NO.2,FB=815 PSI,E=1,400000 P51 '""' ,? h 0=3 m S a THE ARCHITECT OF RECORD. (ENTRAINED AIR CONTENT BETI^EEN 45%AND 1%). PRESSURE TREATED LUMBER,SOUTHERN PINE NO.I,E=1,400,000 P51 "�. , c w►- <- 0- ' v C W U c of Q_: 3.ALL DIMENSIONS,ELEVATIONS,5HELVE5,BEAM POCKETS, 4.ALL CONCRETE SHALL CONTAIN AN APPROVED WATER-REDl1GIN6 ADMIXTURE. 3.ALL EXTERIOR WALL 57UD5 SHALL BE AT LEAST 2xb 6 16'OL.MLE55 NOTED OTHERWISE.FURTHERMORE,ALL WALL =. q0 su CUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS,SLABS,AND STUDS ADJACENT TO STEEL GOWMMNS SHALL BE FASTENED TO FACE OF COLUMN WITH HILTI X-U POWDER DRIVEN O = E a c ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL, 5.A SET OF FOUR(4)CONCRETE TESTS CYLINDERS SHALL BE TAKEN BY AN INDEPENDENT CONCRETE TE5TIN6 LAB ON FASTENERS O 16'O.C. U = F m 6EOTECHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER EACH DAY WHEN CONCRETE PLACEMENT EXCEEDS 5 CUBIC YARDS.ONE CYLINDER SHALL BE BROKEN AT 1 DAYS,TWO PERMIT SET V r\z O TRADES'DRAWIN65 PRIOR TO CONSTRUCTION. AT 28 DAYS,AND ONE AT 56 DAYS.A COPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT OF RECORD. 4.ALL MULTIPLE MEMBER BEAMS AND HEADERS SHALL BE SUPPORTED ON NOT LE56 THAN AN EQUAL NUMBER OF STUDS 0 U CODE INFORMATION AND M16N LOADS(EXCEPT AS NOTED): AT EACH END,UNLESS NOTED OTHERWISE. t 6.NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. BUILDING CODES INTERNATIONAL BUILDING CODE(IBC),2015 EDITION 5.WOOD COLUMNS MADE WITH THREE OR MORE WOOD STUDS SHALL BE NAILED T06ETHER WITH 160 NAILS.NAIL RELATED REFERENCE+A5CE 1-10 1.A CONCRETE MIX DESIGN SUBMITTAL(5 COPIES)SHALL BE SUBMITTED FOR APPROVAL FOR EACH TYPE OF SPACING SHALL BE IN 2 ROWS,SPACED 8'OL.FROM BOTH 51DE5 STAGGERED 4'APART. CONCRETE USED ON SITE.MIX M16N 5U5MITTAL SHALL INCLUDE H15TORICAL BREAK DATA FOR EACH MIX OF GENERAL NOTES-PRE-ENGINEERED SNOOD TRU55ES: FLOOR LIVE LOADS: CONCRETE. 6.UNLESS OTHERWISE NOTED,ALL EXTERIOR OPENIN66 SHALL HAVE NOT LESS THAN ONE JACK STUD AND TWO FULL RESIDENTIAL: HEIGHT STUDS AT EACH SIDE OF THE OPENING.ALL INTERIOR BEARING WALL OPENIN66 SHALL HAVE NOT LE55 THAN I.WOOD TRUSSES SHALL DESIGNED PER THE TUT516N SPECIFICATION FOR METAL PLATE CONNECTED WOOD PRIVATE ROOMS d CORRIDORS SERVING THEM:40 P5F 8.ALL REINFORCING BARS SHALL BE ASTM A-615 GRADE 60 UNLESS NOTED OTHERWISE. TWO JACK STUDS AND ONE FULL HE16K STUD AT EACH SIDE OF THE OPENING LNLE55 NOTED OTHERWISE. TR1155E5',PUBLISHED BY THE TRUSS PLATE INSTITUTE. PUBLIC ROOMS d CORRIDORS SERVING,THEM:100 P5F 2.ALL ROOF T14)95ES AND OVERHANGING WOOD MEMBERS SHALL BE HELD DOWN WITH UPLIFT ANCHORS PER q.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWIMH65 TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL AND 1•ALL CONVENTIONAL LUMBER ROOF RAFTERS SHALL HAVE A 51MP50N UPLIFT ANCHOR AT EACH BEARING LOCATION. 510H•N AND ROOF LOAD5/FAGTOR5: EN6INEERIN6 REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO USE 51MP50N L55U SKEED AND/OR SLOPED HANGERS AT EACH RAFTER AS REQUIRED.PROVIDE AND INSTALL 1.25'X20 TRUSS MANUFACTURERS REQUIREMENTS. MIN.ROOF LIVE LOAD:20 P5F 5UBMITTIN6 TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT REBAR LAYOUT,MATERIALS,LENGTHS,LAPS, GA.RIDGE STRAPS(10 8D NAILS)AT ALL CONVENTIONAL RAFTER PAIRS(OR APPROVED S 1135TITUTIOW. 3.HOOD TRUS55 FABRICATOR SHALL SUBMIT TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION,SHOP GROUND SNOW LOAD(Pg)r 30 PSF BENDS,DETAILS,M. DRAWINGS BEARING SEAL AND 516NATURE OF THE DESIGN PROFESSIONAL EI61NEEK RE61STERED IN THE STATE 8.FLUSH FRAMING SHALL BE SUPPORTED BY JOIST HANGERS DESIGN® HE FOR THE FULL CAPACITY OF T SUPPORTED FLAT ROOF SNOW LOAD(PF):30 P5F OF NEW YORK.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SNOW LOAD IMPORTANCE FACTOR(Is):1.0 LE ALL AN 2-8 OR BAR SPLICES SHALL CONFORM TO REQUIREMENTS OF AGI 318.BUT IN NO CASE SHALL THEY BE MEMBER. SUBMITTING TO ARCHITECT.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED TO:TRUSS LAYOUT PLAN; LE55 THAN 2'-0'OR 48xDIA. SNOW EXPOSURE FACTOR(Ge):IA TRUSS DETAIL SHEETS SHOWING COMEI6URATION,DIMENSIONS,LOADS,MIEBER SIZES AND GRADES,MEMBER q.PROVIDE AND INSTALL DOUBLE FLOOR JOISTS OR PROPERLY DESIGNED TRUSSES UNDER ALL PARTITIONS WINMIMN6 THERMAL.FACTOR(Ct):IA FORGES,CONNECTION PLATE SIZES,PERMANENT BRACING REQUIREMENTS,TRUSS CONNECTION HANGERS FOR II.ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-185,Fy=60 K51 PARALLEL TO SPAN.DOUBLE 2X WOOD SLEEPERS REQUIRED TO ALIGN BOOR ELEVATIONS THAT RUN PARALLEL TO F FRAMING,TEMPORARY BRAGIN6 REQUIREMENTS,UPLIFT ANCHORAGE HARDWARE(SPECIFIED BY TRU55 6EOTEGHNIGAL FACTORS: PARTITIONS. FLUSH FR05T DEPTHS ORS 12.ALL MELDED WIRE FABRIC SHALL BE LAPPED TWO(2)FULL MESH PANELS AT SIDES AND ENDS AND BE 5EGURaY DESIGNER),ETC. ASSUMED 501L BEARING CAPACITY:SEE'FOUNDATION NOTES'IT I5 A55UMED THAT WIRED TOGETHER. 10.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55l1RE TREATED WITH PRESERVATIVE. 4.TRU55 DESIGNER SHALL INCLUDE ALL LOADS REQUIRED BY THE NEW YORK STATE BUILDING CODE AND ALL THE SOILS SUPPORTING TH15 CONSTRUCTION PROJECT ARE SUITABLE TO SUPPORT THE FURTHER REQUIREMENTS INCLUDED IN THE STRUCTURAL AND ARCHITECTURAL CONTRACT DOCUMENTS.ADDITIONAL 13.SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES,FLOOR DEPRESSIONS AND GUT II.EXTERIOR WALL SHEATHING SHALL BE MINIMUM 15l32 APA STRUCTURAL I RATED SHEATHING.J'HRUB6t'ZIP'SYSTEM IS PROPOSED BUILDING(WITH THE SPECIFIED FOUNDATION ELEMENTS),SIDEWALKS,AND REQUIREMENT'S MAY INCLUDE,BUT ARE NOT LIMITED TO ADDITIONAL DE516H LOADS DUE TO WIND AND/OR OUTS. PERMITTED,'ZIP-ZIP INSULATED PANELS ARE SPECIFICALLY PROHIBITED.SHEATHING SHALL BE NAILED WITH 8d NAILS PAVEMENTS WITHOUT ADVERSE AFFECTS DUE TO SETTLEMENT,DIFFERENTIAL EARTHQUAKE,5NOW DRIFTING,POINT LOADS AND/OR ADDITIONAL LOADING FROM OTHER FRAMING MEMBERS, Z NOT LESS THAN 6'O.C.ON ALL PANEL EDGES.ALL WALL HORIZONTAL PANEL EDGES MUST BE BLOCKED AND NAILED SETTLEMENT,BUOYANCY,ETC.THE DEVELOPER,GENERAL CONTRACTOR,AND/OR SPECIAL TOP CHORD SLOPE REQUIREMENTS FOR DRAINAGE,ETC.TRUSS DE516NER SHALL CAREFULLY 14.COORDINATE ALL FOUNDATION PENETRATIONS WITH ARCHITECT,PL.UMBIN6,MECHANICAL,ELECTRICAL CONTRACTORS WITHIN 48 OF BUILDING CORNERS.SHEATHING PANELS SHALL BE INSTALLED TO SPAN ACROSS FLOOR LEVELS OWNERS SHALL RETAIN THE SERVICES OF A QUALIFIED 6EOTECHNICAL ENGINEER TO AND SAL AGENCIES (CENTERED ON FLOOR SYSTEM)TO ACHIEVE CONTINUOUS UPLIFT LOAD PATH FROM ROOF TO FOUNDATION. COORDINATE ALL LOADS E TO MECHANIC AL EQUIPMENT AND PLUMEIIN5 FIXTURES,INCLUDING BUT NOT LIMITED Q TEST AND EVALUATE THE 51TE IN,AROUND,AND BELOW THE BUILDING FOOTPRINT TO ME TUB5,5HOWER UNITS,WITH THE 6.C.,ARCHITECT,AND MECHANICAL M516K h VERIFY THESE A55UNPTION5 AND PROVIDE A 6EOTEGHRNIGAL ENGINEERING REPORT. 15.ALL CONCRETE SHALL BE DETAILED,FORMED,HANDLED,PLACED,AND PROTECTED IN ACCORDANCE WITH 12.5UB-FLOORING SHALL BE 3/4'TONGUE d GROOVE APA STRUCTURAL I RATED SHEATHING EXPOSURE I UNLESS LLJ PROCEDURES AND GUIDELINES PRESCRIBED IN THE LATEST EDITION OF'BUILDING CODE REQUIREMENTS FOR NOTED OTHERWISE.FASTEN 5UB-FLOOR TO WORTIN6 FRAMING WITH INDUSTRY STANDARD SIJB-FLOOR 5.DEAD LOADS: ae WIND FACTORS: ROOF TRUSS TOP CHORD DEAD LOAD:10 PSF RISK CATEGORY:II REINFORCED CONCRETE'ACI-318,MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE STRUCTURES,AGI-301, ADHESIVE AND 8d NAILS•b'OL. ROOF TRUSS BOTTOM CHORD DEAD LOAD:10 P5F BASIC WIND SPEED Me130 MPH AND AGM-305r306 GUIDES FOR HOT/GOLD WEATHER CONCRETING. ROOF TRUSS TOP CHORD DEAD LOAD:15 P5F EXPOSURE GATE60R`(r B Ib.6.G.SHALL COORDINATE ALL CONCRETE FINI5HE-5 WITH ARCHITECT OF RECORD. ALL CONCRETE THAT SHALL 13.ROOF SHEATHING ON FLAT ROOFS SHALL BE MINIMUM 'TdG APA STRUCTURAL I RATED 5HEATHIN6. FLOOR TRU55 BOTTOM CHORD DEAD LOAD:10 PSF TOP06RAPHIC FACTOR(Kzt):IA 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 DE516NER SHALL DESIGN,MANUFACTURE,AND FURNISH ALL FLOOR TRUSSES WEIGH MEET A LIVE LOAD ENCLOSURE CLASSIFICATION:ENCLOSED PRODUCE THE DESIRED ARCHITECTURAL FINISH. 6L.SHALL COORDINATE THE CONCRETE MIX DESIGN(12.SELF SHEATHING. DEFLECTION CRITERIA OF L/%O AND ALL ROOF TRUSSES WHICH MST A TOTAL LOAD DEFLECTION CRITERIA OF INTERNAL PRESSURE COEFF 66p6 t0.18(ENCLOSED BLD&J CONSOLIDATING,CONCRETE),REBAR PLACEMENT,AND METHODS OF VIBRATION TO PRODUCE A FULLY SALIENT CORNER D15TANGE:4-0' CONSOLIDATED CONCRETE POUR FREE OF VOIDS AND/OR"HONEY-GOMBIN6'. 15.ROOF SHEATHING ON FLAT ROOFS AND NON-CURVED SLOPING FRAMING SHALL BE NAILED WITH 8d NAILS NOT THE LESSER OF%6 OR L/360 UNLESS SPECIFICALLY APPROVED OTHERWISE. ROOF PITCH:21-45 DEGREES MORE THAN 6'O.G.ON ALL SUPPORTED PANEL EDGES.NAILS SHALL BE SPACED 4'O.C.IN AREAS WITHIN 48'OF 1,HOOD TRUSS ERECTOR SHALL BE RESPONSIBLE FOR DE516N AND INSTALLATION OF ALL TEMPORARY LU COMPONENTS AND CLADDING:UNFACTORED WIND LOADS h•GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE ALL FORM-WORK,REBAR PLACEMENT,CONCRETE MIX RIDGES,HIPS,RAKES,AND EAVES. ERECTION BRACING. ZONES I,2 d 3 ROOF WIND PRE95�URE5 DESIGN,AND CONCRETE PLACEMENT TO ENSURE ACCURATE AND C.OMMPLETE CONCRETE DISTRIBUTION O O THROUGHOUT.ALL PRECAUTIONS,SHALL BE TAKEN TO AVOID'HONEYCOMMBIN5'AND VOIDS IN CONCRETE TRIB AREA ZONE I(FIELD) ZONE 2 M06E) ZONE 3(CORNER) 16.ROOF SHEATHING ON CURVED FRAMING MEBERS SHALL BE THREE LAYERS OF#'APA RATED PLYWOOD D.TRUSS SPACING SHOWN IN STRUCTURAL ENGINEERING PLANS ARE FOR REFERENCE ONLY.GENERAL Z FOUNDATION.TEGHNIQUE-,SUCH AS PRE-STA61%CONCRETE VIBRATORS IN CONGESTED AREAS,MODIFIED N 10 SF 30.4 PSF 35b P5F 35b PSF SHEATHING WITH END AND SIDE JOINTS STA66EIRED BETWEEN Sl1GGE551VE LAYERS.EACH LAYER OF SHEATHING CONTRACTOR SHALL REFER TO APPROVED TRU55 SHOP DRAWINGS FOR ACTUAL TRUSS LAYOUT AND SPACING 20 SF 215A PSF 34D P5F 34D P5F CONCRETE MIX DESIGNS TO PROMOTE COMPLETE DISTRIBUTION,ETC.SHALL BE EMPLOYED AT THE SHALL BE FASTENED TO THE SUPPORTING FRAMING,WITH 8d RINK-SHANK NAILS A 12'OL.ALL NAILS SHALL BE (FOR BOTH BIDDING AND CONSTRUCTION PURPOSES). J 50 SF 268 P5F 32D P5F 32D P5F CONTRACTORS DISCRETION. STAGGERED BETWEEN NAILS FROM SUCCESSIVE LAYERS. 100 SF 252 PSF 30.4 PSF 30.4 P5F 0.CONCRETE VOIDS AND EXCESSIVE'HOMEY-COMBING'SHALL BE DOCUMENTED AND REPORTED TO THE IT.SOLID BLOCKING SHALL BE PROVIDED AT RI06E5 AND EAVES TO SUPPORT AND FASTEN PANEL EDGES IN o ZONES 4 d 5 WALL WIND PRESSURES ARCHITECT OF RECORD FOR ANALY515 AND PREPARATION OF A REPAIR METHOD. PAR61N6,DRY-PACKING,AND ALL CIRCUMSTANCES FOR ALL ROOF TYPES"ERE STANDARD FRAMING DOES NOT PROVIDE SUBSTRATE FOR W TRIG AREA ZONE 4(FIELD) ZONE 5(CORNER) 'FLOATING'THE ADJACENT SLAB TO FILL VOIDS ARE UN-ACCEPTABLE METHODS OF REPAIR FOR FILLING GONTINUOU5 PANEL EDGE SUPPORT AND FASTENING. Z >. 10 SF 30.4 P5F 40.1 P5F SIGNIFICANT VOIDS. LU 20 5F 2q.0 P5F 38.0 P5F 18.ENGINEERED LUMBER SUPPLIER SHALL SUBMIT TO THE ENGINEER OF RECORD FOR APPROVAL,SHOP Z /1\ D 50 SF 271.2 P5F 343 __P5F I ALL DETAILING STEEL AND ERECTION SHALL CONFORM TO THE AIS DRAWINGS FOR ALL ENGINEERED LUMBER AND I-J015TS.SHOP DRAWIN65 SHALL INCLUDE BUT ARE NOT LIMITED 0 . ,FABRICATIONV 100 SF 25A P5F 31.6 P5F G SPECIFICATIONS AND CODES. TO:FRAMING LAYOUT PLAN,MEMBER SIZES,NAILING PATTERNS FOR MULTIPLE MEMBERS,BEARING LENGTHS, 500 SF 223 P5F 252 P5F LATEST EDITION. CONNECTION HANGER5,BLOCKING,BRIDGING,AND SQUASH BLOCKS. d 2.ALL WIDE FLANGE SECTION STRUCTURAL BEAMS W SHALL BE A5TM A41412 FY=50 K51.BASE PLATES, A.LAMINATED VENEER LUMBER(LVL),LAMINATED STRAND LUMBER(LSL),AND PARALLEL STRAND LUMBER(PSU SHALL U J � FOUNDATION NOTES: H Q CHANNELS,ANGLES,AND MISC.STRUCTURAL STEEL SHALL BE A5TM A-36,FY=36 K51.ALL SQUARE AND BE VERSA-LAM BY BOISE CASCADE OR EQUAL. w U Q 1.ALL SOIL CONTAINING ORGANIC OR UNSUITABLE BEARING MATERIAL SHALL BE RECTANGULAR HOLLOW STRUCTURAL SECTIONS M55)SHALL BE A5TM A-500 GRADE B FY MINIMUM 46 K51 Q h Q CLEARED FROM THE BUILDING FOOTPRINT. 20.LVL AND PSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=3100 P51,FT=2150 P51,Fr, 150 3.ALL ANCHOR BOLTS AND THREADED R005 SHALL CONFORM TO THE REQUIREMENTS OF ASTM F1554 AND P51 FG=3000 PSI,FV= 285 PSI,E=2000000 P51 2.ALL SOIL SUPPORTED FOOTIN66 SHALL BE FOUNDED UPON COMPACTED NATURAL A301. 21.PSL GOLUMNS/P05TS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:FB=2650 PSI,FT=1650 PSI,FG=-150 SlUH6RADE OR COMPACTED BANK RUN GRAVEL FILL WITH A BEARING CAPACITY OF 4.ALL BOLTS,NUTS AND WAS SHALL CONFORM TO THE REQUIREMENTS OF OF A5TM A-325 FOR 3/4'DIAMETER AT LEAST 3000 PSF.6C SHALL BE RESPONSIBLE FOR DETERMINING T SITES P51 Fr,=3000 PSI,FV= 285 P51,E=I,100000 P51 HE HIGH STRENGTH BOLTS UNLESS NOT®OTHERWISE. SUITABILITY TO SUPPORT THE BUILDING.FURTHERMORE,THE 6.G.SHALL BE RESPONSIBLE FOR CONSTRUCTING THIS BUILDING AND SURROUNDING 51TE/SUB6RADE 5.ALL WELDING ELECTRODES SHALL BE EIOXX 22.LVLS AND P5L5 SHALL BE OF FINGER JOINTS,SCARF JOINTS OR MEGHANIGAL CONNECTIONS FOR THE RILL O UIL IN STRICT ACCORDANCE WITH THIS REQUIREMENT. 3. OF 3.BEDROCK/LE16E SHALL BE EXCAVATED A MINIMUM OF 4'BELOW BOTTOM OF 6.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS'CODE FOR ARC 23.ADHESIVE USED SHALL BE WATERPROOF,MEETING,THE REQU!RBMEITS OF ASTM 0-25541-16. AID 6A5 WELDING IN BUILDING GONSTRUGTION',LATEST EDITION. FOOTING ELEVATION AND COVERED WITH A LAYER OF COMPACTED GRAVEL. 24.ALL SIMPSSON CONNECTORS(HANGERS,STRAPS,UPLIFT CONNECTORS,P05T CAP5,EGT)SHALL BE COATED WITH 1.NO CONNECTION SHALL CONSIST OF LE55 THAN TWO 3/4'DIAMETER BOLTS OR WELDS DEVELOPING A MINIMUM Z-MAX CORROSION RESISTANCE OR APPROVED SUBSTITUTE. 4.A MODIFIED PROCTOR TEST SHALL BE PERFORMED BY A SOILS TESTING LAB ON OF 10000 POUNDS UNLE55 NOTED OTHERWISE. Z EACH TYPE OF 501E TO BE COMPACTED. 8 ALL FILLET WELDS SHALL BE A MINIMUM OF I/4'UNLESS NOTED OTHERWISE. 25•ALL FA5TBNER5 IN CONTACT WITH PRE55URE-TREATED LUMBER SHALL BE CERTFIED FOR USE WITH THE . 5.SOIL SHALL BE COMPACTED TO NOT LESS THAN q5%OF MAXIMUM DRY DENSITY PER PRESERVATIVE TREATMENT USED. ASTM 015"IN LIFTS NOT TO EXCEED 6'L005E DEPTH. q,ALL WELDS SHALL BE VISUALLY INSPECTED AND ALL FULL PENETRATION H^ELD5 SHALL BE INSPECTED BY 26.ALL FASTENERS EXPOSED TO MOISTURE,EXPECTED CONDENSATION,PRESSURE TREATED LUMBER AND/OR THE O 6.FIELD DENSITY TE5T5 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-CORROSIVE0 1 COATING CERTIFIED AND APPROVED FOR L15E WITH THE MATERIALS TO BE FASTENED. O A VERIFY COMPACTION.A COPY OF ALL TEST REPORTS SHALL HE FILED WITH THE ND t V 10.AN INDEPENDENT STEEL TESTING AGENCY SHALL PERFORM ALL ULTRASONIC INSPECTION A TESTING.THE ARCHITECT OF RECORD. STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE ABOVE TESTING 21.ALL PORCH ROOF AND FLOOR BEAM5 SHALL BE FASTENED TO RE-51ST UPLIFT LOADS WITH SIMP50N PC/EPG 1.BACKFILL SYMMETRICALLY AGAINST ALL FOUNDATION WALLS IN INCREMENTS NOT TO REQUIREENTS TO BE COMPLETED.A DOPY OF ALL TEST REPORTS SHALL BE FILED WITH THE ARCHITECT. P05T CAPS AND 48'LONG 04LE55 OTHERWISE NOTED)SIMP50N 206A COIL STRAPS.STRAPS SHALL BE c EXCEED 2 FEET MAXIMUM DIFFERENTIAL. II.THE CONTRACTOR SHALL BE RE5PON51BLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND CENTERED OVER THE TOP OF THE BEAM AND BENT DOWN ALONG BOTH SIDES OF POST. FASTEN STRAPS WITH SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND STABILITY. HOD NAILS THROUGH ALL AVAILABLE NAIL HOLES. � 8.SEE PLUMBING AND ELECTRICAL DRAHIN66 FOR UNDER FLOOR SYSTEMS AND SPECIAL /� GRANULAR FILL MATERIAL REQUIREMENTS. 28.ALL CEILING FRAMING(INCLUDING TRU55 BOTTOM CHORDS)ADJACENT TO EXTERIOR WALL5 SHALL BE 12.AFTER FABRICATION,ALL STEEL..,EXCEPT THAT TO BE GALVANIZED,SHALL BE GLEANED OF ALL RUST,L005E 4 � ^; LO MILL SCALE AND OTHER FOREI6H MATERIALS AND RECEIVE ONE GOAT OF APPROVED PRIMER PAINT.REFER TO FRAMED IN ORDER TO BRACE THE EXTERIOR WALLS AGAINST LATERAL MOVEMENTS.COORDINATE ALL CEILING ``I qq.NOFOEE WAOTTIII�OR S ICE.LABS SHALL BE POURED INTO OR AGAINST 5UB6RADE CONTAINING ARCHITECTURAL DRAHIN66 AND SPECIFICATIONS FOR FINISH PAINTS AND APPEARANCES. FRAMING WITH ARCHITECT OF RECORD. PROVIDE d INSTALL 'FULLY WELDED AND FITTED WEB STIFFS BOTH SIDES AT ALL BEARING d POINT 2q•AT ALL OVER FRAMED ROOF CONDITIONS FRAMED WITH CONVENTIONAL LUMBER,PROVIDE d INSTALL -0 10.ALL SLABSN-0ON SHALL BE PLACED ON A LAYER OF COMPACTED FINE 13. CONTINUOUS 2Xb CLEAT FASTENED THROUGH SHEATHING AND INTO EACH ROOF RAFTER WITH(2)010 DECKING D C�J 6RANULAR FILL UNDER A 10 MIL.POLY VAPOR RETARDER COORDINATE ADDITIONAL LOAD LOCATIONS ALONG STEEL WIDE FLANGES UNLESS NOTED OTHERWISE SCREWS,FASTEN OVER-FRAMED RAFTERS TO CLEAT WITH 14)Ibd TOE-NAILS AND SINGLE#10 DECKING SCREW SUB&RADE PREPARATION REQUIREMENTS WITH CIVIL AND/OR 6EOTECHNICAL ENGINEERS THROUGH TOP OF RAFTER. O r-- OF RECORD. 14.GUTS,HOLES,OPENINGS,ETC.REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES s r t SHALL BE SHOWN ON SHOP DRAHIN66 FOR STRUCTURAL STEEL AND SHALL BE MADE IN THE SHOP.BURNING OF 2 `J 30.PROVIDE AND INSTALL HORIZONTAL 4k8 PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55. II.FORGES DUE TO HYDR05TATIC PRESSURE HAVE NOT BEEN CONSIDERED IN THE HOLES OR CUTS IN STRUCTURAL STEEL MI�5 IN THE FIELD WILL NOT BE PERMITTED EXCEPT BY WRITTEN THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL UPPER FLOOR STUDS WITH 8d NAILS O 6'OL. DESIGN OF THE FOUNDATION FOR THIS STRUCTURE.IT 15 THE RESPONSIBILITY OF THE PERMISSION FROM THE STRUGTURAL ENGINEER OF RECORD. (3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENED TO THE PRE-EN61t�tED WOOD RIM TRUSS TOP CHORDS, GENERAL CONTRACTOR/OWNER TO CONFIRM WITH A 6EOTECHNIGAL ENGINEER,CIVIL 15.6EMNERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT OF RECORD FOR ARCHITECTURAL BOTTOM CHORDS,AND RIBBON JOISTS IN 8d NAILS 6 6'O.C.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS® IL. ENGINEER,OR OTHER QUALIFIED DESIGN PROFE55IOMNAL TO ENSURE HYDR05TATIG 6'O.C. MB.(3 NAILS PER VERTICAL -BER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO TOP OF ALL LOWER FORGES DO NOT EXIST. AND EN6INEERIN6 REVIEW.SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING TO ARCHITECT.SHOP DRAWING SUBMITTAL SHALL DEPICT STEEL LAYOUT, FLOOR STUDS WITH 8d NAILS 6 b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 2.ALL DAMP-PROOFING,WATER-PROOFIN6,SUBSURFACE DRAINAGE SHALL BE THE MATERIALS,LENGTHS,GUTS,STIES,CONNECTIONS,DETAILS,ANCHOR BOLTS,LEVELING PLATES,EMBEDDED 8d NAILS 6 6'O.G."EXCEPTION:PLYWOOD PANEL SHALL BE FASTEN®TO EVERY FULL HE16HT KING STUD AND JACK o RESPONSIBILITY OF OTHERS. ITEMS,ETC. STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KING AND JACK) CN 0 i? s 0 0 PLAN NOTE5: PLAN NOTES CONT.: I. #J-#K JACK AND KING 5TUD5 SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(I e. a. ALL MULTI-PLY WOOD AND/OR EN61NMWM MEMBERS SHALL BE&AN6ED T06ETHER IN ACCORDANCE WITH � CAMERA-O'NEILL 2-1-2K MEANS 2 FULL-HE16HT KING STUDS WITH 2 JACK STUDS SUPPORTING THE HEADER) MANUFACTURERS REGUIREMENTS AND PREVAILING STATE BUILDING CODE. CONSULTING ENGINEERS wain 10.ALL MULTI-PLY WOOD AND/OR EN61�MEMBERS SHALL BE&AN6ED T06ETHER IN ACCORDANCE WITH Structural Engineering•Design 2. �-�-INDICATES SIMPSON STRONG-TIE TYPE HAN6ER REQUIRED AT BEAM CONNECTION.ALL MANUFACTURERS REQUIREMENTS AND PREVAILIN6 STATE BUILDIN6 CODE. aosClodctowerSquare SIMPSON HAN6ERS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM 11. REFER TO 6ENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY Camera/O'Neill POf�-S76.2983 n FASTENER SIZE AND QUANTITY. SPECIFIED ON PLANS. Cons„n ng Engineers ti�SJB'1983 3. 'LALLY COLUMN'-ALL LALLY COL�4MNS SHALL BE FILLED SOLID WITH CONCRETE.PROVIDE V THICK 12. MEMBER LAYOUT DEPICTED ON THIS PLAN 15 INTENDED AS A 6ENERAL GUIDE TO FRAMING.THE EXACT FRAMIN6 PROVIDE SIMP50N PC&Z COLUMN '5PRIN6FIELD'GAP AND BASE PLATES AT ALL LALLY COLUMNS. LAYOUT,MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CL05ELY COORDINATED WITH THE 4< ALL DECK BEAMS SHALL BE GAP AT ALL DECK POSTS 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND ULTIMATELY DETERMINED BY THE 6ENERAL CONTRACTOR FASTENED TO POSTS TO o -o a PROVIDE SIMPSON H25A o°� o°� SUPPORTED ON EA.END BY A SIN6LE JACK STUD 6AN6ED TO A DOUBLE KIN&STUD. ANY SUBSTANTIAL CHAN6E IN FRAMING METHOD/LAYOUT SHALL BE REPORTED TO ARCHITECT OF RECORD. Of NEW yc RESIST UPLIFT WITH SIMPSON g g' UPLIFT ANCHORS AT EA. g 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T.'DENOTE PRESSURE TREATED OR WOLMANIZED LUMBER. 13. ALL Oil a IONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDERGROUND UTILITIES,PIERS,FOOTINGS, A. V 9,f COIL STRAPS,SEE DETAIL �� % END OF ALL DECK JOISTS, 6. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL, , TYR 7. ALL FULL-FEI6HT COLUMNS WHICH PASS THROUC7H FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY ARCHITECTURAL AND ALL OTHER TRADES'ORAWIN65 PRIOR TO CONSTRUCTION. 9 CONTINUOUS 5.25'x11.25'A P PRESERVED 6LULAM BEAM BLOCKED AND TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE COLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,6VTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER z' 8. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRANSFERRED TO SUPPORTS APPLIED ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RESPONSIBILITY OF OTHERS AND FULLY BELOW WITH CRIPPLE STUDS,'SQUASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKIN6. COORDINATED WITH THE ARCHITECT OF RECORD. 1 -, �� W vs cc P.T.2x12 G N JOI 0 'O . cr N N 4 _. U V I z ^� DE 210 GO LE FP..2x1 AS'ENEx ,� x x k k PERMIT SET I. 0 50.1 �� v� �� a� �� �� AG H AT �` An THIN A a a I ti• �•4 ti•Q �a ti• O IM IST Q Q• Q• 4 PROVIDE INSTALL SIMP50N 2 Q' p 5 W/ Y4 x 4' O 1 ABU44 STANDOFF BASE 4 e PIA. 51 50 O I•O. 51.1 d ACCOMPROVMODATE BEAM,PROVIDE EPDXIED THREADED DE 4 INSTALL BEAM POCKET TO FASTEN TO GONG— ANCHHOR 6 N 8•xa•xJ•BEARING PLATE ROD(b'EMBEDJ SO.I PROVIDE 4 INSTALL INSTALL m TRIPLE .25�L.VL HEADER � TRIPLE 2z8 TR�PL.F?x91•EADE3t �PLE 2x9 m AlAI D 2Z PAIR OF DTT2Z I TENSION TI i TENSION TIES i f X I DOUBLE ROW OF I T I o> FULL DEPTH 50LID ; � ��> � BLOCKING i FULL DEPTH SOLID PROVI 4 INSTALL _ I - `c I w PROVIDE 4 INSTALL O 1 i I PROVIDE AND INSTALL FULLY i TRU55 DESIGNER DE516NER,TYP. x T i PROVIDE 4 INSTALL x t%f I I BOTH SIDES OF STEEL BE a TRU55 OE516NER, I I N LOGATION5(TYP) i ly W 1 i ' — W. I I I I I I O I O n V 5 _ i � 5 I ' L Q N O 1 , LL N I I I I PROVIDE MV7lq5ELEVATOR NOTES FRAMIN6 SHOWN IN HATCHED AREA i Q Y I MAY BE OMITTED TO STEEL BEAM DIRECTL ACCOMMODATE ELEVATOR OPTION I LL- P ' Z � 1 � O CX 51.1 y� p 51.1 I O Li- Uj •_ I () w �' —• �' • w VIP Q to 1 DE516NER TO 5 TRU55 DE516NER TO 5 p 50.1 p 50.1 .IDE AND INSTALL , Ap CONNECTIM 0 ;fl PR .IDE AND INSTALL P DROPPED L.V.L.BEAM L OPED L.VL M.BEA - O IF L.V.L.BEAMS OR FLUSH BOTTOM IF L.V1.•BEAMS OR FLUSH BOTTOM r-HORDBEARlN6 TR1/5`aE5 ARE - CHORD BEARING TRUSSES ARE PROVIDED NOW t9lptve PROVIDED: PROVIDE 4 INSTALL BEAM POCKET PROVIDE 4 INSTALL BEAM POCKET O AND P.T.BEARIN6 PLATE AS c AND P.T.BEARING PLATE AS REQUIRED TO ACCOMMODATE PF E-ENSINEERIED WOOD PRE-EN61 WOOD REQUIRED TO ACCOMMODATE -EN6INEERED WDOD PRE-ENGINEERED WOOD O N BEAM.PROTECT UNTREATED G BEAM.PROTECT UNTREATED 611 L LUMBER WITH BUILDING FELT IF L.V.L.BEAMS OR FLUSH LUMBER WITH BUILDING FELT IF L.Vl-.BEAMS OR FLUSH BOTTOM CHORD BEARING 130TTOM CHORD BEARING r-. TRIES ARE PROVIDED: TpU55E5 ARE PROVIDED PROVIDE 4 INSTALL BEAM PRE-ENCANEERfv HOOD E IRDER TRUSS PROVIDE 4 INSTALL BEAM POCKET AND P.T.BEARING " POCKET AND P.T.BEARING PLATE AS REQUIRED TO PLATE A5 REQUIRED TO �1 PROTECT SIM PROVIDE 4 INSTALL BEAM POCKET AND ACCOMMODATE BEAM. SIM PROVIDE 4 INSTALL BEAM POCKET AND ACCOMMODATE BEAM. L 1 ECT UNTREATED LUMBER PROTECT UNTREATED LUMBER P.T.BEARING PLATE TO ACCOMMODATE P.T.BEARIN6 PLATE TO ACCOMMODATE N 6 BEAM.PROTECT UNTREATED LUMBER WITH PRE-EN&INEEIR V WOOD GIRDER TRUSS WITH BUILDIN6 FELT 6 BEAM.PROTECT UNTREATED LUMBER WITH PRE-ENGINEERED WOOD IRDER TRL55 WITH BUILDING FELT , • SO.I BUILDING FELT 50,1 BUILDING FELT N 5 O PLUMBING LINE LOCATION, 5 PLUMBING IKE LOCATION, U SIM 151M Z m W Y. t: 8 8 50.1 50.1 �g a • 4 O , 4 O Y T 50.1 50.1 50.1 50.1 Q 51M 6 51M 6 10 50.1 10 50.1 Q B FIRST FLOOR FRAMING-WALK OUT BASEMENT I A FIRST FLOOR FRAMING-EGRESS WINDOW 1 5GALE:1/4"=1'-0" 5CALE:1/4"=1'-0" N t o G CAMERA-O'NEILL CONSULTING ENGINEERS Structural Engineering-Design 2oi Clodctower Square Camera/O'Neill Portsmouth,Ri oa87L Consult-ng Engineers 4-SA-2983 �F NEIv y E 6.111.,COORD. APA RATED WALL 5HEATHIN6, W/ARGH'L c �� SEE 6ENERAL NOTES. 1! 4 y w FLOOR TRUSS AT PROVIDE AND INSTALL is SINGLE 2xb SOLE PLATE :;n , �2 a _ 1w COLUMN NOT SHOWN FULLY WELDED d FITTED WEB 10 S FOR CLARITY STIFFENERS BOTH 51DE5 ��- �^ �� o w U Q 2xb WOOD 5TUD5 0 16'O.G. tea- 00,u o � 2x NAILER,SEE TYPICAL `� i'Ter-7 PLYWOOD O = F STEEL DETAIL FOR I SUB-FLOOR. rJ s m FURTHER INFORMATION PERMIT SET U �z 0 PROVIDE AND INSTALL TRIPLE 2xb IF STUB PO5T/5WA5H BLOCK(NOT SHOWN)BELOW ALL JAMB AND _ STEEL BE 6,M,SEE N P05T LOCATIONS ABOVE. TRUSS CONNECTION BY E TRUSS OB16NER NOT > PRE-ENGINEER SHOWN FOR CLARITY ED L.V.L.BEAM,SEE PLAN _ DOUBLE 2xb WOOD FLOOR PROVIDE d 1 N5TAL YY FULLY TOP PLATE,TYP. TRUSSES,SEE PLANS WELDED STEEL COLUMN GAP. VPROVIDE 2x DIA6. FASTEN TO STEEL BEAM W/(4) BRACIN6 0 48'O.G. 3/4'DIA.THROUGH BOLTS STEEL COLUMN, SEE PLAN (D'�!SE�CZTIONTHROU(9H EXTERIOR WALL-PARALLEL FRAMING I'-O' t/1 4 SEGTION AT STEEL TO WOOD BEAM CONNECTION Z O SCALE:3/4"=I'-O" h w oc 2x NAILER RIPPED TO MATCH BEAM �"APA RATED WALL SHEATHING, 6.WB.,COORD. FLANGE WIDTH AND FASTENED TO TOP SEE GENERAL NOTES. /�W/ARGH'L FLANGE WITH�'DIA.THRU BOLTS 6 24' T46 PLYWOOD O.G.STA66ERED AND GOUNTER%W SLOFLOOR SINGLE 2xb SOLE PLATE CN 2xb WOOD 5TUD5®16"O.G. to 0 J � F LOOR in Td G PLYWOOD Q F pL,q Sim F PROVIDE CONTINUOU5 2x4 SUB FLOOR. L J 4— 'RIBBON'FASTENED TO EA. FLOOR TRUSS W/12d NAILS TFt%HAN6ER5 BY PROVIDE AND INSTALL TRIPLE 2xb TRUSS DE-516PER NOT STUB P05T/SQUASH BLOCK(NOT —� SHOWN FOR CLARITY PACK WEB OF STEEL BEAM WITH0 BELOW ALL JAMB AND POST 12 n j 0 50LID BLOCKING.FASTEN w i' ~ STEEL BEAM,SEE DIA THRU BOLTS®24'O:G. LOCATIONS ABOVE. 2 PLAN STAGGER® U w P-EN61NEIERED J ~ p SECTION THROUGH STEEL BEAM DOUBLE 2xb WOOD FLOOR h p 05—A,LE:3/4"=I'-O" TOP PLATE,TYP. TRUSSES,SEE PLANS wk O SECTION THROU6H EXTERIOR WALL-PERPENDICULAR FRAMING 2G ^�` SCALE:3/4'=1'-O" W Z O N APA RATED T46 � PLYWOOD 5HEATHIN6 LAP SHEATHING Q� tJ'-1196'MINIMUM e � �Lo 2x '�A � � � ^ v,NAILER RIPPED TO MATCH BEAM I'-0'MAX Q � N FLANGE WIDTH H AND FASTENED TO TOP FLANGE WITH J'DIA.THRU BOLTS A 24" is Td6 PLYWOOD O.G.STA66ERED AND COUNTERSUNK 9JBFLOOR N H- p 2x LADDER FRAMED RAKE U F FLOOR PRE-ENGI NEERED a "APA STRUCTURAL I RATED WOOD ROOF SEE EXTERIOR PLYWOOD Tcfj L SHEATHING.SHEATHING SHALL \--PRE-EN6INEERE EXTEND TO TOP OF 6ABLE WOOD GABLE TRUSS CONNECTION BY END TRU55 END ROOF TRUSS DE516NER NOT � TRUSS 5HO1-N FOR CLARITY SEE ARCH.FOR EXTERIOR FINISHES,TYP. STEEL BEAM,SEE 8 PLAN SECTION THROUGH STEEL BEAM RAKE LADDER FRAME DETAIL AT TRUSSES v SGALE:3/4"=1'-O" J 5GALE:3/4"=1'-0" E d 3 C t O e 0 h PLAN NOTE51 PLAN NOTES CON I., LA12pBZ FRAMED RAC NOTE I. *J•-SK JACK AND KING STUDS SHALL BE SAME DIMENSIONAL STUD LUMBER AS ADJACENT STUDS.(Le. 4. ALL MULTI-PLY WOOD AND/OR EN61NEEF�R MEM5ER5 SHALL BE GANGED T06ETHER IN ACCORDANCE WITH CAMERA•O'NEILL LADDER FRAMED RAKES ARE NOT SHOWN TRUSS BLOCKING PROVIDE AND INSTALL SOLID 2J-2K MEANS 2 FULL-HE16HT KING STUDS WITH 2 JACK 5TUD5 SUPPORTING THE HEADM MANUFACTURER'S REOJIREM ENT5 AND PREVAILING STATE BUILDING CODE. G CONSULTING ENGINEERS 10. ALL MULTI-PLY WOOD AND/OR ENGINEERED M1EM BER5 SHALL BE 6AN6ED T06ETHER IN ACCORDANCE WITH FOR CLARITY.REFER TO DETAILS 3/51.1 FOR ►ubl� structural Eng;naeritg-oesiyn ADDITIONAL INFORMATION -�KIN6 EA.SIDE OF ALL RIDGES, 2. -INDICATES 51MP50N 57RON6-TIE TYPE HANGAR REQUIRED AT BEAM CONNECTION.ALL MANUFACTURERS REQUIREMENTS AND PREVAILING STATE BUILDING CODE. VALLEYS d HIPS AND AT ALL EAVES SIMP50N HANGERS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS WITH THE MAXIMUM 11. REFER TO GENERAL NOTES AND PREVAILING STATE BUILDING CODE FOR CONNECTIONS NOT SPECIFICALLY sosClodttowersquate TO SUPPORT AND FASTEN 5HEATHIN6 FASTENER SIZE AND QUANTITY. SPECIFIED ON PLANS. Camera/O'Neill Portarwuth,R102e71 TRUSS DE516NER NOTE PANEL ED6E5.SEE GENERAL NOTES 3. 'LALLY COLUMN'-ALL LALLY COLUMNS SHALL BE FILLED 50LID WITH CONCRETE.PROVIDE h'THICK 12. MEMBER LAYOUT DEPICTED ON TH15 PLAN 15 INTENDED A5 A 6ENERAL 6 JIDE TO FRAMING.THE EXACT FRAMING Consult ng Enginee,s 4-576.1983 TR1155 DE516NER 15 RESPONSIBLE FOR No-PRIN6FIELD'CAP AND BASE PLATES AT ALL LALLY COLUMNS. LAYOUT,MATERIAL TAKE-OFF,AND FRAMING METHOD SHALL BE CLOSELY COORDINATED WITH THE 5PEGIFYIN6 ALL CONNECTION AND 4. UNLESS OTHERWISE NOTED ON PLANS,ALL HEADERS OVER DOOR AND WINDOW OPENIN66 SHALL BE ARCHITECTURAL AND STRUCTURAL DRAWIN65 AND ULTIMATELY DETERMINED BY THE 6ENERAL CONTRACTOR UPLIFT HARDWARE.TRUSSES SHALL BE FIRST RAFTER/FIRST TRU55 SUPPORTED ON EA.END BY A SINGLE JACK STUD GANGED TO A DOUBLE KING STUD. ANY SUBSTANTIAL CHANGE IN FRAMING METHODMYOUT SHALL-BE REPORTED TO ARCHITECT OF RECORD. rN DE516NED TO MEET ALL BEARIN6 FASTEN FIRST RAFTER/TRU55 THROUGH 5. BEAMS AND COLUMNS ON PLAN MARKED'P.T."DENOTE PR�IRE TREATED OR WOLMANIZED LUMBER. 13. ALL DIMENSIONS,ELEVATIONS,5HELVE5,BEAM POCKETS,CUT-OUT`5,UNDE26ROUND UTILITIES,PIERS,FOOTIN65, ���F E w Y� REQUIREMIENT5.APPROACHES TO 5HEATHIN6 INTO WALL 5TUD5/TRU55 6. REFER TO 6ENERAL NOTES FOR FURTHER REQUIREMENTS. SLABS,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH CIVIL,6EOTECHNICAL,MECHANICAL, �1 ACHIEVE REQUIRED BEARING ERS INCLUDE. MEMB H/Y4'x41Ya 51HP50N 5DH 1. ALL FULL-HE16HT COLUMNS WHICH PA55 THROUGH FLOOR OR CEILING FRAMING SYSTEMS SHALL BE FULLY ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. G V j? BUT ARE NOT LIMITED TO,BEARING 5CRB-6 AT Ib'O.G.5TA66ERED BLOCKED AND TIED INTO THAT FRAMING TO EFFECTIVELY BRACE THE GOLUMN IN BOTH DIRECTIONS. 14. ALL TRIM,SOFFITS,RAKES,EAVES,BRACKETS,GUTTERS,CORBELS,BUILD-OUTS,PAD-OUTS,AND ALL OTHER r fi ENCHANGERS,ADDITIONAL TRUSS NN1..E%OTHERyN15E NOTED) 6. ALL PLATFORM FRAMED POSTS,WALLS,AND/OR BEAM LOADS SHALL BE TRAN5FERRED TO SUPPORTS APPLIED ARCHITECTURAL FEATURES AND EMBELLISHMENTS BE THE RE OF OTHERS AND FULLY ��l�/ T' PLIES,DIFFERENT MATERIALS,ETC BELOW WITH CRIPPLE STUDS,'SMASH BLOCKS',AND/OR FULL-DEPTH SOLID BLOCKING. COORDINATED WITH THE ARCHITECT OF RECORD. IluZ=us o SEE 6ENERAL NOTES FOR ADDITIONAL FRAMER NOTE: EE 00 REQUIREM BLOCKING BETWEEN PROVIDE BLOCKI BETWEEN TRUSSESFRAMER NOTE: \'1 "�'" = vvs O m U PROVIDE BLOCKING BETYNEE?N TRUSSES S' a o AT TOP CHORD TO PROVIDE S5TRATE AT TOP CHORD TO PROVIDE SUB 'A~STRATE �•,o � ~ < i1B —agu FOR 5HEATHIN6 FASTENING CONTINUOUS 2x8 LEDGER 9 HE OF TAPERED 2x10 ROOF JOISTS O Ib' FOR SHEATHING FASTENING -- ��� cn Q CONTINUOUS 2x8 LED6ER O HEEL OF O _ e a MONO-SLOPE TRUSSES FASTENED THROUGH O.G.(8'MIN.DEPTH REMAINING) MONO-SLOPE TRU55M FASTENED THROUGH u _ m SHEATHING AND INTO WALL 5TU05/13EAM WITH(2) SHEATHING AND INTO WALL STUD5/BEAM WITH(2) C>t #"I SIMPrSON 505 SCREWS O Ib'O.G. k� }A. PROVIDE QUAD � k� #'x4�'SIMPSON 505 SCREWS O 16'O.G. k�' k�` °L Z U PERMIT Mr— REFER TO TRU55 DESI6NER'S REQUIREMENT5 CONTINUOU5 2x10 `� `r 2xb STUB P05T v v rr < LEDGER FASTENED '' �' BELOW BEAM REFER TO TRUSS DESIGNERS REQUIREMENTS Q �• FOR TRL65 FASTENINGS TO LE06ER AND WALL. SHEATHING 4, 4• DOWN TO I FADER 4 4 FOR TRUSS FASTENIN65 TO LEDGER AND WALL.THROI 4 4 AND INTO WALL STUDS _ _ W/Y,;x4li'SIMP50N SIPS SCREWS O Ib'O.G. STA66ERED ' 0 0 I 2 TRI PLE 2 FILE 2x } —Et*INEERRE HOOD' 2 0 DE I T L.V.L. II J 1 51 DTTI I -ENC7 D 24'O 1 TTIZ M TIJ E%I E �` , x __ 0 IPLE TR 2x TRI 2xb IPLE b HEA 2x �� 6 ' I 1 VtAM � Inl 1 I I I ,x^ I I ILI PRE N61 LO 2'OL. 11 Z �i O I IVICATES APPROX.ARCH./6.C. W LL r 1 W/ OC II II II II 1 x \ \K TRL65 DE516NER NOTE: I PLY -EN61 D RDER II TRUSS DESIGNER NOTE: V I x .o MODIFY TRUSS BOTTOM MODIFY TRUSS BOTTOM CHORD TO BEAR DIRECTLY CHORD TO BEAR DIRECTLY �� i _ \K ON L.V.L.HEADER III xl0 00 >.II ON L.V.L.HEADER __ IIII\S II 5 � 2ic1 III X p1F a s1.1 � I6' C. o / S I' <�� I �- Q06 D.C. cz O Q O Z `fl 61RDER TRUSSES TYP At CN CN SHALL BEAR DIRECTLY ON WINDOW — -� IE I- IIII 0 Q 0 ..2 L HEADER JACK AND I.L. PRE-EN61rERED D 61 TRU55 I KING STUDS Zy� INDIGATE5 A X IIII ix C) LL III0 TRIPLE 55" - Z III III L.V.L.HEADER • O O III f \ \ IIIfilm I w WALL SHOWN SHADED) I Z U O Lu IIi� IFII I W II III w— e �_K ;a IIN w Q Q K IIII f BLOCKING, III _III 0 N 0 SEE NOTE II life S1.14 1 TRU55 f 4 BLOCKING, O SEE NOTE _ '— IIII ry 2 pII IIII . sl.l IIB'15 L.VL.BEAM(FLUSH) III '"• III � � p � ~ Z III> • / —II II r 2-5PAN TRI Il.&T5" .V. M DL1 'R I �'lilt" III Q 0 DIET `J N III— 00ORD.ATTIC E55 OR K III DIMENSIONS W/ARCHS. 4Z,�GIRDER TRL!<�' DOUBLE Nye II .R DOUBLE x C o -ENGINEERED &IRDER TRUSSY T ,g c� x TRI e -EN61NE-ERED D GIRDER e r PRE-EN61 WOOD GIRDER TRU55 � � W � k CN L0 O � o D `5 O _ _ o K + PRE-EN61 WOOD GIRDER TRU55 T Q . N O PRE-ENGINEERED D 61RDER O �� 2x1 T OR DOUBLE 11.6 'L.V .BEAM �k II 1O 5 D Py II N 55 �5I6NER NOTE: III Ib' G. Ib' 0 TRU G. II — _ TRU55 DE516NER NOTE: O MODIFY TRUSS BOTTOM MODIFY TRUSS BOTTOM (SHOWNSHADED) > CHORD TO BEAR DIRECTLY II_ PLY -EN61 D RDER II CHORD TO BEAR DIRECTLY -K ON L.V.L.HEADER > —4 ON L.V.L.HEADER Z III J �Al ���� KII III K a ,y+fit �5 1 O 2'OL. HIM �,� IIII INDICATES APPROX. to / CHORD.W/ARGHJ6.C. (1 F. TRI 55_L.L.I. — TRI 2xb TRIPLE xb LIPLE L4 LA — 2-SPAN PRE-ENGINEERED WOOD 61RDER TRU55 2-SPAN TRIPLE 11&5'L.V.L.BEAM(FLUSH) + xb 0 • \� x 0 2 24•0 PROVIDE BLOCKING BETWEEN TRUSSES FOR COLUMN ATTACHMENT —— — TRI qS'L. — —— —— — II == = = == = == == TRI 25' �K ER \ \ L.V.L.13 M ==c= ==c= Z� TRH 2x8H Aj EIR— v CONTINUOUS 2x8 LEDGER O HEEL OF Q MONO-SLOPE TRUSSES FASTENED THROUI s+ i &L.NOTE: SEE SECOND FLOOR FRAMING FOR ALL LL gas SHEATHING AND INTO WA STUDS/BEAM WITH(2) HEADERS,BEAMS AND POSTS #'x41v2'5IMP50N SIPS SCREWS O IV O.C. CONTINUOUS 2x8 LEDGER O HEEL OF MONO-SLOPE TRUI }� SUPPORTING LOW ROOF FRAMING REFER TO TRUSS DE-516NERS REQUIREMENTS FASTENED THROUGH 5HEATHIN19 AND INTO WALL STUD5/BEAM SECOND FLOOR FRAMING �+ FOR TRU%FASTENIN66 TO LEDGER AND WALL. WITH(2)#'x46"SIMPSON SIPS SCREWS O Ib'O.G. A O A ROOF FRAMING FRAMER NOTE: REFER TO TRUSS DESIGNERS REQUIREMENTS FOR TRUSS SCALE:1/4"=1'-O" SGAL.E:1/4"=1'-O" PROVIDE BLOCKING BETWEEN TRUSSES FASTENIN65 TO LEDGER AND WALL. AT TOP CHORD TO PROVIDE SUBSTRATE FOR SHEATHING FASTENING FRAMER Et PROVIDE BLOCKING BETWEEN TRUSSES AT TOP CHORD TO PROVIDE SUBSTRATE o FOR SHEATHING FASTENING o h G CAMERA-O'NEILL CONSULTING ENGINEERS SbuctunU Engineering-Design aos cock tower Square Camera/O'Neill Porwno4Ah,R1o287% Co wh ng Eng,neeis 4-S78.1983 INEIV �- V. co r,r r, �, 9 Y Q gg0. wx 1� W V C of ..)�� w W O U = CL i=m PERMIT SET U r,Z o U AT WALKOUT BASEMENT OPTION,PROVIDE'5TI' ;". STRAP HOLDOWNS IN LIEU HOLDONNS AT 2FIROF ST FLOOR FRAMING I I H4 F44 H4 H4 N H5 H5 F5 H5 H5 H5 H5 HS W2 SW2 SW2 SW2 5142 SW2 SW2 0.0 oe V1 Z 0 H W N Z N J 0 J N = Q �c 3 Q � Z Lu 75 o = r N J W to 0 O � 3 �'- z�o � O CV m r-: H8 Hb I SW3 e _ � � N ce L0 0 CN D CV F— O •� � Z U 00, 00, m _• � 8 � r— I C C m D5GALE. FIRST FLOOR 5HEARWALL5 1/4"=I'-0' HOLDOWN NOTES: y A BASEMENT 9HEARWALL5-WALKOUT BASEMENT OPTION I. ALL THREADED ROD HOLDOWNS SHALL BE FASTENED TO CONCRETE FOUNDATIONS WITH HILTI HIT HY 200 EPDXY SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS y� n REQUIREMENTS. SCALE:I/4=1-0 HOLDONN 5GHEDULE 2. ALL MULTI-PLY WALL STUDS FASTENED TO HOLDOWNS SHALL BE GANGED T06ETHER IN ACCORDANCE WITH BUILDING CODE AND GENERAL NOTES. do SHEARNALL 5GHEDULE HOLDOHN THREADED 3. WHERE UPPER WALL 15 NOT IN LINE WITH LOWER WALL,'STI'STRAP HOLDOWNS SHALL BE EXTENDED THROU6H FLOOR SHEATHING AND FASTENED TO BEAMS/BLOCKING BELOW. ID TAG 51MP50N HOLDOWN FASTENERS ROD EN D,INTO STRAP MAY BE EXTENDED DOWN AND BENT AROUND UNDERSIDE OF FRAMING A5 REQUIRED. SHEARWALL PLYWOOD 5HEETROGK WALL 5TUD5 BLOCKING NAILING 6 ON PLAN MODEL 0 FASTENED TO: TO FRAMING DIAMETER CONCRETE 4. ALL DIMENSIONS,ELEVATIONS,SHELVES,BEAM POCKETS,GUT-OUTS,UNDER6ROUND UTILITIES,PIERS,FOOTIN65,5LAB5,AND ALL OTHER ITEMS SHALL BE FULLY COORDINATED WITH iy ID TAG FACE FACE o PANEL E06ES •ED&E5? PANEL EDGES CIVIL,6EOTEGHNIGAL,MECHANICAL,ARCHITECTURAL AND ALL OTHER TRADES'DRAWINGS PRIOR TO CONSTRUCTION. O SWI OUTER INNER SINGLE 2x BLOCKED 6d O b'O.G. H2 HDU2-WS25 DOUBLE DF/SP WALL STUD SDS SCREWS 5/6,DIA. 120 5. PROVIDE AND INSTALL HORIZONTAL 4'x8'PLYWOOD PANEL CENTERED ON THE PRE-ENGINEERED WOOD RIM TRU55.THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO THE BOTTOM OF ALL N t; UPPER FLOOR STUDS WITH 8d NAILS o 6'OL.(3 NAILS PER STUD).PLYWOOD PANEL SHALL BE FASTENS TO THE PRE-ENGR� ES RED WOOD RIM T TOP CHORDS,BOTTOM CHORDS,AND SW2 OUTER INNER SINGLE 2x BLOCKED bd®4'O.G. H5 HDU5-SD525 DOUBLE DF/5P WALL STUD 5D5 SGRH^5 5/8'DIA. 12' RIBBON JOISTS W/8d NAILS o b'O.G.AND TO THE TRUSS VERTICAL MEMBERS WITH 8d NAILS o 6'OL.(3 NAILS PER VERTICAL M�ER).THIS PLYWOOD TIE PANEL SHALL BE FASTENED TO B SD 5W3 EITHER BOTH DOUBLE 2x BLOCKED 8d A 2'O.G. H8 HOUB-WS25 TRIPLE OF/5P WALL STUD 5 5GREW5 5/8'VIA. 12" TOP OF ALL LOWER FLOOR STUDS WITH 8d NAILS•b'O.G.(3 NAILS PER STUD).ALL SOLE PLATES AND TOP PLATES SHALL BE NAILED WITH 8d NAILS 6 6'O.G."EXCEPTION:PLYWOOD PANEL - 23 5TI GS-20xg0'LONG DOUBLE DF/SP WALL STUD (42)IOd NAILS ABOVE AND BELOW RIM SHALL BE FASTENED TO EVERY FULL HE16HT KIN&STUD AND JACK STUD AT ALL WINDOW AND DOOR LOCATIONS WITH(15)8d NAILS(5 EACH KIN&AND JACK) 0 h GFNER.Al.NOTES GFNERAI NOTES G AS Ft*RNACE W SPLIT AIR CONDITiONER SCHFDI'LF LABEi(ID) MAKE nfODF-UINDOOR UNITS HP BTIJIIPUT B UH VOLT PH A\1PS FUSE COIL nfODEI.(OITfDOOR) TON SEFR VOLT\GF PH MCA \fOCP NOTES 1 T}iF nfECl LANIC:\L Sl"STE\f INDICATED ON T1IE DR:\\\'INGS ARE Dl:\GRAM\fATiC TO SHOVI'THE BNH BNH nfonFl c OWNER'S INTENT AND THE MECHANICAI EQUIPMENT I OCATIONS.ALI EQITIMIENT.AND 9 BRANCH SUPPLY AND RFTI'RN GRIi.LES SHALL HAVE VOI.I'nIF D.\MPFRS TO BAI\N'CF EACH AiR AHU-1 CI-1 HEIL N91MSE0601714\ 1 2 60.000 58.000 115 1 97 15 EDM4X361 17 NXA636GKA 3.0 16 208 230 1 191 30.\MP SFF NOTE 1 ACCESSORIES.ARE SHOWN APPROXMI ATELI"AND SHALI BE INSTALLED CONSISTENT WITH JOB DFViCE OUTLET � � 5 .a � AHl'-2C1-2 HFII- N9n1SE0Gn1410A I2 G0.0(IU S8.W )U I15 1 7 I.S ED\f4X30L14 NXAG3(►GI:A 2.. IG 208230 1 1G8 25 ,\tY SEE NOTEI CONDITION'S aND APPI_IC.aBLE CODE RE UIRE\tEN'T5 TILE Ft\'.AC CONTRACTOR SI L\LI PRO\'iDF.ALI 10 ALI DUCTWORK ELBOW'S AN'D TEES SHALL HAVE TURNING VANES INSTALLED TO MIN7nf17F STATIC Q NOTES 1 PROVIDE SPLIT SYSTEMS WiTH I41GH LOW'PRESSURE SAFETIES TXV VALVF CONDENSATE NEUTRALIZER KITS.CONCENTRIC ROOF VENTS&7 DAi PROGRAXIM\BiF THERMOSTATS Z Z u+ E aw LABOR AND\IATERIALS N'FCESS.ARI"FOR A CO\1PLETE WORKING Si'STI'M AND ALI REQUIRED PRESSURE DROP 2 PRO\'iDF AUX11-ARl'DR.a1N PAWS. H O' c CO u c TESTING OF THE\iECIiANICAI SYSTF\1S T-IF XIF:CHANICAI CONTRACTOR SHALI BE RFSPONSIBI F 11 T1iE MECHANICAL CONTRACTOR SHALL BALANCE THEti\'AC SYSTEM PER TILE AiR FLOWS LISTED AIR DEVICE SCHEDULE �H� >_0 e FOLLOW'ALL RANGE HOOD EXHAUST DUCTWORK INSTALLATION REQUIREMENTS.THE RANGE o W U a� m FOR PERnfIT COSTS LABEL(iD1 MAKE nfODEL SIZE NECK CFM 0 DESCRIPTION NOTES �"' o" o� 2 THE MECHANICAL INSTALLATION SHALL\fEFT ALI THE RFQUiREMFNTS OF THE AITPHORiTI E\IiAUST DUCT SHALL DISCI LARGE DIRECTLY TO THE OUTDOORS USING SINGLE WALL G:U VANIZED ~ 12°a N STEEL OR STAINLESS STEEL DUCTWORK THE DUCTWORK SHALL HAVE A SMOOTH INTERIOR CD-I HART&COOLEI' AG82M 12�Ti 7"Q 8(►-I 10 2-W'.al'CEILING Sl'YPI 1'DIFF1'SER U x � HAVING JURISDICTION.IT SHALI Al SO MEFT THE 2020 MECIIANICAI CODE OF NEW i"ORK STATE: U Z 2020 RESIDFNTIAI CODE OF NEW i ORK STATE.2020 BUILDING CODF OF NEW i ORK STATF.2020 Fl rF i. SURFACE.BE AIR TiGHT AND BE EQUIPPED WiTI1 A BACKDROP D.AXIPER FG-1 ITART&COOLEY 421 12.\6 SEE PLANS 0-130 FLOOR DIFFUSFR COORDINATE FLOOR GRILLE COLOR cc U 12 DRYER F_XF RUST SHALL BE CONSTRUCTED OF SMOOTH INTERIOR 0.01G-INCH\IININIU\f THICK MFT:\I Q GAS CODE OF N'FW'i"ORI:STATE.2020 E�ERGI'CONSFR\:AT10N CODE OF NEW'i'ORLi:ST\TE\tiD 2020 RR-1 HART&COOI_El' GGI 12x1,� - 0-2G0 W-.ALL RETURN GRILLE FIRE CODE OF NEW i"ORK STATE DUCT 41NCHES IN NO\IINAI DIAMFTER.AND SHALI.MEET THE REQlI1REMEVTS OF SECTION 1\11502 - RR-2 HART&COOLEI" GGl 24x14 (►-sun W'.a1.L RETl'RN GRILLE 3 THE\fECFIAN'ICAI CONTRACTOR SHALI E\A\11NF TiiF.aRC}i1TFCNR:V DR1W iNGS AND SITE TO CLOTIIES DRi'FR EXHAUST OF THE 2009 INTERNATIONAL RESIDENTIAL CODE INSULATE DRIER IsulufNry' RR-3 HART&COOLEi" 661 24x12 - ()-72(1 CEILING RFTI'RN GRILLE FZ'LI 1'INFORM ITSELF OF\LI CONDITIONS F_\HAL'ST DUCTWORK.aS REQUIRED TO PRE\'ENT CONDENSATION PROVIDE CO\1Bl'STION'AIR ``+{�OF.NEyy' y�� OPENINGS IF REQUIRED PER THE DRIER NIANUFACNRERS INSTALLATION INSTRUCTIONS.AND NOTES I.COORDINATE AIR DEVICE LOCATION.QUANTiiI'.THROW'.SIZE.AND CFiLiNG TYPE FL\RDW'ARE BEFORE ORDERING �� 4 THE MECHAN`ICAI CONTRACTOR SHALI BE RESPONSIBLE FOR PROVIDING ALL CONDENSATE DRAINS r , , i r FX.aMINF.F_'�ISTING CONDITIONS BEFORE ORDERING AIR OF\'ICES F� APPLICABLE CODE REQUIRFMFNTS 3 PROVIDE VOLUMED:\MPERS AT BRANCH CONNECTION'S TO n1AIN.B:\L.aNCF PER CF\iS LISTED -'- � •� 5 TIIE MEC1IANICAI CONTRACTOR SHAI-I PROViDF A TRAINING WALK THROUGH WITH THE OWNFR i 4 PROVIDE BOOT WED ADJUSTABLE ANCH C iN CONNECTIONS _^- i a= 13 ALI GAS APPLIANCFS SH i_I BE INSTALLED AND VENTED PER APPLICABLE CODE REQUIREMENTS 1 c AND GFNFRAI CONTRACTOR TO DISCUSS AL.I H\'AC CO\1PON'ENTS AT THE CONCI.I'SION OF THE i�•,4 �a y"E 14 APPI LANCES W'ITIi IGNITION SOURCES LOCATED IN THE GARAGE SHALI BE PROTECTED FRO\f PROJECT �:_� '' ;-..'tii•} DAMAGE AND BF ELEVATED SUCH TILAT THE SOURCE OF IGNITION IS NOT LESS THAN 18 INCI-EESti .;r." G THE nIFCHANIC AI CONTRACTOR SHALI SUBMIT O&of nf.aNUALS AT TIIF CONCI.I'SION OF THE F_XHAl'ST AND SVPPLi FAN SCHEDULE ABOVE THE Fl OOR SURFACE ONW7ilC[t THE EQUIP\iENTOR APPLIANCE RESTS. PROJECT LABEL_(ID)\IAKF nfODEI CF'\f S P VOLT:\GF PH AMPS WATTS DISCHARGE NOTES 7 IN'ST:\LI ALI EQl'IPMEN'T AND ACCESSORIES PER TFIF ni:\NUE:\CT['RER INSTRUCTIONS Al I OW TIiF 15 COORDIN:\TF TIiERMOSTAT LOC.aTION WlTli OW;�'ER LOCATE THERnfOSTAT:\W'Ai�FROM WINDOWS. EXTERIOR W Al l S HEAT SOL'RCFS AND SUPPLY AIR DEVICES EF-1 PANASOMC F\05-11\'KSI 80 0 2" 120 1 0 Ib 6" SEE NOTE 1.2.3.4 MANUFACTURERS RFCO\f\IENDFD CLEARAN'CF AROUND ALI COMPONFNTS IF THE CONTRACTOR FORESEES OR COMES ACROSS AN'i'iN'STAi.I MON CONCERNS[IF SHALI NOTiFi THE ARCHiTFCT HEF-1 FAN TECH FG 12 FC 600 0.3" 120 1 12" SEE NOTE I.2 3.4 FOR A RESOLUi'ION. SF-I FAN TECH FG 12 FC 600 0 3" 120 1 12" SEE NOTE-5.6.7 8 ALL SQUARE AND RECTANGULAR DUCTWORK TO BE SHFFT n1FT:I 1 iNED OR WRAPPED WITH NOTES.I EX lAl'ST FANS SHALL IiA\'F B:\C[:DRAFT DAMPERS iNSL7_ATION'TO nLEFT COI)E REQUIRE\TENTS.nUCTBOARD OPTION:\l. ROINND DL'CTW'ORK TO BF 2 PROVIDE WITH ANY NFCESSARI DUCT TRANSITIONS&MOUNTING ILARDW'ARF 3 INSULATE ALI.EXHAUST DUCTWORK IN UNCONDITIONED SPACF TO PRF\FNT CONDFNS\TION N \lFTAI WRAPPED WITH INSULATION TO\fEE7'CODE RFQI'IREn1FNTS Fl FXIBI.F DUCTWORK SHal.l Z 13F PER\FITTED PROVIDED THAT DUCT LENGTIIS SHAH BE LIMITED TO 14,\fAMMUNI AI-I FXHAUST 4 PROVIDE WITH.ALI\CCFSSORIFS N'ECESSARi FOR A CO\1PI.FTF INST:I.1 ATION O 5 iNTERLOCK WITH OMPLATiON OF KITCHEN HOOD N \ND INTAKF DUCTWORK SHALI_BE\1ETAL WRAPPED W771I1 IN'SUL ATION.\ND\APOR BARRIFR TO 6 PROVIDE WITH CONTROI WIRING FROM CONTROI PANEL IN B ASFn1FNT TO AITIC SPACE FOR F•ITl'RF DUCT HFATFR 7 PROVIDE WITH CONTROLI FR.nfOTORI7.FD DAMPFR.FAN WITII EC MOTOR AND:\I 1 OTHER COMPONENTS TO\fAKF A COMPITTE Si STF\i w \fEFT CODE RFQUiRFn1EN'TS [Y FI-ECTRIC W Al 1[IF ATER SCHFDI'I F NOMENCLATURE I A13F1(ID)\I.%KF MODEI CFXI 11TR W:\Ti'S VOLTAGE PH AMPS NOTES W'H-I Q\f.\RK CUII-1202 65 I(100 240 1 42 SF NOTE 1 2 3 UNDFRCUi DOOR 1" NOTES I R'RNISIi WITii INTFGRaL.TIIFRIMOSTAT 2 R'RNISII WITH DISCONNFCT 3 PROViDF WiTH AI-I NTCFSS 1Ri'HARD W\RF FXIiAUST FAN () r— W N t— ® FLOOR OR CEILING;SUPPLY DIFFUSFR O V) N Z Lu J � W=TURN GRILLF <0 LLJ N Z _W O � MANUAL VOLUMI:DAMPER Z Z Z -, o Q U -� `)_ �— MOIOR OPFRAn-'D/.ONF:DANDIER (�j U —_' ~ LLJ C) <Q Lul OTIIFRMOSTA•I T� Z V O O rN"" L_ m N O N � D N �-- O • z U N r— u Z Z W N O E O W ul O V O•O H O 00 U V I-.N >0O P OWU <F OCQ W C �p o t o o r- U x V Z m v ZZ o oc U Q svik a ct•; 7"I IONFYWELL FRESH AIR ~ DAMPER 7"p 0 CD-1 7"q 50 CFM Z CD-1 O 50 CFM N W RR-1 Cn Q 170 CFM ZQ BOT J IZ 7"� CCN 0 0 7"4 C D-1 0 N 50 CFM J C) 7"� x L L -4- x x Z N / x W ' O W —� V) CL Q _ W rJ � co � F-- 4 I0x10 w U Q -r 8xI0 14x 12 1 ST FLOOR Q N ZONE DA MPER 7" CD-1 10"o HYPOS CFM G"a EXI I 8x8 W/DAMPER 4 till "4 7"Q _J 8\9 ION] / j DAMPER r4 AHU-I Z V O 0 W8150 FRESH AIR _� >.. CONTROLLER "' o N O 24x8 RETURN UP N ,.01-RI-SH AIRLo P` � 1 O N z U N x a� 7"p Li 70 1 UNIT TZ'BASEMENT PLAN W/WALKOUT M-1 SCALE:1/4"=1'-0" Z Z W E coo' Lu a, N O O y u' C co U Q H y ?NO C O• Q W U ¢si rn° Q Lu O O Q p O -� C _ a a� V r_N V �Z p oe U Q F® F® FG-I ® ••'1:°OF)11E)"�,, �0 CFM I;0 CFM 1 30 CFM 1 •,`,��p111itWlyh�yO 50 CFM c* i E' :�• a CD-1 CD-1 i _c:� 75 CFM 75 CFM -...1 KITCI.4.N HOOD W 1NLINF EXHAUST 1N ATTIC INTERLOCK —4 EXHAUST FAN WITH MAKI- cii A A CD-1 Z o O C D-1 v� 14\14 FRESH 50 CFM > AIR FROM (� EF Lu ABOVI 1 if G7 N Z Q Q w —� < IZ SF-1 = 74 w FG-I 8"p UP 1-1IROUGI I ON 130 CFM ROOF J � CD-1 ¢ LL - N ® INLiNF 11001)I-XI FG-1 FAN IN ATTIC 50 CFM (mF-1 UIR N- O I I N I(- I ¢ LLu 0 V�X) W W IO"p K17 Cl D N - wF— HOOD LXI I UP 10 i 20 RR-1 4'DRYI R N Q Q CU-2 1)O Q FXI I DOWN N 1)20 CFM VENT UTR DRYER w � U Q 2.5 TON 4"1 BOX Y 21 6"p1=XIIAUS-1 22\1( 8-4 UTR UP&DOWN FCi-I Cu-) CD-1 90 CFM ® 3.0 TON CD-1 �;.,f 70 C'M 14�14 MAKL (,"t UP AIR GRILLE _ f Z RR-2 970 CFM 4 7" -A O CEO1 7 1 WH-1 O U �}I G"o 1=$11 O FG-I J L, c,' r_xH Irn DOWN 80 CFM O 'p 4 FURNACE N O� G"IiONI•YWFLL VENTING UP (� FURNACI-'VENTING iR' Y81�0 SYSTEM� W ♦ W8150 CONTROL CD-1 PROVIDI ACCESS CD-1 N Q/ ® 80 CFM FOR SFRVICI LE 70 CFM � O ` r— � I SU CFM j N • t 1� EF _ U N 7"+ 71 ¢ z --� T f FG-I CD-1 CD-1 CD-1 CD-1 50 CFM 80 CFM 50 CFM 50 CFM 70 CFM FG-1 FG-1 80 CFM 80 CFM 1 UNIT"DZ"FIRST FLOOR PLAN M- SCALE:1/411=1'-011 2 UNIT"D2"SECOND FLOOR PLAN M- SCALE:1/411=11-0" u Z Z W E coo' W j O an C co V v H H H ;0 C P W U Q E rn o OLQ W C� (O 0 _ c H N o U x r 3 U ^Z a at U Q or �4���aiuqunr Z 600 CFM INTAKE CURB AND CAP—� O so w Z Q CL 8"0 BA11I FXII---0 LL CN l0'�F.XII HOOD TF-RMINATF W ROOF CAI' O O W/CURI3&CAI' - N O Q II � NO'n ALL ROOFTOP PFNI TRATIONS U - N SHALL BI 111ROUGI I FLAT ROOI•ARIA Z Z - O Q aj U `U 4 DRY VI NT�O � J LJJ Q w U o V) r� GAS FURNACE CONCENTRIC VFN1 8"p 13AT1-i E XI I TFRMINATE W- ROOT•CAP Z V O O L— P.I. N O r-- MAKE CURB AND CAP LN 0 Lo D N �-- O • U N Z 1 UNIT TZ'ROOF PLAN M-3 SCALE:1/411=11-0" ELECTRICAL SYMBOLS Q RECESSED DOWN LIGHT OSURFACE MOUNTED DOWN LIGHT PANEL WALL SCONCE AMPS:200 0 LINEAR STRIP LIGHT f1 WALL MOUNTED DOOR CHIME PUSH BUTTON, TYPE:M.L.O I . �F o MOUNT 48"MAX AFF JE WALL MOUNTED TWO TONE DOOR CHIME, PHASE/WIRE:1/3 MOUNT 7-0"AFF L) Q SINGLE POLE WALL MOUNTED SWITCH, VOLTAGE:120/240 `P MOUNT 48"MAX AFF U.N.O. Q 3 THREE WAY WALL MOUNTED SWITCH, A I C 22,000 `P MOUNT 48'MAX AFF U.N.O. W a)�' c a y�� C N U d Q+4 FOUR WAY WALL MOUNTED SWITCH, `P y 'O W U Q� ' CIR. TRIP NO. NO. TRIP CIR. oe p u+ c °'o MOUNT 48"MAX AFF U.N.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 x r 3 WITH 9VDC BATTERY BACKUP LIGHTING:BSMT(FINISHED) 20 20 LIGHTING:BSMT(UNFINISHED/UTILITY) U z Z5 co 120v,MULTI-STATION CARBON MOXIDE ALARM 1 RECEPTACLES:BSMT(FINISHED) AFCI #12 1 1 #12 AFCI RECEPTACLES BSMT(UNFINISHED/UTILITY) 2 Q u WITH 9VDC BATTERY BACKUP EP RECEPTACLES MEDIA PANELS(BSMT) 20 #12 1 20 RECEPTACLES:BSMT BATHROOM _ ELECTRIC POWER PANEL 3 ) AFCI 1 #12 AFCI DEDICATED GFI(1) 4 MP 04d'u64116WI, O MEDIA(TEL OR CAN)PANEL LIGHTING.STAIRS,MUDROOM(1st),BATHROOM(1st) 20 20 RECEPTACLES:1st FLR BATHROOM d' �GF N6K J❑ JUNCTION BOX 5 CLOSET/PANTRY(1st),HALL(2nd),LAUNDRY(2nd) AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 6 �� �- Fyn O:p`� DUPLEX RECEPTACLE,MOUNT 18"AFF U.N.O LIGHTING:GARAGE 20 20 LIGHTING:ENTRY,FOYER,&DEN 7 RECEPTACLES:GARAGE GFI(2)&GDO AFCI #12 1 1 #12 AFCI RECEPTACLES:ENTRY,FOYER,DEN&EXT.GFI(1) 8 DUPLEX RECEPTACLE,ONE SIDE SWITCHED, is -v J*r MOUNT 18"AFF U.N.O. LIGHTING:LIVING&DINING 20 20 LIGHTING:W.M.ROOM {- " ;"�•'�'; 9 RECEPTACLES:LIVING&DINING AFCI #12 1 1 #12 AFCI RECEPTACLES:W.M.ROOM&EXT.GFI(1) 10 ,q-,,�;+•%�,r+"� GFI DUPLEX RECEPTACLE,MOUNT 18"AFF U N.O QD DUPLEX RECEPTACLE WITH INTEGRAL USB CHARGER PORT 11 LIGHTING:KITCHEN 20 #12 1 1 #12 20 RECEPTACLES KITCHEN COUNTER 12 TT11 RECEPTACLES:KITCHEN(ISLAND) AFCI AFCI TELEVISION OUTLET,PROVIDE WITH RG-6 CABLE TO 20 20 a TV MEDIA PANEL,FACEPLATE AND F-CONNECTOR 13 RECEPTACLES:KITCHEN COUNTER AFCI #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 vi Y PLANS FOR POWER REQUIREMENTS AND CHARACTERISTICS, 17 #12 1 1 #12 RECEPTACLES:LAUNDRY&HALL(2nd) 18 LIGHTING:REAR PATIO 20 20 O PROVIDE NEMA DISCONNECTS WHERE REQUIRED BY CODE RECEPTACLES REAR PATIO GFI(1) AFCI AFCI C INDICATES DEVICE TO BE MOUNTED ABOVE COUNTER LIGHTING M.BEDROOM,CLOSET&M BATHROOM 20 20 RECEPTACLES M.BATHROOM w 12"MAX BELOW COUNTER KI INDICATES KITCHEN ISLAND DEVICE TO BE MOUNTED IN CASEWORK 19 RECEPTACLES:M BEDROOM AFCI #12 1 1 #12 AFCI DEDICATED GFI(2) 20 GFP INDICATES GROUND FAULT PROTECTED 21 LIGHTING BEDROOM#2 CLOSET&BATHROOM#2 20 20 LIGHTING BEDROOM#3 CLOSET&BATHROOM#3 WP INDICATES WEATHER PROOF ENCLOSURE RECEPTACLES BEDROOM#2 AFCI #12 1 1 #12 AFCI RECEPTACLES:BEDROOM#3 22 GD INDICATES GARBAGE DISPOSAL V) LIGHTING BEDROOM#4 CLOSET&BATHROOM#4 20 20 RECEPTACLES:BATHROOM#2 LLJ DW INDICATES DISHWASHER 23 RECEPTACLES:BEDROOM#4 AFCI #12 1 1 #12 AFCI DEDICATED GFI(1) 24 1--Q R INDICATES RANGE REF INDICATES REFRIGERATOR 25 RECEPTACLES.BATHROOM#3 20 #12 1 1 #12 20 RECEPTACLES BATHROOM#4 26 Z/n DEDICATED GFI(1) AFCI AFCI DEDICATED GFI(1) V HD INDICATES RANGE HOOD 1 1 0 Q N FP INDICATES FIREPLACE LIGHTING:ATTIC 20 20 D INDICATES DRYER 27 RECEPTACLES HEF-1&SF-1(ATTIC) AFCI #12 1 1 #12 AFCI RECEPTACLES DEDICATED WASHER&DRYER 28 Z 0 N LU W INDICATES WASHER (D 0 INDICATES GARAGE DOOR OPENER,RECEPTACLE IN CEILING, 29 30 LU Z } GDO OPENER CONTROL SWITCH WALL MOUNTED ADJACENT TO LATCH WH-1 WALL HEATER 20 #12 2 2 #6 50 FUTURE MAKEUP/SUPPLY J Q Lu SIDE OF INTERIOR DOOR (W M ROOM; DUCT HEATER(ATTIC) (�J 31 32 Q LU 0 GENERAL ELECTRICAL NOTES Z U Z 1 ALL WORK SHALL COMPLY WITH 2O20 RESIDENTIAL,BUILDING,FIRE,FUEL GAS,AND ENERGY 33 HWH-1 CU-1 34 IY 0 I.-W CONSERVATION CODES OF NEW YORK STATE,2020 NATIONAL ELECTRIC CODE,AND ALL APPLICABLE ELECTRIC HOT WATER HEATER 30 #10 2 2 #10 30 OUTDOOR AC w LLJ Lu ~ LOCAL CODES AND/OR AMENDMENTS 35 36 U LLJ Q (BSMT UTILITY, CONDENSING UNIT = V) J Q 2 ALL MATERIAL SHALL BE NEW AND U L OR EQUALLY APPROVED 0 LLJ V) N 0 3 PROVIDE NAMEPLATES ON CONTROL DEVICES WHICH SHOW THE EQUIPMENT SERVED,VOLTAGE, 37 AHU-1 GAS FURNACE(BSMT UTILITY) 15 #14 1 CU-2 38 PHASE AND CIRCUIT NUMBERS. 2 #12 20 OUTDOOR AC 39 AHU-2 GAS FURNACE(ATTIC) 15 #14 1 CONDENSING UNIT 40 4 ALL SERVICE AND FEEDER CABLE TO BE 600V,1/C,THHN/THWN COPPER OR EQUIVALENT SIZED ALUMINUM CABLE,EXCEPT FEEDER CABLE TO INDIVIDUAL APARTMENT UNITS TO BE ALUMINUM'SER'TYP APARTMENT BRANCH CIRCUITS TO BE'ROMEX'TYP 41 SEA SEWAGE EJECTOR PUMP(BSMT UTILITYi 20 #12 1 1 #12 20 MAKE-UP AIR CONTROL PANEL 42 5 UNDERGROUND CONDUIT AND FEEDERS MAY BE SCHEDULE 40 PVC 6 CONTRACTOR SHALL INSTALL EQUIPMENT GROUNDING SYSTEM CONNECTING NON-CURRENT Z CARRYING METAL PARTS OF WIRING SYSTEM TO THE GROUND 7 TAG ALL WIRES AT PANEL BOARDS AND JUNCTION BOXES WITH FIBER OR PLASTIC TAGS '^ O 8.ALL GROUNDING SHALL BE IN STRICT COMPLIANCE WITH THE LATEST OSHA AND NEC REQUIREMENTS V 0 ALL CONDUIT CONNECTIONS MUST BE TIGHT TO MAINTAIN A GROUND PATH PANEL 9,ALL CIRCUITS FOR POWER AND LIGHTING SHALL HAVE GROUND CONDUCTOR FOR EQUIPMENT 120/240,200A,1P,3W ^, GROUNDING TYPE 3R METER w/BREAKER, M.L.O.,TYPE 1 W TERMINAL SERVICE BOXES 120/240,200A,1 P,3W w , 10 CONTRACTOR SHALL VERIFY EXACT ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT TO BE ON EXTERIOR OF BLDG `V 0 WIRED PRIOR TO WIRING OR ROUGHING IN. PER SERVICE PROVIDER (1)2"CONDUIT Q REQUIREMENTS 0 WITH(3)#3/0 CU } 1 11 ALL SAFETY AND DISCONNECT SWITCHES SHALL BE HEAVY DUTY CONSTRUCTION AND OF VOLTAGE 0 Lo AND AMPERE RATING TO SUIT EACH FUNCTION. D N 12 ALL PANELBOARDS TO BE CIRCUIT BREAKER TYPE OF VOLTAGE CHARACTERISTICS AND AMPACITY CATV TEL 0 RATING TO SUIT EACH APPLICATION MINIMUM SERIES SHORT CIRCUIT RATING TO BE 10,000 AMPERES, RMS,U L SYMMETRICAL UNLESS NOTED OTHERWISE ALL BUS BARS ARE-TO BE COPPER u N 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 TRANSFORMER ELECTRICAL WORK SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 15 ALL ELECTRIC DISTRIBUTION PANEL BOARDS WITHIN DWELLING UNITS TO HAVE HIGHEST OPERABLE CIRCUIT BREAKER SWITCH LOCATED NO MORE THAN 48"AFF 16 WIRE ALL EXIT&EMERGENCY LIGHTING TO HOT SIDE OF CIRCUIT 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 CATV DISCREPANCIES OR OMISSIONS IN DESIGN DOCUMENTS. (1)1"CONDUIT WITH 18 ALL 125-VOLT RECEPTACLES WITHIN DWELLING UNITS BELOW 5.5 FEET AFF TO BE LISTED (1)RG-C CABLE #2 CU GROUND 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)CA75E 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 E-0 NO SCALE E-0 NO SCALE FIRST RECEPTACLE ON THE PROTECTED BRANCH IN LIEU OF AN AFCI CIRCUIT BREAKER PROVIDED THAT RMC,IMC,EMT,MC,OR AC STEEL ARMORED CABLE BE USED IN THE HOME RUN FROM THE FIRST RECEPTACLE(AFCI TYPE)TO THE PANELBOARD 22 ALL WEATHER-PROOF(WP)RECEPTACLES TO 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 W UI �V � y_p C 00 V j CD p CO. p W U Q d' p CK p W C W p v U x D3 U Z o U W®P Q Tf �1f R7I tit O.N6yy 1*sz r a TE, 1 / Z I Tv D > I LLJ cr) 1 Z �- IZ 0 o 0 — N A+ I L O L I Z II N LU \ / MP-CATV O LU r— �= C) / CL Q LLJ MP-TEL Q wCO J < EP p vUi 0 I � I I dbC I 1 I AHU 1 3 MAKE- P AIR L CONTR LPANEL m N ol co sD \ LO SE z I � I � I j I I d° 1 UNIT TZ'BASEMENT PLAN W/WALKOUT E-1 SCALE:1/4"=1'-0" ti zzW EP W OL NO O� y = C co V v H yam, j0 CP O�o G W U a tu C O U = 3 d ZS WP ay/ \NO C z a INIWr/ryyy \ Ki / I / to ,o s 1000, / OPTIONAL __��/ �\ �� ~•'V C�\IN GARBAGE DW \DISPOSAL \ Q \ / C I H �6 GD JD-- I //0 FP � [�JFP100, '/ ° /� '/ Z 0 / / / 1 TEL D.e}y i v) �C / / EF - - KI/ ��// ice/ EF I I / "-- \\ LU a TEL ji � i / --- � REF / C C® -------- ,60y/ GO \ _J LOCATED IN THE ATTIC HEF 6 ��\ 1 \ SF ® O N \ \\ Il 1 0 �C X �O \\\ /'Q' /� Q O N ° TEL D x U \ V od LU =@C d Q , U V, cu j Q:� C) U 2 \ ' LAATED IN AHU O 1 N. \ \ i -/,/ THE ATTIC 2 \ D GFP W GFP c iQ cU �� ---- � � ---/� --- �j & OPTIONAL e ELECT DRYER loe \ I I Jul OQ TT 4� FURNACE £1 l U WP / _\ 5 CO-\�N 1 1 Cr \ i DN T OO C� UPS / \ 3k3� 44 11 O Z\n ® 3� \ O\ O -� - r` � _ - \ Q ► ao N I W \ a TEL CAI EF TEL> �--- / O O \ // CONTROL OF Q Q � N \ / ATTIC LIGHT aCEIGDO � _// U N � GDO / I / � Z \\\ \ �EF EF Q� W 100, C qpc / /� WP =0 wP 6 1 UNIT"D2"FIRST FLOOR PLAN E-2 SCALE:1/4"=1'-0" 2 UNIT"D2"SECOND FLOOR PLAN E-2 SCALE:1/411=11-0" PLUMBING LEGEND GAS TIGHT BASIN COVER VENT PLUMBING FIXTURE SCHEDULE ___-_ SYMBOL ABBR DESCRIPTION _"DISCHARGE PIPE TRIM CONNECTIONS s S or W SOIL or WASTE PIPING INLET .�� SYMBOL DESCRIPTION MANUFACTURER MODEL# SOIL/ COLD HOT REMARKS ` MANUFACTURER MODEL WASTE VENT WATER WATER s S or W SOIL or WASTE PIPING(BURIED or BELOW SLAB) -———————- V VENT PIPING VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, ® PUMP MOTOR P-1 WATER CLOSET KOHLER K-3551-0 - - 3" 2" 1 _ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 -—-----—= V VENT PIPING(BURIED or BELOW SLAB) HIGH WATER ALARM r`� SEAT,SEE ARCHITECTURAL ELEVATIONS& FLOAT SWITCH - PLANS FOR TRIP LEVER LOCATION Lw LW LAUNDRY WASTE PIPING PLAN VITREOUS CHINA,TWO-PIECE,1.28 GPF,WHITE, W 0 ————LV———— LV LAUNDRY VENT PIPING - - 1 - ~"'~ ELONGATED BOWL,TANK TYPE,KOHLER K-4636 P-1A WATER CLOSET KOHLER K-3998-0 3 2 /2 SEAT,SEE ARCHITECTURAL ELEVATIONS& o ui o 0 0 0 Iw IW INDIRECT WASTE PIPING O _ PLANS FOR TRIP LEVER LOCATION _ � = r 3 Iw CWW CLEAR WATER WASTE PIPING u f�' �„ �„ WHITE,VITREOUS CHINA W/OVERFLOW, � ^Z u TP TP TRAP PRIMER PIPING CHAMBER VENT �TO BUILDING SANITARY P-2 LAVATORY KOHLER K-2210-0 KOHLER K-10273-4-CP 2" 2" 1 1 POLISHED CHROME FAUCET W/POP-UP DRAIN. a SYSTEM SEE FLOOR PLANS G G NATURAL GAS PIPING GATE VALVE cw cw DOMESTIC COLD WATER PIPING CHECK VALVE P-2A LAVATORY KOHLER K-2359-8-0 KOHLER K-11076-4-CP 2" 2" WHITE,PEDESTAL W/OVERFLOW.POLISHED /L" CHROME FAUCET W/POP-UP DRAIN. .� �F NE � K� Hw HW DOMESTIC HOT WATER PIPING Gr.-••�-• P-28 LAVATORY KOHLER K-2210-0 KOHLER K-11076-4-CP 2 2 WHITE,VITREOUS CHINA W/OVERFLOW.CHROME �IDCW NDCW NON DOMESTIC COLD WATER PIPING o �" � FAUCET W/POP-UP DRAIN. BALL VALVE STEEL COVER d6 NATURAL GAS VALVE FLOOR SLAB UNDERMOUNT STAINLESS STEEL SINGLE BOWL, 4•�' '`:"',`� 29'I/2"x 15 All x 7 8§"DEPTH,PROVIDE GE , BALL AND DRAIN VALVE INLET P_3 KITCHEN KOHLER K-3183 KOHLER K-10433-VS 2" 2" �„ GFC325V 3 /4"HP,120V,1 PHASE,60 HZ DISPOSER, DRAIN VALVE HIGH WATER ALARM SINK K-8813 CONTINUOUS FEED WITH DISHWASHER DRAIN PUMP#2 ON CONNECTION,SINGLE HANDLE KITCHEN FAUCET RPBP REDUCED PRESSURE BACKFLOW L12" PUMP#1 ON W/PULL DOWN HANDSPRAY PREVENTER w/VALVES db OS&Y OS&Y GATE VALVE P-4 ICE MAKER BOX SIOUX CHIEF OXBOX _ _ _ _ X2„ _ %4 TURN BRASS BALL VALVE,LOCATED BEHIND FLOAT VALVES 696-G1000MF REFRIGERATOR,WHITE FINISH vlv VALVE IN VERTICAL (TYPICAL) SHEET METAL SAFE WASTE PAN 2"UPTURNED OZ TMV THERMOSTATIC MIXING VALVE Y1=3 WASHING EDGE.SEE APPLIANCE SPECIFICATIONS FOR N Y2=3" OXBOX ONE — Y3= P-5 MACHINE VALVE SIOUX CHIEF - - 2" 21' PAN SIZES)REQUIRED.DOUBLE HOSE BIBB ii TRAP PRIMER - &DRAIN BOX 696-2413BF OUTLET CONNECTION ACCESS BOX W/2"DRAIN STRAINER PUMPS OFF SECTION vlEw CONNECTION&WATER HAMMER ARRESTORS. BWv BACK WATER VALVE K-TS10274-4- BATH W/INTEGRAL APRON,60"x 32"x 20".LEFT& K-1150-0-RA 1 1 RIGHT DRAIN OPTION.FACE PLATE W/HANDLE, (lei Q FLOOR DRAIN 1 SEWAGE EJECTOR PUMP DETAIL P-6 TUB KOHLER K-1150-0-LA KOHLER CP 2 2 /2 BATH SPOUT,SHOWER ARM W/FLANGE AND Lu P-0 NO SCALE K-304-KS-NA SHOWERHEAD. F—-J �3D OED OPEN END DRAIN 0- NOTE:PROVIDE PIT EXTENSION RING(+/-8")AS RITE TEMP SHOWER VALVE TRIM. W/HANDLE, Z< M -- METER w/VALVES REQUIRED FOR POSITIVE INLET PIPE SLOPE P-6A SHOWER - - KOHLER K-TS11076-4 2„ 2,. 1/1„ SHOWER ARM W/FLANGE AND SHOWERHEAD. L J N PIPE UNION E-CP FLOOR DRAIN,SEE SCHEDULE. 0 C) O CN L1J 0 3 PIPE CAP OR PLUG P-7 SLOP SINK FIAT FL-1 KOHLER K-15270-4-CP 2" 21' UTILITY SINK FAUCET W/LEVER HANDLES (D Z } PIPE CONTINUATION THERMOMETER LU Q LLJ (� J L/) Z N LU -0 PIPE UP THROUGH SLAB ABOVE VACUUM RELIEF VALVE Hw s FD-A FLOOR DRAIN JR SMITH 2108Y-A - - 2" 2" LAUNDRY ROOM UNDER WASHER Z Z O j ♦ PIPE DOWN THROUGH FLOOR SHOWN BLADDER TYPE O Z __1 EXPANSION TANK HOT WATER TO SYSTEM r= CO PIPE RISE/DROP SUPPORTED FROM FD-B FLOOR DRAIN JR SMITH 2O05 - - 2" 2" SHOWERS = J oc W&T WASTE AND TRAP STRUCTDURE w J U CO CLEANOUT U AD AREA DRAIN JR SMITH 2142-U - - 2" 2" - - V)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 - - - _ �4" - WITH INTEGRAL VACUUM BREAKER W&WV WASTE&WET VENT UNION(TYP.) BV BOW VENT HOT WATER 20 GALLON,240v ELECTRIC HOT WATER HEATER, I T HWH-1 HEATER AMERfCAN VSCE32119R - - - - 1" 1" 4.5kw NON-SIMULTANEOUS DUAL ELEMENT VTR VENT THRU ROOF PRESSURE&TEMP PROVIDE WITH EXPANSION TANK,SEE DETAIL I— Z VIF VERIFY IN FIELD RELIEF VALVE FULL SIZE DRIP PIPE TO ELECTRIC 0 NTS NOT TO SCALE WITHIN 6"OF FLOOR HOT r n WATER 120 GAL v CFH CUBIC FOOT PER HOUR HEATER O SF SQUARE FOOT iv Q DRAIN VALVE N g L.O.W. LIMIT OF WORK N U.N.O UNLESS NOTED OTHERWISE -6"AFF V&C VALVE&CAP FLOOR Q FM FORCE MAIN O N (INV XX'-X") INVERT ELEVATION ' ` N 2 ELECTRIC HOT WATER HEATER INSTALLATION DETAIL v P-0 NO SCALE Z � r-- GENERAL PLUMBING NOTES W 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 3,LOCATE ACCESS PANELS IN NON ACCESSIBLE CEILINGS AND WALLS FOR ALL VALVES,SHOCK ABSORBERS,CLEANOUTS AND ALL OTHER ITEMS THAT REQUIRE ACCESS TO PROPERLY MAINTAIN OR SERVICE THE BUILDING. 4.ALL SUPPLY PIPING GREATER THEN 3/4"SHALL BE CPVC TYPE,ALL SUPPLY PIPING 3/4"AND SMALLER SHALL BE CPVC OR PEX 5.ALL PIPING LEAVING BUILDING TO BE A MINIMUM OF 3'-0"BELOW GRADE 6.ALL SANITARY PIPING 3"OR LARGER TO SLOPE AT 1/8"PER FOOT MINIMUM,PIPING SMALLER TO SLOPE AT 1/4"PER FOOT MINIMUM UNLESS OTHERWISE NOTED, 7.ALL SANITARY PIPING TO RUN BELOW FLOOR,ALL VENT PIPING TO RUN ABOVE CEILING UNLESS OTHERWISE NOTED. CD 8.ALL PIPE PENETRATIONS THROUGH FIRE RATED ASSEMBLIES TO HAVE FIRE RATED SLEEVE AND PACKAGING,SEE ARCHITECTURAL DRAWINGS FOR EXTENT OF FIRE RATED ASSEMBLIES. 9.MINIMUM INVERT FOR SANITARY STACKS BELOW FIRST FLOOR TO BE V-6"UNLESS OTHERWISE NOTED. 10.PROVIDE ACCESSIBLE CLEANOUTS AT THE BASE OF ALL SANITARY STACKS,PROVIDE ACCESS PANELS WHERE NECESSARY 11.PROVIDE 1"GLASS FIBER INSULATION FOR ALL HOT WATER PIPING. 12.CONTRACTOR TO CLEARLY LABEL PEX MANIFOLD OUTLET PORTS FOR EACH RESPECTIVE LOCATION BEING SERVICED z z Lu E Au 0 0 O o C00 V� H N j O [P G u,U Q W CO O Q p � c U x t 3 U ^Z Z5 U Q �4"CW .1w' n �,pF NEyy" 3 F*� FyyQ���s J""'� 2 T a- �4 'H W 2'W&V HW---4 h"C W cw—ti 7 vi Z O tN 1 W 4"S Y2 0 Z W (6)1/2,- •-{ :�i v) (7)1/2"Cw Lu Z N _ to Q J N m EL O o '-s Z O II m � N - 2"V D 4' O D C' iii LJJ U J Q 2V Q w U Q � N 2 wW h"CW&lh"HW TO PEX MANIFOLD TYPICAL TO INDIVIDUAL h'HW ----t H FIXTURES ' P-2 �+--HW PEX MANIFOLD L . A'G 1"VALVED HW DROP F�A 60 CFH�u 1' 1"VALVED CW DROP `21CW_.w_ CW PEX MAINFOLD 2"V — P-1A 3"S 1h"HW = P� 1„ �1"CW 1h..CW -+ r^ O 2'W 1" DOMESTIC WATER SERVICE REFER TO CIVIL v 2 V N — FP SERVICE DRAWINGS FOR " 2 V—+►Q C1N� CONTINUATION �/ N u u DOMESTIC WATER SERVICE W UP TO ABOVE GRADE BY SITE CONTRACTOR 4 FP SERVICE (SHOWN FOR COORDINATION ONLY, (4)h"HW SIMPLEX SEWAGE EJECTOR (5)h"CW (60 CFH)I 120 GAL ELECTRIC L � SE-1 I HOT WATER HEATER SEE DETAIL UHWH-1 O N nL 3"RADON 1J (2)h"HW 3"RADON N (3)h„CW r.._ FM W S� L A r— U N %4"CW 4' o y O o 1 UNIT"DT BASEMENT PLAN W/WALKOUT P-1 SCALE:1/4"=1'-0" z z Lu E w- W j-q 0•o co U N ;p [P O W V Q M m 0 NOTE °C 4J o- a)a ON UNITS WNVALKOUT BASEMENT O ~ U WALL HYDRANT SHALL BE LOCATED ON V L z WH LEVEL BELOW 3'-5'ABOVE GRADE Of Q 3/4"C W e , pua u�ti, rrr ()F "Cw e* a f O P-1 (2)2'V CW = = Q 2..V • 3"S 2W 2 W&T �—PROVIDE W 8 CONNECTIONS s 3"S FD B 2v • o•: %1"HW 4� %2"HW TO DISHWASHERBELOW COUNTER �� y E.CW /2„Cw I� "CW • E G �O HW • t F PLATCOE 2'W&V P-2B P-6 HW 1 f2'GpT�Oq s �---0�"CW f2"HW P-3 • 2'YV FI�O CF f' -0 2'W&V A"G(25 CFH) /2 CW /1"HW 'A'G 136 CFH G G CW 2"STUDOR VENT 4" —G "G TO 1 P-2B �-0 /2"CW 2"W8V—� /2"H W 4"G 136 CFH�j s 2'W&V %1 G,25 CFHi FIREPLACE Z y h"H W O -�&CW in „CW G P-2B W. 2'W&V w P-1 h"HW 2'W&V �g h"HW 0 • �%"CW � g 4"S 2•v 3"S P-6A Z 0 FD-B O ktw 2 v—. 3"S h"HW E) U s o-�—x� h,-cw cw Z •�--ti(6)/2 HW 2"V 8T � Q N •--A(8)36"CVV 1 _ 9-4 /Z^F.IW �. CN h.,cw o yh"G(182 CFH } 2v--o (� O ! N Z J '� 2"V-moo Z _ � D O CL LLj „HW hCW w /2 <U Q 2"LW 2"V 1/2"G(20 CFH ro'" C •-- k HW cn G—i p G 2"CVN P-5h.CW a % G 2"W 2"V 2" 2"HV1� I4"G(60 CFH) 2"LWBT --2'3/4"G(60 CFH 2'W8V "G(20 CFH �'CW--\h"H W P-7 Q • o `� F— Z 2 h'HW 2 V DOMESTIC WATER METER CW 3"RADON 3"RADON 2"V ,[ 3"RADON 2"W 3"S ��MINIMUM 12"AFF 0 2"V---o• O 2"V /2'Cw 2 W/SHUTOFF VALVE 0 4"S START OF PLUMBING WORK ^/ (_��• /4"G(60 CFH,\-- DOMESTIC WATER SERVICE DOWN TO W P-2A BELOW GRADE BY SITE CONTRACTOR 4 P-1 N (4)h HW � 2� P-6A P-6A Q �3"RADON 2'V 2"V 2"FiOX (5)%2"CW h.HW D B D B �(2'/2 HW � � Lo 2"V 2'W8T 2"C,/�; rrrrrrrrr h.CW •(2;f2 CW N r2'W&T ,4,(' y___• � 1}�2"G r 326 CFH) O " �• /11"G(60 CFH� G 3"S 3"S (2)h..HW GAS DROP&VALVE ! ` N!6 HW 5---•(3)h" v CW • (2)h"CW h"CW h"CW START OF PLUMBER'S WORK �(2)2"V o—i BY PLUMBER P-1A • • P-1A(2)3"S PLUMBING CONTRACTOR TO 3"S o 3"S GAS METER ASSEMBLY • ` PROVIDE INSULATION ALL 2 BY GAS COMPANY ^ rl PIPING IN UNHEATED GARAGE 0 • PLUMBING SUBCONTRACTOR 2'CV1X \GAS SERVICE UP FROM (2)I2HW TO COORDINATE W/G C TO BELOW GRADE BY GAS 2'W&V P—2 p_2 MAKE ALL NECESSARY (2)h"CW °—� COMPANY (2)/2"CW C PROVISIONS TO PROTECT 2"W&V Z PIPING FROM FREEZING (2)36"HW r— --`3/4'CW WH+a c\j 1 UNIT"D2"FIRST FLOOR PLAN P-2 SCALE:1/4"=1'—0" 2 UNIT"D2"SECOND FLOOR PLAN P-2 SCALE:1/4"=1'—0" z z W mo Em 'L�_ 1•••y b•• j O C OU C W U Q� p O O C)0 O _ 0 U = m U Z O U Q ,�11tl1YryM� F*`J'C�� Fy•'•�'i L SS�1 zV z _ zv i K•�1 �-s�r �45i 2'v 2�v N z O tN W 7'V 2'v Z Q J N 3"V PIPING RUN CL _ IN ATTIC SPACE LL. N 2V O Q O +-4"VTR - N A G;I 0 CFH) z Z D TO AH-2 ATTIC O � m zv (L ii.i U Q ~ p CL V %4"G(60 CFH) 3'V PIPING RUN IN ATTIC SPACE z'V z'V Z 3 (� O 3"RADON 3"RADON v Q THROUGH L ROOF � N zv 2v Lo N N- - U 2 L a� 1 UNIT"D2"ROOF PLAN P-3 SCALE:1/4"=1'-0" i0 8'WE W!64h Oe Bt-\ tQ+r 8'UJ tDl(r7l �\ �1 KIN F1 RM NT \,i1 i +t" �,-fltfSlKG tl 00700FT sts1 fl:f131 ft5 f r - W9IAtC 1 MULBERRY COURT UNIT B t , ' s �'��� _ .15 y RYE B ROOK7 NY. _ f�-° ' L WATER SUPPLY i6. S-AT1C PSI 5c PSI �� +�its +� 5 1-iS.i-TM=a" n' 16 -�1F 3 'SI: 40 P51 f1 EN `�TJ I �-� 1 r-L FLAW: OSG GPM i< +,9 l�t1 �,1P —_ L. H o f 12` , f j ----:--_:::�_.:: +,°� C'iiSi~R H'-'LA:rNL'EF iAP1; f,° \ >fu .� in�MVP(TtP) i C�-23 R0�'imt (.LUSTER AA°-t Horf't1sac LAI NFPA-13D GENERAL NOTES �c Et�I,InPx=J�l� � � PN. 912 � 1 at r � _, woo£CREW ate.>>.� ✓�.,f, J / \b l CLOT, - P�INROSE:NNE 'c ILEN�$RR URI-'W >t /� ;•/,j� s' 177 , >S P.CC Hohl')'w.KL...Ar._ I :� SYSTEM DESIGN-RESIDENTIAL AREAS(WET SYSTEM) �� � � � �� ', � r- 1 CLIMTER -'PRO.OSE LANE Nr fa r + n ���� 171 1 :LUST'P 11 -E F►FiiQSE 1I�C SPRCVALEP SYSTEM IS A HYDRRtR3CALlY CALCULATED MET SYSTE)t' , ; �\ ,f3 f �' � }�/ VAN IF 0,1M 1 C_ TLR'�rl��-LC.��LANE I PIPING HAS BEEN SIZED tfSttiC A t3CJ1T NAZARC DENSTY 0F_tir GPk OVER MOST REPOT 4 SPfSNKLERS I fptpE�' i f''� � `y;�,f lie\�`� ��3%,:+ts CL!S R�-16 JAS0E LANs: I BC A COMPARTNIENT USING RESIDENTIAL S14dNILR HEADS. :t,,,•`-�\h ti `�/>3 a f18 ���,,` /)17 ! Pipe 'US 'W-E jASMK LANE i AXIMUP Sr-R.tac,EF HEAD SPAC;NG-324 soft. /1 �SvMU,-ESCN PER N.F.P,A JQV(:trio EDT!arf;--- C,rr9-THAW ER. N� r 0.73 ER ccC--'11ULSEW1 Coutr '1;PiPEMATERIALS CF:a�+ANGkzi- r'E f`��\ (S0' >) I, �\'� fi1 3 \;ALL PPE AND F"o4GS ARE ELAZZMASTTF CPVC -� i -/f' �C 1? woa TFLS`CrT 1?EAitr ! wcob scael,u;e r r_r C3_,•,CONTRACT INFORMATION .� , ,P %C'7D Russ Cr,C BEAM J I word'LWDS TMS CCNiRMCT C:ON�CF T.-z FMLCWWG- _............... .... _ _-.._.. .---.---.-- _1 �_ -------:_--- _ -.., �;' fs `-WAIN k M ustzHaorta 13 f1 \�= DESGN ATv INSTAL A :RKItIG`P�"" sYSTEu t rC.F.F.A OFFSETHANGERDETAIL HALFSTRAPHANGERDETA/L >i !----- r �°, f, i-OFAr-f STCPPi'fG STALL EE PROi(LID 6Y TF•f OMit�Efi,M1'ACCORDANCE%ITN TINE 1.8G 2CO3 EDITION Xrs.. AfTS ` f8 ts \ •A \1•�'" BATHRX161S 1ES5 THM 55 SC FT 9-AL-HE to COACIKlA►ICE wr THE REOLiRES�N1r CF NFPA-13F B 6 -- j H • ALL BR1}+P.COTif ARE NO"CC>fA9UST�LE SHEET PC.:n M:TH A 30 Ml"TIiERMA1 EIARfiDt 7 \ -CLCwTS LESS 11,Ah 24 SOFT SHALL BE iN C:OMW_+ANCF WTI-114E REOUIREVENTS CF ifFA-,3R 8.6.3 -----_- ---- --__.__ !i �-Of OSTC'4WvSY7S11LM QOS?TS ARE CONSTRUCTED OF NONCOMBUSTIBLE SHEET ROD:Wr A 3G iB".THERVAL BARRIER r -----^�,�_� c i_VATIF APPLY LN. I-EYTEMOR BALCONIES SaRLWL.E'R PROTECTION i5 PPCVIDET ON ALL BALCOMES AND PAYi tS U°Dvff1F:G Wit---' �'jr- �..�-..-.««_-_--_-.-.- i ! i � SITE PLAN Ill CROM TO THED3ST ,- ! _ I ' �->h\PM==11'2sr MW OOF'i M CM.IW 11MC-P vat• hi•tea iD oom, fi7t TS IN ACCCRDANCS xTH 1HE IBC i0C3 EDITION.SECiL�N D012.1.2.11 - -_8 -�i __ -----___.---•------ E'' ((' i WIF 1�R01 41fX Wr s w3 GLEE it 1'IFST/WAt�Ykk N T.S '`ECS1N"tt f�IIE Wlti 1-A-r,-s ARE NOT usm Fop sTOFAGC ANC Do NC?CCA:TMN AN"Fu-.,;RED Eotrj: , WAL-IN _-- �• '+���\---- --�i r i -- - 1 / ,rw I�!E'GTE YJl1f Y9F!WE d7i- C L t { ` ii tY Y&UIX km,w lkimeJ11 YAM Wr C'11'rM A MUM llil'WU ! ! - -_--.__--•- --- i-:--! -.�_ -.--. •.�, _....._.._.____ __----.. '. i : � may, NOTES TO THE OWNER I� °_:, — i__.._.__ V L__��-�_L_ ! 1 ,r.►,.InaLc>a ta0°ar PER NFPA r• _ 6_8-MAINTENANCE i i--•- ' t _�.o i i•J \ +'hM .i `�� re.9 1 THE OWNER SHALL BE RESPONSIBLE FOR THE CONDITION On A SPRINKLER SYSTEM AND SHALL KEEP THE SYSTEM IN NORMAL OPERATING CONOITiON I (, ✓ - I BASEMENT i 6.9.2 SPRINKLER SYSTEMS SHALL BE INSPECTED TESTED AND MAINTAINED IN ACCORDANCE _7o I --'-----_"-"'- 7'i"a 1IOCEL'AID0.1IaBS'WWI OED'[E1�n f65f1,QY Will WITI-NFPA 25.STANDARC FOR THE INSPECTION TESTING AND MAINTENANCE OF �{h� ram `°"j 6-C•' __ 1 � �Y;"BUtIfJEl`,bLtS�IHr Cp{Irt'A!NtFRML U►AtR 571MIS WATER-BASED FIRE PROTECTION SYSTEMS. BASEMENT FLOOR I t , A.6.9 THE RESPONSIBILITY FOR PROPERLY MAINTAINING A SPRINKLER SYSTEM:S THAT OF THE r ELEV-0-0 OWNER OR MANAGER WHC SHOULD UNDERSTAND THE SPRINKLER SYSTEM OPERATION j .�.., �-� -� -•"`-`-- �"`;ii---� --' ---"�`--'-" -'; { � � FOR FURTHER INFORMATION SEE NFPA 25.STANDARD FOR THE INSPECTION.TESTING AND MAINTENANCEOF WATER-BASED FIRE PROTECTION SYSTEMSADDMONALLY r- 4. tip. f 1'YOU MUST MAINTAIN SUFFICIENT HEAT THROUGHOUT THE PREMISES TO �r _ _ __ I PREVENT IHE WET SYSTEM FROM FREEZING i ., -J �''• !j,=� -"-- -= = •. ' SPRINKLER SYSTEM RISER DETAIL 12)YOU SHALL INFORM TENANTS OF PROPER CARE NECESSARY TO MAINTAIN � -- -_ __. _ N.T S! THE SYSTEM,. i L?=.rSF-.1"1.-y._�-�..-_•._:: -•-----...;.. -r't _ .� 1- 3+IF THE CONSTRUCTION OR OCCUPANCY IS ALTERED IN ANY WAY, ' 8'-D f� 1 k 4 li�•r—; - ( s -_.____.__ i j T14E SYSTEM WILL HAVE TO BE UPDATED ACCORDINGLY. f--®o - --;k._...__"_ ATiXS s"uIr W aol Fagli:nE:�WS- ( C r.riCT01 FER WPA I. '—WVSi E.6 5 rl, ! : .),I STAR::I EXEC LWO3"H,Orrin'FIX SF W.'NO Uli:,G � � � _, ;{ L 8-E- EL•___:.}if y �-� A10 hTA&P FZI�DSau(8 C8fI6; I �' 7- i2- 1-_-f• _..: - { f\1 i°t ( 2 CONTFOL VAI VE A41.l'I}N' ^R ti'wRli� i- i '-&-G n--1 t 'ter PRE tU0`MI,HDHtZOt{r/� I IS 9`'OTPEK MACK RR RROTECTIQN'S CONTRACT i s.>1!r�_4ts�LEk(tiv; r ��CItiS AT Fi ;: �r „ 5 "j• � � f- I 1 E Z` R:S C�' �`�h1ER�IIM� EI i 91,S`I) } r Tti mm,M u,�Y u�L,ro sue-UW Era;____ii 13 UNFINiSH=D `s I t' 1 i MASTER m MASTER y' o TNF BASEIdENi 1 -- - 'TIU7Y ;ONEX&VATED: LR:, _ t G � I BEDROOM BATH NOVi,� Ca UNEXCAVATED I •' ; j �, 1 0 1 SECOND FLOOR ;�_ ; I ELEV.-19-8 �� ------ ----- -^-- ---- -- -.. , tIEiECRI:ASS!:IT, f�_ �p - M L RM0111fi EttMika PE�d-ri tpllh'w OP.: ' 'Ch13!EC 811fM VXAS Ltr C7t AY A iA EIM U&I'D -7 i IV,1,-Qr.IOX *M''.7 210IxJDERfiA,HMV!IM CURTI A tpiFFlfk TAt7f SW13' tY LaTluc i "tiY efiutat EACEL ZaF t 3r1ec r.:�;1LwT : I; G i I `1_ KITCHEN 1 LIVING ! wk T t TlCii mi.wa msw-mrE a''TfS/w wLSf ROOM FIRST FLOOR IC ELEV. 9'-6" PERMIT -- - ---�—— - Wfrr RESZE X T11CFA.IT?FfrtTiEtt1 SPlt IER I YP.)— 3'5 r;---------------------------------- -- ----T= — ,. _r_ ;_ a— _ FL S6 _---- WALK FINISHED ^ ter i ti; CL BASEMENT NN ?k DATE A P P R V E BASEMENT FLOOR _ ---— ------ - UN/T'W"-RIGHT ELEV.-O C" f1 ,• ii. � !C•J OF NFfy r,P�%uGENF}O BUILDING INSP CTO i age of Rye Brook.NY BASEMENT FL OOR FIRE PROTECTION PLAN BUILDING SECT/ON'A -A SCALE.-1,4"-1'-0" _ . SCALE-1/4"-1=0" A °jC''"' SYMBOL LEGEND SPRINKLER HEAD LEGEND JOB INFORMATION - --- - 1 Al!pipe locations are to be field measured prior to fabncabon Whether or not Indicated an the drawings,the following Items are to be provided: DRAWING TITLE:BASEMENT FLOOR FIRE PROTECTION PLAN SYMBOL DESCRIPTION SYMBOL DESCRIPTION and installation by the sprinkler contiacicr Head Cabinet spare heady,ano head wrench per NFPA 13 ----- ---- PROJECT:KiNGFIELD DEVELOPMENT ^� Q H•11AAAGFA{Fr7t-I�C?f ' !L?S1iE R�C9L'R-0:Yt:4COtiCEAtfIPE187DrSPR<i^FT 1(rNJr Ka'=.8'Yi,E�i} 9Y rrJ,?71F __ REvlsiONS: t DATE: f `V 2 Al'dimensions shown are end to end Provisions for flushing connections and draininc of all pipe ! ------ --•-• __.______._._.__-_- ADDRESS:INTERNATIONAL DRIVE Lter.� E.EeATO:4EERLO'DpC ME. CONTRAT#:D000 -;—- r 3 High temperature heads are lobe field installed where required Inspector's test connection shall be provided for each system i --- -- CITY:RYE BROOK STATE:NY ZIP:10573 +? E EtRi.CEOYrittTyECRCln_ 0.1. GSS:'t1rA PfSFCtI5E0!R:EkEt'FEIrJEt6S R7M1Et!^hT K•SE @:f3°EtREE SV!�a�ilt5 -- --"*- , 4 All pipes and hangers are to be installed per NFPA is -Hydraulic identificabor plates&NFPA 13 required signs ---- CLIENT:THE WARJAM GROUP PHONE:(9.4)761.250 La. (ins zc-°,.F_TAr,7'.,.,5WCrST:E. CDNSTRUCnON:WOOD �, 5 Gridded wet systems shal•provide a relief valve per NFPA 1.3 , ....... ••__--__. __�__. LTD. P R ■ ■ 6 AP new piping is to be hydrostatically tested at no'less Thar.200ps, it is the building owners responsibility to provide adequate heat for all areas in the .._. � �tN3!$iiHt � R?3a5LEF!RES!!'>#w°5,1�!t?�Zdr tiS�EvaLLs��at��:r'vP y,E�+tTbDEcAEE,57 RRJat1 -- ADDRESS:5 INTERNATIONAL DRIVE•SUITE_ 4 for 2 hours,or a!50psi in excess of the maxim,Lm pressure bu�lding protected by a wet type sprinkler system and for all water filled supply pipe valves i G !tE4CEiEFA c'DRt'iGEf _ _ -_ -.._._. OCCUPANCY:NFPA 130 CITY:RYE BROOK STATE:NY ZIP:10573 1 5 INDUSTRIAL PARK PLACE,MIOOLETOWN.CT 06457 _ ��{}' PtziFS<U' ` i"£11�L:f:?'fGl�i:�SRkk%F%h-tCiYikS:.iF15fLEPATAQEtS f�',Y`E.�iJiO'c.C'i•'.FS�eritgi— - + when the maximum pressure to be maintained is in excess of 150psi. and system risers to dry type systems ,--- -- SYSTEM TYPE:WET P'$60.632.8053 F'860-632•8064 7 A quick opening device is required when dry systerr vo:uine exceeds Air pressure shall be maintained on a:l dry types stems by an a -•4/-9- H';r,HllISDGtN. y approved automatic air i DATE:D3,27'2J T 7 FIRE SPRINKLER CONTRACTOR C17NTAl^ 500 gallons per NFPA 13 compressor or plant airs stem specificall approved far and ca Bole of automatically : _�}_ WEFSM!"PRE W_ ^--RFsY1In7,tat,'BIOEN SCR NrER'•IF,gzA44•r;DMNE"S m-!rmlHg,fl r.WS` g p p R Y y Pp p Y "' DESIGNER:CHRIS JUDO PHONE: 39B-SD2 WWW.MACKFIRE.COM 8 NFPA 13D apply as required maintain the required air pressure ; C• _:]i PFE�°7cr�a.atG slmitlts AHJ:PORT CHESTER ■■__ dot;�Erutiu.otlEJSTN Td} TOM TNIS SHEET:,19- TOTA_THis Joe;-54 FiRE MARShAL E-MAIL:CHRIS@MACKFIRE.COM LICENSES: CT:FI-4029' idA:SC-120494 RI:00034" Y... KIN F1 V PM NT 1 MULBERRY COURT - UNIT B RYE BROOK? NYE ---•_-.-__.______.----_-_�___..._._f_ { WD.DECK OR I PAVER { I '' ii T- - HYDRAULIC DESIGN 7,T �- ! I CALC••iP_EA►i SECONA FLCK)k i �I r4A5'TER At�ROOM /�-� / \ `•, HYDRAULIC DESIGN CRITERIA I: '�- _ Density' V�-- •' 'r" r it VARIESi „ SpcC g_ hi i K Factor 4.sHose AilowcnceHYDRALTL 1C DESIGN A ?- ,- z-:o i I 'A� ++ ../J.�{{Y�/� �.' r �l �1 r'-�<;j ram:C AREA I. t I d /�� 10-0 {ram 3-5 I', ? 1 JLtlI 1 e �A� FaLST FI AOR / I+ ti� v i I �. i E /• , ` Designed iv[1iSCl?DfOE >;tTr1+L� ,. 3'-?c r i This 5 tom is Desi n r �l���tt __ % I•. .. C at c Rate o, 035 GPb!per so it eu1 cf=lean Arec Over c P,emoie Arec of \1t�Rt'V l is i i3 !y It _S 9-C I? i f I t 1 Sprinklers when Supplied witt'Y1ate' i/ RO FIK&K Tll•'SK ff TIE Wim t f i! 1` HYDRAULIC DESIGN CRITERIA ! ` --------•--•i---------- .-,..., --i ,, ,.-- -�� If CII�c:cr rE fp1 I! , KITChEtJi ,. ? _.Vlti� --_ i i ' :, / MASTER _ ;�— at the Raie et 2fi.3 G.M at 38.9 P' Density 05 i - �., _- -7_,_•;, _.-2 ID ____ .__RnOf'A---- ---+ I, ? a, t la CCti 'i / 1 r:� -� rs• e:� :0i I >-' ri, ?;.r. `�i ,~r- �.-, i 1_ll f the F� 33/ 1IC h. BATH �1 {i I $aCino VARIESI, o Fits K roctar�4.9 -�!' _, ! 9'-Q• i�, i t Hose Ailowcnce - �� >t4 ---••----_ _._--- __..----•--_..�_�.:.� __._.. _.._.._.._--••-•--•--.._.-_•--__..__. __.._T '.�;— MASTER �u°� rris System is Designee tc Discnnrge BEDROOM at a Rate of 05 CPM1 per f' __s ; r-)M%kl.e4'WELf"OI R 12'4:AM W-r�oD+tx WX sc t tc P , 1 fvNiluca�IIvrL of Flccr Arec Over C Remote Area of i /-*`zJ -i� � � % jrj-+e`•-��.ite+=� 0'!tk ------- ` 7FI�QFA[iVEMI Rim MO BEtCN ik1? I :/, I Ta- ^���+ >�,•� /� i I Sprinklers lied with Water :{ i "1 60a• i t qz) ` f} SFR9 B Piri AMC 9we KIL YtE EE j afiak r_Ca:Pu41C 5PRD1FF.PR 2 rinklers when St a',the Role of 26. GPM t 3' PS;i �- _- - _ , 1-*ram y ==- -- _--C-•i P PP n c ?- 1,�-- �.J .ter_ _ Ply:_:9'-t_ � ; FIE FIN NSllA M SO MAi KAI M'Px 40Q11 ? 1 �? � � 0 I/t, } L 1ChI i^� Ba0!CAN Iff1VMK k,iCFliltik IDIPQfATilQE ' it a:the Fr N •'• i , ; ( r �F10U5 ,RYJt£Al F1ft Akl SFftkQRi /. 15CHStt7.OOt {{/ (l5 1•e9-1 N / `4y i,9 on ROW ? I EJ ~.- 1 ?�� j .`,�''� •_ _ _- t�-__.`ti i '1' 4f .ti'` -'ii.Tlll...---- .__ __-'.-------•-'-------- iG:n -- ��_ •�/ y,% 2,IVCFLPF..FPJX'. i i 3.11F. •O` I• C.� i}° 1. 'i- i i _ -F"-%.TK C J Fp'ui�i S R•.KLr ' LatJ1V()>ZY _-i 771 T EldfRriK(lh7 rF SFnrr.:tuts W L:r;—� `' = LJ %.,�j•�•ti -�` '_..__ I_.,^. -- -- ----- ?r i ? ' S'-a" A F i — -- u Ill '.>�- b;Nr�� _ IiVSULA TION DETAA FOR ALL SPRINKLER' `� C ��� STAIk � i AL�, � ' 1. i, i,,�—� ,. � �' �: T:, -� STAIR , ', `' 1 v,A K $ _ ; I %W 11Pf M n noft sroi(111 lA?96'�rin - _ b'?-, o \: _--- - _ -- _ __--- -- ! r 1 ! i \ CL: -- _ _INORADJA CENT_TO UNHEATED SPACES 4"lW1ia�IRF f~r�' 1 1 2-F r , t ___- '_..__..-......--- N.T.S. , Fig S:AICt WIT.lA C r-L "� y ___._.__..____._.. iHALLt ? ` RIt me Paw.fr Oiim, � �J• �-- ^� tI LAV FIF:11(, rl 9..G- j__T,R"��Li.- S•IU' E'�e , { �� I ii i ` c BATH yr-i •, i ��g•_, 1 � {.�,. ,1;'•' i + i i TW "b. i 'I _ , pr,`•-i-i rr^�•r o � i•,: vt'' ii ) I !'��, �.'^'�,:i i� �,!�,1,�' ? :f I ----^�,�-�w-�-��- "'--._.,�a-_tf1.�7•;.-�y..• .•; —r;•",� �>t-� C ESTON :; '.',\j�/. naOB '• }-- -le-2-.f�4,' ,�.___..__..._...._-----C'=E----•---- _ •.�_ 1 iT i•^i-=- � Lam\ i _._.___-.._.._.._.___..__.-•,: �-����' FOYER t. w� •! -' I�i � tii ! j 4 v .�--=�8----� �� s-8\ S Sat, ( }- �tw y1 -..-j• /' ' n i l HYDR+aUL.IC DFSIGN lie ''i +F'Tc�E -� _ -' otA _____-•_-•-- _ -_.._.____ - r- ,, c - — = -t i c v c•\RrA:r i YCr ='o gam• '', :(' _ I OR :WAt-TL i'&'tAIM TN_SFM43. \ / i s n: / . i FFLNI�C7f'IU:T TC F" 7i'1�F2F F1k h 21�fTO(k TFL�$L iE••0.( 1J1iA A(i�41,}t G\Ot TC PS! THAT t rrPsT=Lvo>; f r•/..//, //./: //fu %//.:/:.//;, //, /,•}' \ /�4;a aaRAc 4-ta:� }' ----`-`5----->✓. S�AJitf_CF.(nC LvJE�tw, r' « BEDROOM 4`1 HYDRAULIC DESIGN CRITERIA i ' i:f------------------- ; i � __._.._.___�._._..__.... __..._-_._.____`_-...F�_fl:� DEN �r_•___— ` � �f i �`� ���y";IT�1 •-'t- .1--- Density .05 , �;,._ /. o,�o P ' : A"' $^CCin VARIES ;� - ----- -- - = --- -------•-•-•-•---- ~�: 1 ' �� _ K facto Q.s I/ o-E 4-t - -.S� '-_6 i ` BEDROOM, •f R,' :,L� ; I i 5FCCKD ft.00P. r--____ I-, -r- �'----.�- '•c J, Bose Ailowcnce ctG, , �� I /. V;$' _ This$yteem is Designed to Discharge i - - - - _ -• -----__._....__.__ -�+! t i a;o Rate of .05 GDV per Sr fi 1 - GARAGE �i. 1--- i- `' CP.''POCENT SPYW ( of Ficor Arec Over c Remote Area of ' i i 2 Sprink ers when.Suppliec will ftier � l� �• ; � ; _� i,_[JPE[ � l��i� i!- i at the Rate Of 0.3 GPM'at 39 6 PS! i� ------?�------ - i ; ^' /1 i , f I•• -._r---- - __ _ __ �- ,/ ,.•p.. � hiL•UT(C10M Room- a,the FF t\SOrw,NML'S' 1� I ;n .; 16'EEO FNC•B0(O FLOOR + j/ � ! - _.__i✓ �} T \\ T777T,%.'77 7777777 77;'-,'T%?'7''77 / TRL'�0!6'O.C. ! ? i£c.'li/ PF£i�64i TF£iAFL�:QaS3CS AS f'SI:A6f: 7, 7:/.L._�:7; rl,;i E TW.is P-3W TO ALL911 FtX'lA>�'ililf j } _FIRST FLOOR I; ELEV.=:r-_ - -- GARAGE UNIT T RIGHT •nfin•s d - Basemem cxx. SrA$ h'�I�:_.._._.._...__.._._._...._.._....._---------------------.._..._._.-----.._- � O>=NFty }' kL}_SCL1'fALL SPRI:KKLERS N,1?e SECOND F_OOR SI:.�g_:07!'kT n' KLOW'�d4 CLE�N� �r,P EISGFryF�"p9 A _ - ---------------------------•---__ - v GARAGE SECT101V FIRST FL OOR FiRE PROTECTION PLAN N.T,S. _SECOND_FL OOR FIRE PROTECTION PLAN SCALE-1.�4"=IV" — o o7 SCALE.1/4"=I V" pA°fiFSS20NA��a SYMBOL LE6END SPRINKLER HEAD LEGEND �.�_-_.-..____._.__._.._.__...._...._.....- 1 Al!pipe locations are to be field measured prior to fabrication W'lether or not indicated or.the drawings,the following items are le be provided: DRAWING TRLE:FIRST&SECONC FLOOR FIRE PROTECTION PLAN JCS INCCRMATICS and instaiialion b the * SYMBOL QESCRIPtfON SYMBOL: _ DESCRIPTION___ ----T _ __ y sprinkler contractor. --lead Cabinet spare heads and head wrench per NFPA 13 --! PROJECT:KINGFtELD DEVELOPMENT i HOR4A:CigFE�4iC_NL7l\ �_iF �l1�EL'�%clSl_'fYY1141C f1C[k$'PEFD�t:iSrudtFl,L'['IF f.15.�15jGECA�IY�RA115 , F 2 Ali dimensions shown are.end to end Provisions For Rushing connections and draining of all pipe i ------ -i--- --_--- _ REVISIONS: DATE: ADDRESS:INTERNATIONAL DRIVE i [u«; ElETAT:01:6E:Cti5"G=a%STC•C CONTRACT#:0000 3.High,temperature heads are to be field installed where required. Inspector's test connection shad be provided for each system ------ CITY:RYE BROOK 5TATE:NY ZIP:10573 Cw: i EIE\'Ar0!iAFYNFI9EOFl�7 ?F1iUPIr'o�,E'aUChtfESRAFCCICEUFDPNCE?3:HtYL�1En'>t�i.r:S:t�t(ii�E{iAeFs�612Lv1: .. ..._._._..... __._..-_.---:......._.__ , 4.Ail pipes and hangers are to be installed per NFPA 13. Hydraulic identification plates&NFPA 13 required signs CLIENT:THE WARJAM GROUP PHONE:(9 i 4)76'-250L? (ms 20-01'.ELEIIATO0-TOPJrSTM : CONSTRUCTION:WOOD 5.Gridded wet systems shall provide a collet valve per NFPA 13 ® LTD, - PROTECTION 6 Ali new'Ina is to be h drostali ad tested at not less than 200 i It is the building owners responsibility to provide adequate h :f r all i + JLtiti'r' ' :��'f!�%( O"s�r +L'rn;A-s�E,�s�:, t�sc-r-<g,t'cp _u,.e Zlr,1 -------••-___-_________-_.___-__________-_________-_.:_______ piping Y Y Ps g ! Pea o I areas r,he ��.—_-----___..._.____.._...._.._.._..._.._.._-..._...._._......._.............._._._._...._.................._..._..._ ADDRESS:5 INTERNATIONAL DRIVE'SUITE 1 14 for 2 hours,or at 50psi in excess of the maximum pressure building protected by a wet type sprinkler stem and.or a.l water filled supply i f••••"'- r`�^''�=`�' -• BROOK STATE:NY ZIP.10573 �!r -�µ'- sy f P pipe.valve, -_-__. _-___:____.__._ OCCUPANCY:NFPA 13D CITY'RYE B STAY' when the maximum pressure lc be maintained is in excess of 150 sl. and s sterr risers to d type systems r �'/�'+FI�ERScLro C �REJAEtETiraS c�t7(PF"1r�5=�mt�(?A C•TYJ:.PA9118.f rs.F:�f,I�SCCEGPF v,;•} i 1 5 INDUSTRIAL PARK PLACE,MiDDLETOWN,CT 06457 P P Y y YP Ys ? - --T ------- SYSTEM TYPE:WET 7.A quick opening device is required when dry system volume exceeds Air pressure shall be maintained on all dry type systems by ar approved automatic air DATE:03.'2W2D 17 P:860.632-8053 F:860-632-8054 500 gallons per NFPA 13. compressor or plant air system specifically approved for and capable of automatically -�- i FlrcFrSfr'rrPRf �;a ,MOU'RfSaEfrrum•Fdyeal�TalaaEr.t'�s;,s�t.�rt:xc?„ut.rr�';nrt�,T(EFa4 _--___ — rIRE SPRINKLER CONTRACTOR CONTACT Rr-cGi>SVEDc3uPtE1s►%ImF� ? PORT CH£STER DESIGNER:CHRIS JUDD PHONE:(860;398 502 WWW•MACKFIREXOM 8.NFPA 13D apply as required. IL maintaining the required air pressure _ ,. E-� ei aFEtlxSavC:TvEts et,TAC TarAL TNI9 SHEET:35 TOTAL TMIs Joe:•54 AN`FiRE MARSHAL E-Y.AIU CHRIS@MACKFIRE.COM LICENSES: CT:F'•40291 MA:SC•120494 RI:C00347 FIELDWORK COMPLETED: November 14, 2022 FILED MAP REFERENCE_• Subdivision Mop of "Kingfield" F.M. No. 29210 filed August JO, 2018 Subject Lot: 110 Known as 1 Mulberry Court Town of Rye Tax ID: Section 129.25 Block 1 Lot 1.72 Mpg Frame Building Legend o . AC— Air Conditioning Unit o S68'23'24"E Utility 0 Shed Q Sewer Cleonout W 89.00 � CRW— Concrete Retaining Wall L -� ® — Curb Stop Water Service � o CRW ®— El ec tric Box v, ; -------- 0 — Electric Manhole48 N ° — Gas Val ve a v p — LihtPole °' � V a o— Telecommunication Box O ®— Transformer Pad o ' +, O— Water Vol ve !'� o 0 O _ o a- Q L � Q) Frame Buildingo z Q � N c MENT ow o ° � � oO QU � w Walk o N Area= 4,628 Sq. Ft. m DMH C-2 CB C-2-1 A O � w w . Z g UtilityShed EWIE To date, no Title Report or Abstract of Title has J Gravel P I D been provided. This survey is subject to a SRW current, up to date Title Report. Conc. Block Ret. Wall N6923'24"W 89.00' MAR - 2 2023 Metal Fence on Top Shed Property corner monuments were not placed as part of this survey. Common Areo 1 VILLAGE OF RYE BROOK » BUILDING DEPARTME NOT BUILDING LOTS' � •�---�- This map may not be used in connection with a Easement -� "Survey Affidavit" or similar document, statement Line or mechanism to obtain title insurance for any subsequent or future grantees. A s Built Sur ve Unauthorized alteration or addition to a survey map bearing a Licensed Land Surveyor's seal is 1 Mulberry a violation of Section 7209, sub—division 2, of the New York State Education Law. Unit 110 According to NYSAPLS policy adopted January 23, f ILE COPY Plreparvd for 1993, the alteration of survey mops by anyone other than the original preporer is misleading, Sun Homes, In confusing and not in the general welfare and benefit of the public. Licensed Land Surveyors S&mto ki Me shall not alter survey maps, survey plans, or survey plats prepared by others. Town of Rye Westchester County, New York ENGINEERING, SURVEYING �cN %5 T E GRAPHIC SCALE LANDSCAPE ARCHITECTURE, P.C. `ica/e 1" 20' Date: Nov iT, 2022 0 20 40 3 Gorre t t P/oce • Corm el, New York 10512 JEFFRE Y B. DeROSA L S Phone (845) 225_9690 Fax (845) 225 9 717 New York Stote License No. 050749 www.Inslte—eng.com Q 2022 In si to Engineering, Surveying & L on dscop e Architecture, P.C. All Rights Reserved. (IN FEET) 1622 7.200 1 inch = 20 ft. Lot Mops/Lot 110.d wg