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49933-Z & 49934-Z
w TOWN OF SOUTHOLD tr � BUILDING DEPARTMENT y; TOWN CLERK'S OFFICE SOUTHOLD, NY ` BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49934 Date: 10/23/2023 Permission is hereby granted to: Gaillard T D Revoc Trust 151 Tremont St Apt 18-E Boston, MA 02111 To: Construct addition and alterations to existing single family dwelling as applied for. At premises located at: Bell Hill Ave, Fishers Island SCTM # 473889 Sec/Block/Lot# 9.-3-5 Pursuant to application dated 8/17/2023 and approved by the Building Inspector. To expire on 4/23/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $826.80 CO -ADDITION TO DWELLING $50.00 Total: $876.80 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.0.Box 1179 Southold,NY 11971-0959 ' Telephone(631)765-1802 Fax(631)765-9502 htt :J/ .souttioidtov�in , o Date Received A;ULVICATION FOR BUILDING PERMI�T For Office Use Only PERl4ldi:f fl a 'or. A UG 17 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an l3ulld'ing NP80ment Owner's Authorization form(Page 2)shall be completed. Town of Southold Date. OWNERS!OF PROPERTY: Name: ;cto SUM#1000- Project Address: 3t i%f-� `-L `!� t Stlf;i2S �,rs+�� IVY Phone#: �� v (� '-�j �] Email: Mailing Address:0,x Jbew-L H,-It ve- CONTACT PERSON: Name: Mailing Add ress:1as � � iti(Svr.r4 i7 •0. 600 3r-fY Phone# 31_gY3 "7`f Email `f.-/,14 5FVF— 64>>s'1 DESIGN PROFESSIONAL INFORMATION: Name: AP`I 6F I- CO)V 1gnc F i 1 FC 1 MailingAddress:t�s/Vq,,J $-r gvrff,�--- (,94f 13IR00 4Y/41 -X,'I45 Z0I Phone#: 5/7-7 q 2- 7 ® Email:G 0 CONTRACTOR INFORMATION: Narne• '-/.k/XfC7 4 6 6 Mailing Address:15�5- 5 uk,4 ox 63 Y2- " Phone#: l `_ L13— Te-1 4�r7 EmaiikY/,fNt F ; P �,i ✓C Co i7l DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure Addition Alteration ❑Repair ODemolition E770-6690 , ti ated Cost of Project: Other _669 0 , 0 0 Will the lot be re-graded? DYes I%No Will excess fill be removed from premises? $Yes El No 1 PROPERTY INFORMATION Existing use of property: 6,15 f �� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes DdNo IF YES,PROVIDE A COPY. ffilkI heck iox After dit . ro owner/contractor/deslign owner/contractor/dprofessis respOM931afor all dr*4nap and Baa water Names as proiddetl by chapter 2%of dae"r aae Code.APPUCAnow IS HEREBY MAN W Buitdins Depwinwa for the Waaerntep of a sunding Pooh pumautto the suaft ze"e OntlAXAMON the TO"Of S auwiluaK Suft ,minty,Now Yo*andotherapplimble tam,orAunces at oas�for the construction of bumom adder,eitaratiuraa ar fear�'or as itanaiam deara9Wed.'�"Wa apnpiruaasrt to nrnpapy�hit aprpaplratriCe iarrrs,�rMrdtraaa�,Wean hauft code and ragdadons and to Wmftautborltedinspactors on pnwWsas and 10 buildings)ftneonwryinspeciiam Fake sbMwmMs made herein are atrierl Application Submitted B (print � � '� N APP Y(P brAuthorized Agent ClOwner Signature of Applicant: , Date: STATE OF NEW YORK) 55: COUNTY OF LGh=OLK being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ,(4he is the, /46q7- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ?day of 26 .2023 Lary Public - k 0015'0 777-2A /9.r-6222 3 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) b ( 4 � /k`s residing at K k/e- i L La ✓° m do hereby authorize d to apply on my behalf to the T n of Southold Building Department for approval as described herein. ., Owners Si nature Date 4 p Print Owner's Name 2 CERTIFICATE OF LIABILITY INSURANCE THIS 1C RTI I'AT I 1 MED A A DATE(MM/DD/yyyy) MATTER OF INFORMATION ONLY AND C47NFERS NO RIGHTS UPON THE CERTIFICATE HO CERTIFICATE DOES NOT AFFIRMATIVELY OR IJEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE 08114/2 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE' A CONTRACT BETWEEN THE IS REPRESENTATIVE HOLDER. THIS IMPORTANT: OR PRODUCER AND THE CERTIFICATE HOLDER. VERISS AFFORDED BY THE POLICIES P y( ) SUING INSURER(S)„ AUTHORIZED If SUB SII a ON I not It the IWAIVED, hobdect;"the ttenns ndLCol ions ' of the IIS les must have ADDITIONAL INSURED rovl If SUBROGATION IS WAIVED, suI In confer ri hts to the ertlflCatB holder in Ilea of such erldorscertai µ P sent or be endorsed,. PRODUCERpolicy1DO11C1eS may require n endorsement. A statement On ORRINO INSURANCE GRP AGENCY INC CCNTAD )!l ANTHONY L QRRINO 360 Rt 109 !PHONE W,C.No EX1h..(631) 9-ll +VASO -- _... _ West Babylon,NY 11704 E-MAYL rarMe rDu t1+11arI ..( 31668-006Fr ADD , 1. tO�n X68 y�orrinolnSu P.com INSUF9IIl AFFORDING C+DVERAGE ENSURED SKYLINE'CUSTCARPENTRY NAIL A OM CARP _ ENTRY AND. PREFERR CC)NTR'ACTOI�' INC REMODELING INC. JNSURERI C PO BOX 342 INSURER D " ISLAND N Y 063'90 INSURER E: FISHERS I _ COVERAGE isTO S TIFICATE NUMBER: INs RER F. REVISION!NUMBER; INDICATED.CIVC?T4A+ITH�WTAIVtl�NNG ANYIfiiEI�UNREME�TN RM CSI CO'LC7VkN I9AVE I3EI N'ISSNJEI�TO TIdE INSIJREI7 NAId@=O A)�OV mm m NI]iTIOPJ F A/&Y ONTl�ACT OR OTHER 1�pCIII4IEC�N UVWTIf RESPECT 7�'1LVIC PERIOD CERTIFICATE MAY 6E NS3N ED OR MAY PI R7AIIV TFfga INSUFIANCE AFFORI I LT SY THE POLICIES DESCRIBED FCUMEW' IS a�IL3 RES TCS ALL W T I TIR„,.. ....., .._..POLICY .WERM'6, LTR kCLIISN )NTYA CIONSURANCE _ ND AVE"BEEN REIEII1 DSM PANN7W I)lTIC&N1N [YF:UC..II PO�NCPES LNMITS HOI1wEN�I MAY H �A15I�LaUBR'.cCLAIMS, I COMMERCIAL GENERAL LIABILnY MBER. Y T PO'LNCY E _ _w LIMITS u CLAIMS-MADE _/� OCCUR EACH yO.wCCURRENCE J DAMAGE To REN rebl___ .s ,_. 1,000,000 ° ,PREM9SES,(E'.,p,crp, nceZ �S 0,000 X _... . �.. ...... ... ......_o IMED EXP(Any one person) E LIMIT A Y PCA5002-PC300015 51,000 CiFN'L LILY ,q*a,A1' F°�"LEES PER. " „ _ _ 1,0 _ 0 _ 06/17/23 06/17/24 "PERSONAL 6 AD�r EN,IURN S ,r " PRODUCTS-COMPIOP -', _ .2'00_0 000 POLICY 00[IO 1 JEC7 a LOC X° 0 r GENERAL ACt""FEEGATE„a, OTHER, AGG a S 0 AUTOMOBILE LIABILITY FIRE LEGAL LIABILITY S 'LL m rI' ._ ANY AUTO ” BODIBViNED SINGLE LNMIT N" „ ,IEA ¢t'wdarn4) 3 AUTOS SCHEDULED BODILY 'I S !AUTOS ONLY n ,. ..__ PIEREr3 s AUTOS _—:AlONLY ,NON-OWNED „ � � BODuLYINJURY(per accwll••ent) t AUTOS ONLY .PROPERTY dAM,IAG"E" „ )'PEarar�edklnl)_ 5 _ _w. UMBRELLA LIAR i _o OCCUR EXCESS LIAR F I CLAIMS MADE' s EACH OCCURRENCE DE0 RETENTIONS AGGREGATE WORKERS COM PENSATION _. AND EMPLOYERS'LIABILITY S ANY PR.OPRERXECUiI�E�E ❑YIN t t STL! E.EXCLUDED? 'NIA " .A (MandatoryIn bH EL EACH ACCIDENT0SO3'tr,. .g �.^ . - - ---------- If�yrSC IPTiriq k aan¢Ied E.L.DISEASE- ' —-- -- DFSCRIPTION OF OPERATI a � _ (rA EMPLOYEEa ONS POLICY LIMIT.S 4 0 q r „ DESCRIPTION OF OPERATIONS PLICATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER IS ALSO LISTED AS ADDITIONAL INSURED CERTIFICATE HOLDER CANCELLATION FTOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DNESCRIBED POLICIES BE CANCELLED BEFORE 53095 ROUTE 25THE EXPIRATION DATE Ey HTHE •OLICY VISNNOTICE ALL BE DELIVERED IN Tit SOUTHOILD,NY 11971 AUTHORIZED RIEPRESENTA VE: ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 0 CORPORATION. All rights reserved. A?--Wb\*N.- NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "^"^^ 112823250 ORRINO INSURANCE GROUP AGENCY 360 ROUTE 109 WEST BABYLON NY 11704 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SKYLINE CUSTOM CARPENTRY& TOWN OF SOUTHOLD REMODELING INC 53095 ROUTE 25 P O BOX 342 SOUTHOLD NY 11971 FISHERS ISLAND NY 06390 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12564093-9 215345 02/05/2023 TO 02/05/2024 8114/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2564 093-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WESSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT THOMAS AHLGREN SKYLINE CUSTOM CARPENTRY &REMODELING INC (A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND t/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 861449036 TOWN OF SOUTHOLD BUILDING DEPARTMENT i TOWN CLERK'S OFFICE V SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49933 Date: 10/23/2023 Permission is hereby granted to: Gaillard T D Revoc Trust 151 Tremont St A t 18-E Boston, MA 02111 To: Construct accessory garage at existing single family dwelling as applied for. At premises located at: Bell Hill Ave SCTM # 473889 Sec/Block/Lot# 9.-3-5 Pursuant to application dated 10/23/2023 and approved by the Building Inspector. To expire on 4/23/2025. Fees: ACCESSORY $311.20 CO -ACCESSORY BUILDING $50.00 Total: $361.20 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT #t, Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 htt s:H .s+outhol to nn ora Y Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ECE0VE el :— .I+UIdCn ed AUG 1 7 2023 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an E"Idlrr 9 arlrne p "Own' nt Owner's Authorization form(Page 2)shall be completed. "10 0 Of SlOutbold Date. OWNER(S)OF PROPERTY: - sCTM#1000- Name:: /fes q 5 � '�,L„'°}2` Project Address: ( f%�--� '�-L J� F, Stf F� iZs +�, /V- 4 : V_y Zi Phone#: i0-5 " °` `" `t Email:p,wL: Li.t3 i /Nr4i :LGsr� Mailing Address:o � .L �� 1 u� oj� " r�� • -s`tt CONTACT PERSON: Name: 1 tlOpelj4 -S Mailing Address:)t53L-5- 65v,( ,q sL) } �.0 -0- 60) �Lf� /� Y, �s Phone#4-3 L` ! .._? Email: l< y4 t"t[ EFS �iJ � r✓I DESIGN PROFESSIONAL INFORMATION: Name: G.'t4!'Z-!--�7® PHF I-r— e I`OV �ILGi'fi f t � Mailing Address:40—11/j}r rJ 51 (9 i Email:<� O QAp,'Jr2[�l�li'1fLG CONTRACTOR INFORMATION: Names "67 �^W'+/I �J�U(P Mailing Address:15; SvL— OS� t Phone#• 1 •— q L — /�" � < Email 'ICY /N� �= 1 �•i Cv DESCRIPTION OF PROPOSED CONSTRUCTION ❑New 5t ucltw addition $�OSklteration ❑Repair ❑Demolition Estir a ed Cost of Project: ❑tat r _. 7. o '_0 0 Will the lot be re-graded? []Yes$No Will excess fill be removed from premises? Yes ❑No i PROPERTY INFORMATION Existing use of property: GS r1-0C-N �� Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes DdNo IF YES,PROVIDE A COPY. "fleck Box After Reading. The owner/contractor/desiffn professional is re po for ali drainage and wafer , as provided by Chapter IM of the Town Code.AF FUCATiON IS HERERYMAM to the Bullding Departraeat for Issuanxe of a BuMng Perntit pursuaaf to the Building Zone Ordirmam of the Town of So county.Now York arail o9w appkable Law,Ordlittarim or Pagulatiom,for the corotrualon of buildings, ons or for renieval or dernalldon as hweln desuibed.Theapplicant agrees to own*wfth all appficable bsdldit codie, houftoode and regulaidom and to aftit outhorized kispectm an premises and In bulicliagM for necessary limpeckiorm False statenwats,madis herain are 3 Application Submitted BY(print n P',.� � � ar- Authorized Agent ❑Owner Signature of Applicant. Date: ff / � i-6 STATE OF NEW YORK) SS: COUNTY OF - f czp-c- being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ,(4he is the 4;CA/ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and fiie this application;that all statements contained in this application are true to the best of his/her knowledge and beiief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this CIA 0 dav of 2-023 �ti�zC tary Public i ; /N�zzz5�3 PROPERTY ER AUTHORIZATION (Where the applicant is not the owner) r - ^'(/ residing at Zi�� do hereby authorize .rrai �C /G to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Si nature Date Print Owner's Name 2 �� � � (./�•-�7� X933 ARCHITECT: PROJECT ARCHITECT DAMERON JAAP REFERENCES NOTES ARCHITECTURE PLL C 1. "PLAN OF MINOR SUBDIVISION SHOWING PARCELS TO BE 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND CONVEYED TO MARIE LEE GAILLARD, JOHN PLANTEN GAILLARD INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE GEODETIC SURVEY TRIANGULATION STATION "PROS" 45 MAIN STREET, SUITE 624 AND WILLIAM D. GAILLARD JR. AT FISHERS ISLAND NEW YORK, PURPOSED AGREED TO BETWEEN THE CLIENT AND THE BROOKLYN, NY 11201 BY CHANDLER PALMER AND KING, NORWICH, CONNECTICUT", SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, TAX Ph: 347.689.4907 DATED OCTOBER 2, 2013, SCALE: 1"=40' 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY MAP 1000, SECTION 009, BLOCK 3, LOT 5. Contact: Christopher Dameron 2. "SKETCH MAP PREPARED FOR:THOMAS GAILLARD 302 BELL HILL PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 6. TOTAL AREA = 1.3 ± ACRES (56,495± SF) AVENUE, FISHERS ISLAND, NY." DATE: 02-01-2021, SCALE: LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. CONSULTANTS: 1"=40', PROJECT: 068446.000, BY CHA CONSULTING. 7. SITE IS LOCATED IN ZONING DISTRICT R-80. 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK 8. VERTICAL DATUM NAVD88 SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. _FEMA FLOOD ZONE LINES PER FIRMETTE NO. 36103CO019H APPROVED AS NOTED 14.20'ON . FLOODZONE VE (EL 12) N F S�9y3� �q�35! (FOUND) / DATE;( ' -a3 B.P.# _ BOTTOM OF BANK \ PETER GAILLARD 0 3(,,I.da LIMITS OF 390.00' _ m ABY: NOTIFY BUILDING DEPARTMENT AT TIDAL WETLANDS BRUSH E 404.20' \ _\ 631765.1802 8AM TO 4PM FOR THE \� E\ \\ CN FOLLOWING INSPECTIONS: G FLOATINI _ N 1. FOUNDATION-TWO REC�UIr� i) DOCK RAMP , ` I `CP S OWER\ \\ 1.ROD FOR POURED CONCRETE LE CHING �PO /8� \\ �� �/ \ �� SYCAMORE (FOUND) 2 ROUGH-FRAMING t PLIJi:ra l .:a --� / 30" 1 FF ST '\ \\ 111G��i BR 21.09 WALK a INSULATION DOCK �\J� ® ` 22 28" \ . LINE 4. FINAL-CONSTRUCTION MUST 1��� ( ` „1�®��� 50' BE COMPLETE FOR C.O. APPROXIMATE I Jit 1 ALK J OAK \ �� _ -2 j SETBACK ELECTRICAL ALL CONSTRUCTION SHALL MEET THE F i SPLICE BOX YORK STATE. NOT RESPONSIBLE F HIGH WATER Ill 1 �~ 1 LS 28_� / REQUIREMENTS OF THE CODES OF NEW 18. 7 32,; / AND ELECTRICAL OR OVERHANG I HOUSE L r-- L \ OAK _` ��� ' METER DESIGN OR CONSTRUCTION ERRORS \12" 25— LLJ 10 TRISEPTI `�L OAK �� pRIVE J P ——1 -` TAIL .-� \ \TRITREE TANK 8 LS X10" \ AVEL STONE GRAVEL OAK r (�, 3 - PARKING \ PATIOS o ) _ �LE�CH Go' c 1 AREA „ 18 24"LE o Q I \ -6" A� LEAD \\ OL • PLUG I � � � ®� � 16` LC o Q / (FOUND) r l-—� \ - � _..,� STONE � Tw') N 83'4026» W m WALL (TYP.) MERESTONE J 356.40' (FOUND) ��. COASTAL EROSION HAZARD LINE 1(( TRE LINE "L PER COASTAL EROSION HAZARD � S 04 58 25.42' AREA MAP NO. 48 OF 49 40" � 36 N/F MON. ASH MAPLE THOMAS PATTERSON (FOUND `�--FLOODZONE AE (EL 11) \ MERESTONE \ (FOUND) W No. Submittal/Revision App'd By Date TOPOGRAPHIC MAP PREPARED FOR: THOMAS GAILLARD cgn 400 Capital Boulevard,Suite 301 Rocky Hill,CT 06067 302 BELL HILL AVENUE, FISHERS ISLAND, NY Drawn: NBC Checked: CB Project No.: 068446 860-257-4557 I www.chacompanies.com Date: 02/13/2023 Scale: 1" =40' Sheet: 1 OF 1 Ll OCT 2 Q 2"23 0 SURVEY - EXISTING HOUSE AND SITE SCALE: SCALE AS NOTED !1Y r.,.. NO WORK WITHIN 1 00'OF PROPERTY LINE WATER SETBACK;SEE SURVEY 390'-5" ISSUE DESCRIPTION DATE \ �- 1� / 01 FILING AND CONSTRUCTION SET 07/01/2023 NO CHANGE TO EXISTING DOCK 02 FILING-CLARIFICATION 10111/2023 i NEW GARAGE - _ o HAY HARBOR 0' RU T E JURISDICTION _h+ •,' ;f �p+����� '4 - I- PROJECT: Y _ I- KASITA RENOVATION AND TO D E OFQU�Di - '-I 'ADDITION �� v� = ADDITION 1 ° oo� _ 50_0.11— 302 BELL HILL AVE, FISHERS ISLAND APPROX. HIGH WATER O G OF N SHADE - - \ r SOUTHOLD, NY COASTAL EROSION LINE _ _ _ D TOP OF BANK/BRUSH � \ � < CLIENT: LINE N \ — _ m Tom and Peg Gaillard QDIMENSIONS PROVIDED FOR EXISTING GRAVEL DRIVE SHEETTITLE: CLARIFICATION RELATING TO SURVEY AND SITE - TRUSTEE JURISDICTION EXISTING SEPTIC EXISTING SHED �� J J EQUIPMENT;SEE APPROVED SEPTIC PLAN PLANS SEAL&SIGNATURE: DATE: JULY 1,2023 SITE PLAN - PROPOSED `� DRAWN �! ?,F_���� BY: JCD 0 2 SCALE: SCALE AS NOTED w� � R O CHECKED EVIA C 101 . 00 _ T FOF N�� SHEET 2 29 OF ARCHITECT: PROJECT ARCHITECT DAlilIIERON Generated by REScheck-Web Software REScheck Software Version : REScheck-Web Section ARCHITECTURE ��LC # Foundation Inspection Complies? Comments/Assumptions & Req.ID ' C® ' 'ac e Certificate ' nSpeCtl®n Checklist 303.2.1 {A protective covering is installed to I❑Complies !Requirement will be met. 45 MAIN STREET, SUITE 624 [F1011]2 protect exposed exterior insulation ,❑Does Not ; BROOKLYN NY 11201 Energy Code' 2018 ,ECC !and extends a minimum of 6 in. below 1 �Location on plans/spec:ASSEMBLIES AND DETAILS-A-300 • `1' ;grade. I❑NotObservable; Ph: 347.689.4907 Requirements: 100.0% were addressed directly in the REScheck software i ;❑Not Applicable Contact: Christopher Dameron Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each 403.9 Z Snow-and ice-melting system controls;❑Complies Exception: Requirement is not applicable. p Project Kasita Renovation and Addition requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception [F012] {installed. ;❑Does Not ; is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ' { ;❑Not Observable; CONSULTANTS: Energy Code: 2018 IECC ;❑Not Applicable Location: Southold, New York Section Plans Verified Field Verified Additional Comments/Assumptions: Construction Type: Single-family # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions Project Type: Addition & Req.ID Orientation: Bldg. faces 270 deg. from North 103.1, [Construction drawings and f ❑Complies {Requirement will be met. 103.2 !documentation demonstrate i ,❑Does Not Climate Zone: 4 (5572 HDD) [PR1]1 (energy code compliance for the f Location on plans/spec: Permit Date: `�_ building envelope.Thermal R: ❑Not Observable ;ASSEMBLIES AND DETAILS- Permit Number: (envelope represented on ; ;❑Not Applicable ;A-300 ,construction documents. 103.1, Construction drawings and i !❑Complies ;Requirement will be met. Construction Site: Owner/Agent: Designer/Contractor: 302 Bell Hill Ave John Dameron 103.2, documentation demonstrate � i❑Does Not J John Dameron 403.7 energy code compliance for Fishers Island, New York 06390 Dameron Architecture Dameron Architecture 1 : ! ❑Not Observable [PR3] lighting and mechanical systems. I" {❑NotA II 45 Main Street 45 Main Street , {Systems serving multiple Applicable Suite 624 Suite 624 = dwelling units must demonstrate Brooklyn, New York 11201 Brooklyn, New York 11201 {compliance with the IECC (347) 689-4907 (347) 689-4907 Commercial Provisions. [ cd@dameronarch.com cd@dameronarch.com 302.1, lHeating and cooling equipment is; Heating: Heating: ; ❑Complies ;Requirement will be met. 403.7 :sized per ACCA Manual S based 1Btu/hr i Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA : Cooling: Cooling: ;[_]Not Observable ' ' '` V ;Manual J or other methods :approved by the code official. ; Btu/hr Btu/hr :❑Not Applicable Compliance; 10.8%Better Than Code Maximum UA: 186 Your UA: 166 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minlmum-code home. Additional Comments/Assumptions: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies .mow Ceiling: Flat Ceiling or Scissor Truss 926 38.0 12.6 0.022 0.026 20 24 Wall: Wood Frame, 16" o.c. 775 23.0 6.3 0.039 0.060 20 30 Orientation: Unspecified Door: Glass Door(over 50%glazing) SHGC: 0.30 90 0.320 0.320 29 29 Orientation: Unspecified Window:Vinyl Frame SHGC: 0.30 184 0.320 0.320 59 59 Orientation: Unspecified Floor:All-Wood Joist/Truss 926 23.0 0.0 0.041 0.047 38 44 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2)____T3_ Low Impact(Tier 3) 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Kasita Renovation and Addition Report date: 06/22/23 Project Title: Kasita Renovation and Addition Report date: 06/22/23 Project Title: Kasita Renovation and Addition Report date: 06/22/23 Data filename: Page 1 of 9 Data filename: Page 2 of 9 Data filename: Page 3 of 9 Section Section Section Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID & Req.ID & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 403.4 :HVAC piping conveying fluids R- I R- ;❑Complies ;Requirement will be met. 303.1 ;All installed insulation is labeled ( ❑Complies ;Requirement will be met. 402.3.1, ;average). : ❑Does Not ;tableforvalues. [FR1712 :above 105 QF or chilled fluids : :❑Does Not : [IN13]2 or the installed R-values i 402.3.3, !below 55 QF are insulated to aR- I I provided. { ❑Does Not 402.5 j ;❑Not Observable ; ;❑Not Observable :t p 402.5 { ;❑Not Applicable I3' ; ; t ❑Not Observable Pp ,❑Not Applicable ❑Not Applicable : 403.4.1 Protection of insulation on HVAC ! ❑Complies ;Requirement will be met. 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies I table for values. [FR24]1 piping. r ❑Does Not 402.2.6 , ❑ Wood El ❑Does Not 303.1.3 ;U-factors of fenestration products€" ;❑Complies ;Requirement will be met. !. [IN1]1 ; ; [FR4]1 dare deterrnined in accordance i I ^ ' !❑Not observable ; Steel Steel ❑Does Not ❑ ❑ ,❑Not Observable 'with the NFRC test procedure or j :Location on plans/spec: i :❑Not Applicable : I I❑Not Applicable : : ' [ ❑Not Observable ; I ;taken from the default table. r ,WINDOW SCHEDULE-G-100 ; € ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ,❑Complies Requirement will be met. [FR18]2 i>_R-3. : j :❑Does Not : 303.2, ;Floor insulation installed per ; ;❑Complies ;Requirement will be met. 402.4.1.1 ,Air barrier and thermal barrier ❑Complies ;Requirement will be met, 402.2.8 {manufacturer's instructions and i ❑ : [FR23]1 installed per manufacturer's i ❑Does Not ' ;❑Not Observable Does Not [IN2]1 lin substantial contact with the 'Location on plans/spec: :Instructions. r Location on plans/spec: j : :❑Not Applicable I :❑Not Observable :ASSEMBLIES AND DETAILS- ; �Qi underside of the subfloor, or floor; :[:]Not Observable :ASSEMBLIES AND DETAILS- E I ❑Not Applicable 'A-300 403.6 ;Automatic or gravity dampers are; ❑Complies ;Requirement will be met. framing cavity insulation is in ❑Not Applicable IA-300 [FR19]z ;installed on all outdoor air G I❑Does Not (contact with the top side of 402.4.3 !Fenestration that is not site built l: ❑Complies ;Requirement will be met. !intakes and exhausts. : ,sheathing, or continuous y. ; [FR20]1 its listed and labeled as meeting ;❑Does Not : ; f ;❑Not Observable !insulation is installed on the : I AAMA/WDMA/CSA 101/I.S.2/A440 E ; '❑Not Applicable !underside of floor framing and or has infiltration rates per NFRC j ❑Not Observable ,extends from the bottom to the ; ;400 that do not exceed code Y ❑Not Applicable ; Additional Comments/Assumptions: top of all perimeter floor framing ; limits. : members. ; 402.4.5 ;IC-rated recessed lighting fixtures; ❑Complies ;,Requirement will be met. 402.1.1, lWall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies [FR16]2 :sealed at housing/interior finish ❑Does Not : 402.2,5, I mass wall with at least 1/z of the �❑ Wood ❑ Wood ;❑Does Not ;table for values. ISSUE DESCRIPTION DATE ;and labeled to indicate s2.0 cfm r ; 402.2.6 'wall insulation on the wall ;E] mass ❑ Mass : : :leakage at 75 Pa. [ ,❑Not Observable [IN3]1 exterior,the exterior insulation ; ,❑Not Observable of FILING AND CONSTRUCTION SET 07/01/2023 [ ❑Not Applicable ; I requirement applies(FR10), ;❑ Steel I❑ Steel ;❑Not Applicable ; i 403.3.1 ;Supply and return ducts in attics r !]Complies ;Requirement will be met. [FR12]1 !insulated >= R-8 where duct is ; ❑Does Not >= 3 inches in diameter and >= l : 303.2 Wall insulation is installed per ; ;❑Complies ;Requirement will be met. ' ;R-6 where < 3 inches. Supply and; ❑Not Observable ; [IN4]1 manufacturer's instructions. I : ,return ducts in other portions of :. ❑Not Applicable ; ❑Does Not ,Location on plans/spec: ;the building insulated >= R-6 for a ❑Not Observable :ASSEMBLIES AND DETAILS- Aiameter>= 3 inches and R-4.2 ; ; I ; ❑Not Applicable IA-300 for<3 inches in diameter, t : r. Additional Comments/Assumptions: 403.3.2 ;Ducts, air handlers and filter ,❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with l ;❑Does Not : ;joints/seams compliant with ❑Not Observable , ;International Mechanical Code o- :International Residential Code,as ❑Not Applicable ;applicable, : PROJECT; 403.3.5 ;Building cavities are not used as ❑Complies ;Requirement will be met. KASITA RENOVATION AND [FR15]3 :ducts or plenums. ❑Does Not❑ ADDITION Not Observable $ j❑Not Applicable 403.3.7 ;Ducts declared to be within the i❑Complies ;Requirement will be met. 302 BELL HILL AVE, FISHERS ISLAND [FR28]3 conditioned space are either 1) I ❑Does Not SOUTHOLD, NY „ ;completely within the continuous i, ; ;air barrier and within the building t ;[]Not Observable 'thermal envelope,2) buried ?❑Not Applicable ; CLIENT: within ceiling insulation in i I accordance with Section Tom and Peg Gaillard R403.3.6 and the air handler is : sHE located completely within the continuous air barrier and within i' ; ET TITLE: ,the buildi rig thermal envelope I ;and the duct leakage is <= 1.5 , ; ENERGY COMPLIANCE cfm/100 square feet of ; conditioned floor area served by 1 the duct system,or 3)the ceiling ; R E S C H E C K ;insulation R-value installed ; against and above the insulated ;duct>=to the proposed ceiling ;insulation R-value, less the R- SEAL&SIGND DATE: JULY 01,2023 :value of the insulation on the i ; ; !p A&RCy DRAWN BY: EVIA 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 1 111High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) 40 PH PHFI� � CHECKED BY: JCD , � Project Title: Kasita Renovation and Addition Report date: 06/22/23 Project Title: Kasita Renovation and Addition Report date: 06/22/23 Project Title: Kasita Renovation and Addition Report date: 06/22/23 Data filename: Page 4 of 9 Data filename: Page 5 of S Data filename: Page 6 of 9 Z '' g g 9 - EN-10o 00 N ?k M1is�� 1 i 21, 032'15'6 �0 0 3 26 SHEET OF ARCHITECT: PROJECT ARCHITECT DAMERON Section Section Plans Verified Field Verified ARCHITECTURE PLLC Section Plans Verified Field Verified Plans Verified Field Verified p Value Value Complies? Comments/Assumptions Complies? Comments/Assumptions # Final Inspection Provisions Value Value Complies? Comments/Assumptions tions # Final Inspection Provisions p # Final Inspection Provisions Value Value p & Req.ID & Req.ID 45 MAIN STREET, SUITE 624 & Req.ID ❑Com lies ;Requirement will be met. R- ❑Com lies ;See the Envelope Assemblies 403.6.1 +All mechanical ventilations stem' ;❑Complies !Requirement will be met. 303.3 Manufacturer manuals for p BROOKLYN, NY 11201 402.1.1, Ceiling insulation R-value. R- P li 3 ❑Does Not ;table for values. [F125]2 `fans not part of tested and listed ( ❑Does Not [F118] !mechanical and water heating s 402.2.1, i '❑Does Not ;systems have been provided. ;❑Not Observable ; Ph' 347 689 4907 ❑ Wood ❑ Wood I HVAC equipment meet efficacy ; 402.2.2, ! Steel ❑ Steel :❑Not Observable :and air flow limits per Table ;❑Not Observable ( 1 ❑Not Applicable 402.2.6 ( ❑Not Applicable R403,6.1. ;❑Not Applicable ; I Contact: Christopher Dameron [Fil]1I 403.2 ;Hot water boilers supplying heat € ❑Complies Requirement will be met. Additional Comments/Assumptions: I ' [F126]2 (through one-or two-pipe heating ` ❑Does Not ' CONSULTANTS: ❑Complies I Requirement will be met. !systems have outdoor setback ems 303.1.1.1,!Ceiling insulation installed per ; ❑Not Observable 303.2 I manufacturer's instructions. :❑Does Not control to lower boiler water [F12]1 Blown insulation marked every ; ;Location on plans/spec: (temperature based on outdoor ❑Not Applicable z ;❑Not Observable ASSEMBLIES AND DETAILS- (temperature. l 300 ft2. € ;[]Not Applicable IA-300 I _ 403.5.1.1 ,Heated water circulation systems ; ❑Complies Requirement will be met. 402.2.3 ;Vented attics with air permeable ❑Complies ;Exception: Requirement is [FI28]2 ;have a circulation pump.The r ;❑Does Not [FI2212 :Insulation include baffle adjacent 1 ❑Does Not (not applicable. ;system return pipe is a dedicated r to soffit and eave vents that ❑Not Observable '❑Not Observable I return pipe or a cold water supply; :❑Not Applicable ;extends over insulation. S ❑Not Applicable (syphon circulation systems are pipe. Gravity and thermos- I E 402,2.4 'Attic access hatch and door R- 1 R- '❑Complies !Requirement will be met. 'not present. Controls for E [F13]1 insulation >_R value of the ( !❑Does Not !circulating hot water system adjacent assembly. : ;❑Not Observable ! ;pumps start the pump with signal 1 I i ;for hot water demand within the I I ;❑Not Applicable 1 ' ;occupancy. Controls 402.4.1.2 I Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50 = !❑Complies (Requirement will be met. automatically turn off the pump ; [F117]1 lath in Climate Zones 1-2, and ( ;❑Does Not ;when water is in circulation loop € ; (<=3 ach in Climate Zones 3 8. lis at set-point temperature and € I ;❑Not Observable ; no demand for hot water exists. I ;❑Not Applicable403.5.1.2 ;Electric heat trace systems € ❑Complies ;Requirement will be met. 403.3.3 ;Ducts are! pressure tested to cfm/100 ( cfm/100 ; ❑ ❑Complies ;Exception: All ducts and air [F129]2 !comply with IEEE 515.1 or UL ` Does Not [FI27]1 determine air leakage with 1 ft2 ftZ 1❑Does Not (handlers are located within (515. Controls automatically ;either: Rough-In test:Total ! :conditioned space. ;❑Not Observable ; ❑Not Observable adjust the energy input to the ( ❑Not Applicable leakage measured with a ! heat tracing to maintain the i pressure differential of 0.1 inch 1 } :❑Not Applicable ( desired water temperature in the ; Iw.g. across the system including ;piping. I Ithe manufacturer's air handler1 I 403.5.2 ;Demand recirculation water ; ;❑Complies ;Exception: Requirement is enclosure if installed at time of ;not applicable. [F13012 :systems have controls that j❑Does Not test. Postconstruction test:Total ; I ;manage operation of the pump F ❑Not Observable leakage measured with a ! land limit the temperature of the I € .❑Not Applicable (pressure differential of 0.1 inch ( {water entering the cold water €, :w.g. across the entire system ! piping to <= 1049F. !including!including the manufacturer's air ; I : 403.5.4 ;Drain water heat recovery units ❑Complies ;Exception: Requirement is !handler enclosure. : : +❑Does Not (not applicable. ❑Complies ;Requirement will be met. [FI3112 tested in accordance with CSA 403.3.4 !Duct tightness test result of<=4 , cfm/100 cfm/100 ;1355.1. Potable water-side [FI411 1cfm/100 ft2 across the system or 1 ft2 ! ftz :❑Does Not pressure loss of drain water heat ; ;❑Not Observable <=3 cfm/100 ft2 without air I :❑Not Observable recovery units < 3 psi for ` ❑Not Applicable (handler @ 25 Pa. For rough-in f ; ![]Not Applicable ;individual units connected to one (tests,verification may need to I ;or two showers. Potable water- t occur during Framing Inspection. ! ! (side pressure loss of drain water €• ' 403.3.2.1 Air handler leakage designated ;❑Complies ;Requirement will be met. !heat recovery units < 2 psi for ! [F124]1 !by manufacturer at<=2%of j❑Does Not : ;individual units connected to j design air flow. f a❑Not Observable ithree or more showers. i 1 l ;❑Not Applicable 404.1 190%or more of permanent ❑Complies ;Requirement will be met. 403.1.1 ;Programmable thermostats I ;❑Complies Requirement will be met. [F16]1 Ifixtures have high efficacy lamps.! -]Do Not 2 installed for control of primary ; ❑Not Observable [FI9l ! Does Not heating and cooling systems and ❑Not Applicable : ❑Not Observable ; ;initially set by manufacturertc } !❑Not Applicable 404.1.1 !Fuel gas lighting systems have E ;❑Complies ;Exception: Requirement is ;code specifications. [F123]3 no continuous pilot light. € ❑Does Not !not applicable. 403.1.2 !Heat um thermostat installed ;❑Complies I Requirement will be met. ! ;❑Not Observable [FI 10]2 on heat pumps. ;❑Does Not : ! ❑Not Applicable E ❑Not Observable I ❑Com Iles ;Requirement will be met. j ❑Not Applicable 40 ,3 Compliance certificate posted. !❑Does Not r ;❑Complies :Requirement will be met. 403.5.1 ;Circulating service hot water ! ❑Not Observable [1711112systems have automatic or ❑,❑Does Not ❑Not Applicable ;accessible manual controls. ; ; !Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Report date: 06/22/23 Project Title: Kasita Renovation and Addition Report date: 06/22/23 Project Title: Kasita Renovation and Addition Report date: 06/22/23 Re Project Title: Kasita Renovation and Addition p Page 8 of 9 Data filename: Page 9 of 9 Data filename: Page 7 of 9 Data filename: E rftry oo^,. ,C 2018 E fide c C � ofic Above-Grade Wall 29.30 Below-Grade Wall 0.00 Floor 23.00 Ceiling / Roof 50.60 Ductwork (unconditioned spaces): go 10 OWN IM, Window 0.32 0.30 ISSUE DESCRIPTION DATE Door 0.32 0.30 01 FILING AND CONSTRUCTION SET 07/01/2023 0P Heating System: Cooling System: Water Heater: Name: Date: Comments PROJECT: KASITA RENOVATION AND ADDITION 302 BELL HILL AVE, FISHERS ISLAND SOUTHOLD, NY CLIENT: Tom and Peg Gaillard SHEET TITLE: ENERGY COMPLIANCE RESCH ECK SEAL&SI Tp AR , DATE: JULY 01,2023 DRAWN BY: EVIA CHECKED BY; JCD s I1,'t1h CR } €' EN-102.00 1, 03215 �O 4 21 SHEET OF - ARCHITECT: in PROJECT ARCHITECT D/-® HERON SCI-IEDULE: WINDOWS ARCHITECTURE IPLLC 45 MAIN STREET, SUITE 624 HEIGHT.VIF. BROOKLYN, NY 11201 WIDTH:VIF.ALL Ph: 347.689.4907 EXISTING NEW PERFORMANCE GRADE INTERIOR NUMBER TYPE DESCRIPTION OPI=NING OPENING MANUFACTURER MODEL U-FACOR SHGC GLAZING RATING WINDOW MATERIAL EXTERIOR FINISH FINISH NEW&EXST. EXST ALL NEW& REMARKS NUMBER Contact: Christopher Dameron OPENINGS OPENNIGS A-S'EIRIES WITH IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE CONSULTANTS: 1 D CASEMENT YES ANDERSEN 0.32 MAX. 0.40 MAX. LOW E PAINT 3'-0" 5'-0"' SEE GENERAL NOTES 1 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) A-SERIES WITH IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE 2 D, CASEMENT YES ANDERSEN0.32 MAX. 0.40 MAX. LOW E PAINT 3'-0" 5'-0" SEE GENERAL NOTES 2 STORM'WATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 3 D CASEMENT YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE (PAINT 3'-0" 5'-0" SEE GENERAL NOTES 3 STORMWATCH PROTECTION WITHSTANDS MIN. 142. MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 4 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-0" 2'-10" SEE GENERAL NOTES 4 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) �i D CASEMENT YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX, LOW E. IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-6" 4'-61m SEE GENERAL NOTES 5 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) El D CASEMENT YES ANDERSENA-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIB'E'R COMPOSITE WHITE PAINT 3'-6" 4'-61m SEE GENERAL NOTES 6 STO'RMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 7 D CASEMENT YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-6" 4'-6" SEE GENERAL NOTES 7 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) A-SERIES WITH IMPACT RATED PG50 WIHITE FIBER COMPOSITE WHITE >:t D CASEMENT YES ANDERSEN 0.32 MAX. 0.40 MAX.' LOW E PAINT 3'-6" 4"-6" SEE GENERAL NOTES 8 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 9 D CASEMENT YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITEFIBIEIR COMPOSITE WHITE PAINT 3'-8" 4'-6" SEE GENERAL NOTES 9 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTOR'Y FINISH) LOW E 40 MAX. 10 C FIXED(PICTURE YES ANDERSEN A-SERIES WITH IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE STQRMWATCH PROTECTION 0.32 MAX. 0. WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) PAINT 5'-5" 41-6" SEE GENERAL NOTES 10 11 C FIXED/PICTURE YES ANDE'RS'EN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 1„-6'" SEE GENERAL NOTES i i STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 12 C FIXED/PICTURE YES AND'ERS'EN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" W'-6 SEE GENERAL NOTES 12 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 13 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBIER COMPOSITE WHITE PAINT 4'-0" 3'-2" SEE GENERAL NOTES 13 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 14 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITEPAINT4'-0" 3'-21" SEE GENERAL NOTES 14 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 15 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE 'WHITE PAINT 4'-0" 3'-2" SEE GENERAL NOTES 15 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 16 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2" SEE GENERAL NOTES 16 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) LOW E 40 MAX.0 32 MAX.1'T A AWNING YES ANDERSEN A-SERIES WITH 0. . IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3"-2'" SEE GENERAL NOTES 17 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 113 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2" SEE GENERAL NOTES 18 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) T YES - - - - - - - - - - 19 20 D CASEMENT(FULLY OPERABLE) YES ANDERSEN A-SERIES WITH 0.32 MAX 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-4" SEE GENERAL NOTES - EGREES WINDOW 20 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMIED PINE INTERIOR (FACTORY FINISH) 21 B EDS E YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" UNEQ. LEGS; VIF E GENERAL NOTES 21 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 22 D, CASEMENT(FULLY OPERABLE) YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-4" SEE GENERAL NOTES - EGREES WINDOW 22 Z11\1 - /\1 I------�/\_) STORMWATCH PROTECTION WITHSTANDS MIN, 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) ^\,_ z\_1______1/\-/\1-/\ ) 23 B FIXED SHAPE YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FI'B'EiR COMPOSITE WHITE PAINT 4'-0" UNEQ. LEGS; VIF SEE GENERAL NOTES 23 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 24 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2"' SEE GENERAL NOTES 24 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 25 A AWNING YES ANDERSENA-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-21" SEE GENERAL NOTES 25 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 213 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2"' SEE GENERAL NOTES 26 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 27 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2''° SEE GENERAL NOTES 27 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 213 A AWMI YES ANDERSEN A-SERIES WITH 0.32 MAX.! 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2" E G E L NOTES 28 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 32 MAX 0 2'9 D CASEMENT(FULLY OPERABLE) YES ANDERSEN A-SERIES WITH 0 IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE 'E - STORMWATCH PROTECTION .40 MAX LOW E WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) PAINT 4'-01" 31-411 SEE GENERAL NOTES EGREES WINDOW 29 30 B XED S E YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" UNEQ. LEGS; VIF E G E L NOTES 30 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) N 31 D CASEMENT(FULLY OPERABLE) YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-4'" SEE GENERAL NOTES - EGREES WINDOW 31 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE 32 B ED 7SA P E YES ANDERSEN 4'-0" UNEQ. LEGS; VIF E G E L NOTES 32 ISSUE DESCRIPTION DATE STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) A-SERIES WITH IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE 01 FILING AND CONSTRUCTION SET 0710112023 33 D CASEMENT(FULLY OPERABLE) YES ANDERSEN STORMWATCH PROTECTION 0.32 MAX. 0.40 MAX. LOW E WITHSTANDS MIN. 142 MPH EXTERIOR, P'RIM'ED PINE INTERIOR (FACTORY FINISH) PAINT 4'-0" 3'-4" SEE GENERAL NOTES - EGREES WINDOW 33 02 FILING-CLARIFICATION 10/11/2023 34B ED�SE YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" UNEQ. LEGS; VIF E G E L NOTES 34 STORMIWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 35 D CASEMENT(FULLY OPERABLE) YES ANDERSENA-SIERIES WITH 0 32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-4" SEE GENERAL NOTES - EGREES WINDOW 35 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 36 B FIXED SHAPE YES ANDERSEN ,32 MAX. .40 A-SERIES WITH 00MAX.' LOW E IMPACT RATED P050 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" UNEQ. LEGS; VIF SEE GENERAL NOTES 36 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) A-SERIES WITH IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE 3'.T A AWNING YES ANDERSEN32PROTECTION 0,32 MAX' 0'40 MAX' LOW E WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) PAINT 4'-0" 3'-2'° SEE GENERAL NOTES 37 PROJECT: 313 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2" SEE GENERAL NOTES 38 KASITA RENOVATION AND STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) A-SERIES WITH IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE ADDITION 39 C FIXED/PICTURE YES ANDEiRSENSTORM'WATCH PROTECTION 0.32 MAX. 0.40 MAX. LOW E WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) PAINT 2'-0" 3'-2'" SEE GENERAL NOTES 39 302 BELL HILL AVE, FISHERS ISLAND 40 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2'" SEE GENERAL NOTES 40 SOUTHOLD, NY STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) A-SERIES WITH IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE CLIENT: 41 A AWNING YES ANDERSEN STORMWATCH PROTECTION 0.32 MAX. 0.40 M'AX. LOW E WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) PAINT 4'-0" 3'-2'" SEE GENERAL NOTES 41 Tom and Peg Gaillard 42 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 4'-0" 3'-2'" SEE GENERAL NOTES 42 SHEET TITLE, STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 4:3 A AWNING YES ANDERSEN A-SERIES WITH 0 32 MAX ' 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-0" 2'-4" SEE GENERAL NOTES 43 WINDOW SCHEDULE STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 44 A AWNING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-0" 2'-4" SEE GENERAL NOTES 44 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 4.5 A AWNING YES ANDERSEN �+ A-SERIES WITH�+ 0.32 MAX. ' 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-0n I "2 -4 SEE GENERAL NOTES 45 SEAL&SIGNATURE: DATE: JULY 1,2023 ' STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINIS) ^ DRAWN BY: EVIA �ODH �CCHECKED BY: JCD W CHANGED �`�� WINDE� O S CH NG D TO , , aref� � 1 CASEMENTS; EGRESS WINDOWS; TYP. FOR ALL o : :�ti��=� o � G-1 0 0.0 0 REVISION CLOUDS ON THIS SCHEDULE. 3 5$ w'G � F 0 N G� SHEET 5 OF 29 ARCHITECT: PROJECT ARCHITECT DAMERO SCHEDUILE: DOORS ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 WIDTH: VIF.ALL HEIGHT:VIF. BROOKLYN, NY 11201 EXISTING NEW PERFORMANCE GRADE INTERIOR ALL NEW& HARWARE Ph: 347.689.4907 NUMBER TYPE DESCRIPTION OPENING OPENING MANUFACTURER MODEL U-FACOR SHGC GLAZING RATING DOOR MATERIAL EXTERIOR FINISH FINISH NEW& EXST. EXST. SET FINISH REMARKS NUMBER Contact: Christopher Dameron OPENINGS OPENNIGS 1 A EXTERIOR SINGLE SWING WITH YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-0" DOOR 7'-6„ - - SEE GENERAL NOTES. PROVIDE 1 CONSULTANTS: SIDELIGHT STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 2-'5" SIDELIGHT SIDELIGHT PER DRAWINGS 2 B FLUSH PANEL CLOSET DOORS YES - - - - - - SOLID-CORE WOOD DOOR PAINT (3) PANELS 71_0" - - SEE GENERAL NOTES. 2 EACH 2'-1 1/2" 3 C SINGLE POCKET YES - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-10" 7'-0" - - SEE GENERAL NOTES. 3 4 D FLUSH PANEL CLOSET DOORS YES - - - - - - SOLID-CORE WOOD DOOR TBD SEE DRAWINGS 7'-0" - _ SEE GENERAL NOTES. DOOR 4 WIDTHS VARY. 5 E SINGLE SWING YES - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-8" 7'-0" - - SEE GENERAL NOTES. 5 6 F DOUBLE POCKET YES - - - - - - SOLID-CORE WOOD DOOR PAINT (2) PANELS 7'-0" - - SEE GENERAL NOTES. 6 EACH 2'-0" 7 B FLUSH PANEL CLOSET DOORS YES - - - - - - SOLID-CORE WOOD DOOR TBD (3) PANELS 71_0" - - SEE GENERAL NOTES. 7 EACH 2'-0" 8 C SINGLE POCKET YES - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-10" 7'-0" - - SEE GENERAL NOTES. 8 9 G GLAZED EXTERIOR DOOR YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 3'-0" 7'-6" - - SEE GENERAL NOTES. 9 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 10 G GLAZED EXTERIOR DOOR YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 2'-10" 7'-6" - - SEE GENERAL NOTES. 10 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 11 H EXTERIOR GLAZED DOUBLE SLIDING YES ANDERSEN A-SERIES WITH 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE PAINT 8'-0" 7'-6" - - SEE GENERAL NOTES. 11 STORMWATCH PROTECTION WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR (FACTORY FINISH) 12 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-6" 6'-8" _ _ SEE GENERAL NOTES. REPLACE 12 EXISTING DOOR. 13 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-0" 6'-8" _ _ SEE GENERAL NOTES. REPLACE 13 EXISTING DOOR. 14 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-6" 6'-8" - _ SEE GENERAL NOTES. REPLACE 14 EXISTING DOOR. 15 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-8" 61-811 - _ SEE GENERAL NOTES. REPLACE 15 EXISTING DOOR. 16 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 4'-0" 6'-8" - _ SEE GENERAL NOTES. REPLACE 16 EXISTING DOOR. 17 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 4'-0" 6'-8" - _ SEE GENERAL NOTES. REPLACE 17 EXISTING DOOR. 18 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-0" 6'-8" - _ SEE GENERAL NOTES. REPLACE 18 EXISTING DOOR. 19 K EXTERIOR SOLID ENTRY DOOR WITH YES - FLUSH PANEL INSULATED 0.32 MAX. 0.40 MAX. LOW E IMPACT RATED PG50 WHITE FIBER COMPOSITE WHITE/PAINT PAINT 3'- 71-011 0" DOOR - - SEE GENERAL NOTES. PROVIDE 19 GLAZED SIDELIGHT WITHSTANDS MIN. 142 MPH EXTERIOR, PRIMED PINE INTERIOR 2-'0" SIDELIGHT SIDELIGHT PER DRAWINGS 20 J BIFOLD CLOSET" DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 4'-3" 6'-8" - _ SEE GENERAL NOTES. REPLACE 20 EXISTING DOOR. 21 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-6" 6'-8" - - SEE GENERAL NOTES. 21 22 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-6" 6'-8" - - SEE GENERAL NOTES. 22 23 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 4'-3" 6'-8" - _ SEE GENERAL NOTES. REPLACE 23 EXISTING DOOR. 24 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-10" 6'-8" - - SEE GENERAL NOTES. REPLACE 24 EXISTING DOOR. 25 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-6" 6'-8" - - SEE GENERAL NOTES. 25 26 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-10" 6'-8" _ _ SEE GENERAL NOTES. REPLACE 26 EXISTING DOOR. 27 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-6" 6'-8" - - SEE GENERAL NOTES. 27 28 1 SWING DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 2'-6" 6'-8" - - SEE GENERAL NOTES. 28 29 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 4'-3" 6'-8" - - SEE GENERAL NOTES. REPLACE 29 EXISTING DOOR. 30 J BIFOLD CLOSET DOOR YES - - - - - - - SOLID-CORE WOOD DOOR PAINT 4'-10" 6'-8" - _ SEE GENERAL NOTES. REPLACE 30 EXISTING DOOR. 31 N WOOD CLAD OUTDOOR SHOWER YES - - - - - - WOOD WOOD WOOD 3'-0" TBD - - SEE GENERAL NOTES. 31 32 L WOOD CLAD GARAGE SWING DOOR YES - WOOD CLAD FLUSH PANEL - - - IMPACT RATED PG50 INSULATED DOOR - PAINT 3'-0" 7'-0" - - SEE GENERAL NOTES. 32 INSULATED WITHSTANDS MIN. 142 MPH ISSUE DESCRIPTION DATE 33 M OVERHEAD GARAGE DOOR YES - FLUSH PANEL INSULATED - _ _ IMPACT RATED 142 MPH WITHSTANDS MIN. 142 TBD TBD TBD 16'-0" 7'-0" - - SEE GENERAL NOTES. 33 01 FILING AND CONSTRUCTION SET 07/01/2023 NOTES: PROJECT: 1.) VERIFY DIMENSIONS OF EXISTING OPENINGS, TYR KASITA RENOVATION AND 2.) PROVIDE REMOVABLE PREMIUM TRUSCENE WINDOW ADDITION INSECT SCREENS AT ALL OPERABLE WINDOWS AND DOORS TYP. 302 BELL HILL AVE, FISHERS ISLAND 3.) PROVIDE RETRACTABLE SCREENS ON SLIDING DOORS. SOUTHOLD, NY 4.) ALL WINDOWS AND DOORS TO MEET OR EXCEED SUFFOLK COUNTY IMPACT RATING AND CLIENT: HURRICANE CODE REQUIREMENTS. Tom and Peg Gaillard 5.) CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO PURCHASE. SHEET TITLE: 6.) ALL HARDWARE TO BE APPROVED BY OWNER. DOOR SCHEDULE SEAL&SIGN rr DATE: JULY 01,2023 �4 DRAWN BY: EVIA `eaSOPH 7�� CHECKED BY: JCD � } - o1 .00 SOF o - 6 26 SHEET OF ARCHITECT: PROJECT ARCHITECT DAMERON SCHEDULE: MATERIALS AND FINISHES ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 BROOKLYN, NY 11201 Ph: 347.689.4907 TAG LOCATION DESCRIPTION MANUFACTURER MODEL SIZE COLOR FINISH NOTES Contact: Christopher Dameron CONSULTANTS: WOOD WD-1 FIRST FLOOR ADDITION NEW WOOD FLOOR - - 5.5" SELECT AND BETTER BONA TRAFFIC NATURALE MATTE PROVIDE FINISH SAMPLE FOR OWNER AND ARCHITECT APPROVAL QUARTER SAWN WHTE OAK WD-2 FIRST AND SECOND FLOOR EXISTING REFINISHED - EXISTING WOOD _ _ - _ BONA TRAFFIC NATURALE MATTE SAND, PATCH AND REPAIR AS REQUIRED - MATCH EXISTING. FINISH WITH BONA. FLOOR WD-3 EXTERIOR FACADE WR CEDAR -VERTICAL SIDING WITH _ CLEAR VG 6" BOARD - UNFINISHED - V-G ROOVE WD-4 WHITE OAK MILLWORK - _ _ SELECT AND BETTER CLEAR, MATTE, UV PROTECTION VENEER WITH SOLID EDGE AND END BLOCKS QUARTER SAWN WD-5 WALNUT MILLWORK - _ _ SELECT AND BETTER CLEAR, MATTE, UV PROTECTION VENEER WITH SOLID EDGE AND END BLOCKS QUARTER SAWN WD-6 EXTERIOR SUN SHADE BAFFLES WR CEDAR SUN BAFFLES - CLEAR VG 2X10 - UNFINISHED SEE DETAILS TILE &STONE TILE-1 ENTRY HALL FLOOR PORCELAIN TILE NEMO DUNE 19X38 DEEP NATURAL RUNNING BOND NEW BATHROOM - 103 (PRIMARY), TILE-2 CLOSET FLOOR, MUDROOM AND PORCELAIN TILE NEMO DUNE 24X24 DEEP NATURAL STACK BOND TILE-3 EXISTING BATHROOM - 107 CEMENT TILE CLE TILE CEMENT, diamond twist 8" x 8" x 0.625" black, white + metal SEAL TILE SEAL TILE, MINIMAL GROUT JOINTS, NO CHANGE IN THRESHOLD -WOOD FLOOR LEVEL WITH TILE, TYR (DOWNSTAIRS) FLOOR TILE-4 EXISTING BATHROOM - 203 (UPSTAIRS) CEMENT TILE CLE TILE CEMENT diamond twist 8" x 8" x 0.625" federal blue, powder teal + SEAL TILE SEAL TILE, MINIMAL GROUT JOINTS, NO CHANGE IN THRESHOLD -WOOD FLOOR LEVEL WITH TILE,TYR FLOOR plaster TILE-5 NEW BATHROOM - 103 (PRIMARY) PORCELAIN TILE NEMO DUNE CHEVRON: 1.375x4 DEEP NATURAL SEE ENLARGED ELEVATIONS SHOWER FLOOR AND ONE WALL TILE-6 NEW BATHROOM - 103 (PRIMARY) CERAMIC SUBWAY DALTILE COLOR WHEEL 4X16 ARCTIC WHITE GLOSSY VERTICAL STACK BOND, SEE ELEVATIONS SHOWER WALLS TILE-7 EXISTING BATHROOM - 107 CERAMIC SUBWAY DALTILE COLOR WHEEL 4X16 ARCTIC WHITE GLOSSY VERTICAL STACK BOND, SEE ELEVATIONS (DOWNSTAIRS) TILE-8 EXISTING BATHROOM -203 (UPSTAIRS) CERAMIC SUBWAY DALTILE COLOR WHEEL 4X16 ARCTIC WHITE GLOSSY HORIZONTAL STACK BOND, SEE ELEVATIONS TILE-9 KITCHEN - BACKSPLASH CERAMIC TILE FIRECLAY - 2X8 TOMATO RED GLOSSY VERITICAL STACK BOND TILE-10 EXTERIOR AT ENTRY CEMENT TILE CLE TILE BIG SPIN 8" x 8" x 0.625" leaf I kelly I federal blue SEAL TILE SEAL TILE, MINIMAL GROUT JOINTS, HANG ON CLIPS ON CEMENT BOARD; SEE DETAIL X/XXX TILE-11 EXISTING BATHROOM - 107 PORCELAIN MOSAIC TILE NEMO DUNE 2"X2" MOSAIC DEEP NATURAL PLACEHOLDER - WOULD WORK WITH DARK CURB AND GREY FLOOR TILE (DOWNSTAIRS) SHOWER FLOOR ST-1 TERRACE, ENTRY LANDINGS, BLUESTONE CT STONE PAVERS, STAIR TREADS AND TBD SELECT AND BETTEF CLEFT SEE FLOOR TYPES LANDSPACE PAVERS WALL CAPS ST-2 ISLAND GRANITE SALEM STONE - _ SILVERADO HONED SELECT SLAB IN PERSON DESIGN ST-3 KITCHEN COUNTERTOP PYROLITHIC STONE GEOLUXE DIONYSOS 3/411 SLABS COME 55 x 126 DIONYSOS HONED EASED EDGE PROFILE ST-4 NOT USED - - - - - - - ST-5 NEW BATHROOM - 103 (PRIMARY) PYROLITHIC STONE GEOLUXE DIONYSOS 3/4" DIONYSOS HONED EASED EDGE PROFILE VANITY TOP AND 6" BACKSPLASH SLABS COME 55 x 126 ST-6 POWDER ROOM - 105, VANITY TOP GRANITE - SALVAGED - - - BLACK/DARK GREY THERMAL SALVAGED FROM EXISTING KITCHEN AND 6" BACKSPLASH AR - COUNTERTOP AND ST-7 WET ET BAR LASH GRANITE - SALVAGED - - - BLACK/DARK GREY THERMAL SALVAGED FROM EXISTING KITCHEN ISSUE DESCRIPTION DATE BAC01 FILING AND CONSTRUCTION SET 07/01/2023 ST-8 SHOWER CURBS GRANITE - SALVAGED - - - BLACK/ DARK GREY THERMAL SALVAGED FROM EXISTING KITCHEN MISCELLANEOUS MTL-1 EXTERIOR FACADE- PANELS INFILL PANELS ADJACENT TO JAMES HARDIE ARCHITECTURAL COLLECTION PER ELEVATIONS PAINT FINE SAND SEE DETAILS 10&13/A-610 WINDOWS AND DOORS MTL-2 EXTERIOR SUN SHADE STEEL SUN SHADE STRUCTURE - - - WHITE PAINT TNEMEC 3-PART EXTERIOR PAINT SYSTEM PROJECT: KASITA RENOVATION AND MTL-3 EXTERIOR COATING STUCCO COATING - - - LIGHT GREY - SEE ELEVATIONS ADDITION 302 BELL HILL AVE, FISHERS ISLAND GENERAL NOTES: SOUTHOLD, NY CLIENT: 1.) PROVIDE MATERIAL AND FINISH SAMPLES FOR APPROVAL BY OWNER AND ARCHITECT, TYR Tom and Peg Gaillard 2.) TO PROVIDE MOCK UP OF ALL TILE LAYOUTS IN SITU FOR APPROVAL BY OWNER AND ARCHITECT SHEET TITLE: 3.) ARCHITECT AND OWNER TO APPROVAL ALL GROUT COLORS, TYP. MATERIAL A N D FINISH SCHEDULE SEAL&SI QED ARC, DATE: JULY 01,2023 Hk- ��� DRAWN BY: EVIA CHECKED BY: JCD ' '4'.,f`WAI G-102.00 032158 p� SOF N��� 7 26 SHEET OF ARCHITECT: PROJECT ARCHITECT DAMERON SCHEDULE: LIGHTING ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 FIXTURE LOCATION DESCRIPTION QUANTITY MANUFACTURER MODEL COLOR/FINISH LAMP EFFICACY NOTES BROOKLYN, NY 11201 L-1 ENTRY SURFACE MOUNT 1 - - - LED/3000K/ 120 V HIGH - Ph: 347.689.4907Contact: Christopher Dameron L-2 ENTRY HALL SURFACE MOUNT 5 Artemide Dioscuri Wall / MEDIUM LED/2700K/ 120 V HIGH PLACEHOLDER Flushmount CONSULTANTS: L-3 MURDOOM SURFACE MOUNT 2 GEORGE KOVAK LED Flushmount, 6" WHITE LED/2700K/ 120 V HIGH - L-4 POWDER ROOM SURFACE MOUNT 1 - - - LED/2700K/ 120 V HIGH - L-5 POWDER ROOM SCONCE 1 - - - LED/2700K/ 120 V HIGH - L-6 KITCHEN/DINING LINEAR PENDANT 1 SONNEMAN Thin-Line LED Linear Bright Satin LED/2700K/ 120 V HIGH - Suspension Aluminum, 4' L-7 KITCHEN/DINING LINEAR PENDANT 1 SONNEMAN Thin-Line LED Linear Bright Satin LED/2700K/ 120 V HIGH - Suspension Aluminum, 8' L-8 KITCHEN/DINING SURFACE MOUNT 7 VIF KOVAK 6" WHITE LED/2700K/ 120 V HIGH - L-9 KITCHEN/ DINING CONCEALED LINEAR LED UNDER _ _ _ - LED/2700K/ 120 V HIGH - CABINET L-10 NEW BEDROOM 102 SURFACE MOUNT 3 GEORGE KOVAK LED Flushmount, 6" WHITE LED/2700K/ 120 V HIGH - L-11 NEW BAT03 ROOM SURFACE MOUNT 2 GEORGE KOVAK LED Flushmount, 6" WHITE LED/2700K/ 120 V HIGH - L-12 NEW BAT03 ROOM WET-LOCATION RATED RECESSED 1 - - - LED/2700K/120 V HIGH L-13 NEW BAT03 ROOM SCONCE 3 - - - LED/2700K/ 120 V HIGH L-14 WET BAR CONCEALED LINEAR LED UNDER - _ _ - LED/2700K/ 120 V HIGH CABINET L-15 EXISTING SURFACE MOUNT 1 - - - LED/2700K/ 120 V HIGH BATHROOM 107 L-16 EXISTING NOT USED - - - - - - BATHROOM 107 TYPICAL MOUNTING DIAGRAM L-17 STAIR EXTERIOR SCONCE 1 BEGA 24 503 K3 BLACK LED/3000K/ 120 V HIGH - L-18 OUTDOOR SHOWER EXTERIOR SCONCE 1 BEGA 24 503 K3 BLACK LED/3000K/ 120 V HIGH OUTDOOR RATED, ENERGYEFFICIENT LED FIXTURE L-19 EXISTING SURFACE MOUNT 1 - - - LED/2700K/ 120 V HIGH BATHROOM 203 L-20 EXISTING NOT USED - - - - - - BATHROOM 203 OUTDOOR RATED, ENERGY LIGHT SWITCH L-21 GARAGE EXTERIOR SCONCE 1 BEGA - - LED/3000K/ 120 V HIGH EFFICIENT LED FIXTURE L-22 GARAGE SURFACE MOUNT 4 - - - LED/3000K/ 120 V HIGH 6" MIN. L-23 GARAGE SURFACE MOUNT 2 - - - LED/3000K/ 120 V HIGH RECEPTACLE L-24 LANDSCAPE EXTERIOR PATHLIGHT TBD BEGA - - LOW VOLTAGE HIGH OUTDOOR RATED, ENERGY I o EFFICIENT LCW VOTAGE LED L-25 LANDSCAPE EXTERIOR SCONCE/SURFACE 1 BEGA - - LOW VOLTAGE HIGH OUTDOOR RATED, ENERGY I M uj - MOUNT EFFICIENT LCW VOTAGE LED OUTDOOR RATED, ENERGY I ' 12" MIN.I L-26 LANDSCAPE EXTERIOR RECESSED WALL LIGHT 4 BEGA - - LOW VOLTAGE HIGH EFFICIENT LCW VOTAGE LED _ EXTERIOR RECESSED WALL OUTDOOR RATED, ENERGY L-27 ENTRY WASHER 1 - - - LOW VOLTAGE HIGH EFFICIENT LCW VOTAGE LED FAN-1 NEW BEDROOM 102 FAN WITH LIGHT 1 MODERN FORMS Axis LED Flushmount WHITE LOW VOLTAGE HIGH OUTDOOR RATED, ENERGY Smart Fan, 52" EFFICIENT LCW VOTAGE LED ISSUE DESCRIPTION DATE 01 FILING AND CONSTRUCTION SET 07/01/2023 PROJECT: KASITA RENOVATION AND ADDITION 302 BELL HILL AVE, FISHERS ISLAND SOUTHOLD, NY CLIENT: Tom and Peg Gaillard SHEET TITLE: LIGHTING SCHEDULE SEAL&SIG D ApC DATE: JULY 01,2023 DRAWN BY: EVIA O P HERO CHECKED BY: JCD Aj O "__k 4 -103.00 -q�, 03215 y0 8 26 SHEET OF ARCHITECT: PROJECT ARCHITECT DAMERON SCHEDULE: PLUMBING ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 LOCATION TYPE QUANTITY MANUFACTURER MODEL SIZE FINISH NOTES BROOKLYN, NY 11201 OUTDOOR SHOWER Ph: 347.689.4907 Gotonovo Exposed Shower Contact: Christopher Dameron OPTION 1 SHOWER SYSTEM 1 GOTONOVO System Wall Mount 8 inches _ STAINLESS STEEL - Stainless Steel SUS304 Shower CONSULTANTS: Head With Adjustable Hand CAP-144RDS-10 OPTION 2 SHOWER SYSTEM 1 OUTDOOR Categories: Wall Mount Hot & _ STAINLESS STEEL - SHOWER CO Cold Showers -All Stainless Steel NEW POWDER ROOM - 105 AQUAGRANDE W: 20 3/4" SINK 1 LACAVA #5062UN D: 131/2" WHITE UNDERMOUNT H: 7 1/4" Metropol Single-Hole Faucet FAUCET 1 HANSGROHE 110 with Loop Handle and _ CHROME - Pop-Up Drain, 1.2 GPM Model No. 74506001 Aquia IV 0.9/ 1.28 GPF Dual TOILET 1 TOTO Flush Two Piece Elongated _ WHITE CONFRIM Chair Height Toilet with Push Button Flush - Seat Included MIRROR 1 ROBERN Round Corner Metal Mirror 24" (20" ALSO AN STAINLESS STEEL CONFIRM OPTION) NEW BATHROOM - 103 (PRIMARY BATH) Ladena® SINK 2 KOHLER 23-1/4" rectangular undermount 23 1/4" WHITE CONFIRM bathroom sink K-2215-0 Metropol Single-Hole Faucet FAUCET 2 HANSGROHE 110 with Loop Handle and _ CHROME - Pop-Up Drain, 1.2 GPM Model No. 74506001 TOILET 1 TOTO NEORESTO 700H DUAL FLUSH _ WHITE CONFIRM W/OWNERS. GC TO PROVIDE REQ. TOILET, 1.0 &0.8 GPF POWER. Raindance Select E Showerpipe SHOWER SYSTEM 1 HANSGROHE 300 with Select Shower _ CHROME CONFIRM Controls, 2.0 GPM Model No. 27126001 NO LIGHTING OR POWER INCLUDED - CONFIRM. MEDICINE CABINET 2 ROBERN M SERIES, POLISHED EDGE, 24X39X4 - (1) CABINET LEFT HINGE, (1) CABINET RIGHT NON-ELECTRIC, HINGE EXISTING BATHROOM - 107 (FIRST FLOOR) SINK 1 DURAVIT ME by Starck Furniture 24 3/4" WHITE COORDINATE WITH SINK CABINET washbasin, Model-No. 233663 SINK CABINET 1 DURAVIT L-CUBE, Vanity unit 24 3/8" x 19" Inch MEDITERRANEAN OAK - wall-mounted #LC6240 VENEER MEDICINE CABINET 1 ROBERN AiO Lighted Cabinets, Model 24X30 - INCLUDES LIGHTING AND POWER Number: AC2430D4P1 L Metropol Single-Hole Faucet FAUCET 1 HANSGROHE 110 with Loop Handle and _ CHROME - Pop-Up Drain, 1.2 GPM Model No. 74506001 Aquia IV 0.9/1.28 GPF Dual TOILET 1 TOTO Flush Two Piece Elongated _ WHITE CONFRIM Chair Height Toilet with Push Button Flush - Seat Included Raindance Select E Showerpipe SHOWER SYSTEM 1 HANSGROHE 300 with Select Shower _ CHROME CONFIRM ISSUE DESCRIPTION DATE Controls, 2.0 GPM Model No. 27126001 1 1 1 01 FILING AND CONSTRUCTION SET 07/01/2023 EXISTING BATHROOM - 203 (SECOND FLOOR) SINK 1 DURAVIT ME by Starck Furniture 24 3/4" WHITE COORDINATE WITH SINK CABINET washbasin, Model-No. 233663 SINK CABINET 1 DURAVIT L-CUBE, Vanity unit 24 3/8" x 19" Inch MEDITERRANEAN OAK - wall-mounted #LC6240 VENEER PROJECT: MEDICINE CABINET 1 ROBERN AiO Lighted Cabinets, Model 24X30 - INCLUDES LIGHTING AND POWER KASITA RENOVATION AND Number: AC2430D4P1 L ADDITION Metropol Single-Hole Faucet 302 BELL HILL AVE, FISHERS ISLAND FAUCET 1 HANSGROHE 110 with Loop Handle and _ CHROME - SOUTHOLD, NY Pop-Up Drain, 1.2 GPM Model No. 74506001 CLIENT: Tom and Peg Gaillard TOILET 1 - - - - USE EXISTING TOTO WITH WASHLET SHEET TITLE: BELLWETHER, 60" x 30-1/4" PLUMBING SCHEDULE BATHTUB 1 KOHLER alcove bath, left drain 60"x 30-1/4" WHITE CONFIRM TUB FITS IN EXISTING ALCOVE K-837-0 Vernis Blend Pressure Balance SEAL&SI C .DAR DATE: JULY 01,2023 SHOWER SYSTEM 1 HANSGROHE Tub/Shower Set, 1.75 GPM. - CHROME CONFIRM. CONFIRM GPM �� �Sj DRAWN BY: EVIA Model No. 04956000 �(g� �S�PNr RO ��� CHECKED BY: JCD HANDSHOWER 1 HANSGROHE CONFIRM N,, o G-104.00 - 3216 y0 t4 9 26 SHEET OF ARCHITECT: PROJECT ARCHITECT DAMERON SCHEDULE: APPLIANCES ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 LOCATION TYPE QUANTITY MANUFACTURER MODEL SIZE FINISH NOTES BROOKLYN, NY 11201 KITCHEN Ph: 347.689.4907 800 Series French Door Bottom Contact: Christopher Dameron REFRIGERATOR 1 BOSCH Mount Refrigerator 36" Easy 72" x 36" x 25" STAINLESS STEEL COMES WITH ICE MAKER AND WATER FILTER CONSULTANTS: clean stainless steel; B36CT80SNS SINK 1 FRANKE Cube Undermount Sink - 30" STAINLESS STEEL MIN. CABINET SIZE 36" CUX11030 LITZEO FAUCET 1 BRIZO Pull-Down Faucet with Arc - STAINLESS STEEL - Spout and Industrial Handle DISHWASHER 1 BOSCH 800 Series Dishwasher 24", 2411 CUSTOM PANEL - SHV78B73UC Maple Bottom Mount Waste FITS W/IN 15" _ CONFIRM PRODUCT FIT'S WITHIN CABINET. OR WASTE BIN PULLOUT 1 REV-A-SHELF Container w/Rev-A-Motion, CABINET APPROVED EQUAL 4WCBM-15DM-1 GARBAGE DISPOSAL 1 INSINKERATOR TBD - - INDUCTION COOKTOP 1 BOSCH 30" Induction Cooktop, 800 30" BLACK - Series— Black NIT806OUC HOOD INSERT 1 ZEPHYR Monsoon Mini II Insert, 30" STAINLESS STEEL - AK9528AS 800 Series Single Wall Oven 30" OVEN 1 BOSCH 30" Stainless Steel, 30" STAINLESS STEEL - HBL8454UC SPEED OVEN 1 BOSCH 800 Series Speed Oven 27'', 27" STAINLESS STEEL - HMC87152UC 1 - - WET BAR BAR SINK 1 FRANKE Cube Undermount Sink - 15" STAINLESS STEEL CUX11015 LITZEO BAR FAUCET 1 BRIZO Bar Faucet with Arc Spout and - STAINLESS STEEL Industrial Handle Kit 24" DESIGNER BEVERAGE CENTER 1 SUBZERO UNDERCOUNTER BEVERAGE 2411 CUSTOM PANEL CENTER - PANEL READY, Model # DEU2450BG ISSUE DESCRIPTION DATE 01 FILING AND CONSTRUCTION SET 07/01/2023 -7- PROJECT: KASITA RENOVATION AND ADDITION 302 BELL HILL AVE, FISHERS ISLAND SOUTHOLD, NY CLIENT: Tom and Peg Gaillard SHEET TITLE: APPLIANCE SCHEDULE SEAL&S11RED ^ C DATE: JULY 01,2023 G 1J( DRAWN BY: EVIA ,'�` ��\SJOPH R O <0 CHECKED BY: JCD 46 U 9 Z 1e . � G-105�00 '7T' 03215b „1d� OF N�`� 10 26 SHEET OF ARCHITECT: PROJECT ARCHITECT REMOVE OUTDOOR SHOWER, ® /�A n V/�E�O ROUGH PLUMBING TO REMAIN; REMOVE BLUESTONE LANDING AND � SHOWERHEAD TO BE REPLACED LOW STEP ARCHITECTURE PLLC F7REMOVE45 MAIN STREET, SUITE 624 OVE AND REPLACE DOORS, r �- � REMOVE AND REPLACE DOORS, r TYP.;SEE PLANS,ELEVATIONS AND I TYP.;SEE PLANS,ELEVATIONS AND I BROOKLYN, NY 11201 SCHEDULE I SCHEDULE I Ph: 347.689.4907 - I I EXISTING OIL TANK TO REMAIN. REMOVE AND REPLACE WINDOWS;, EXISTING LOW WALL TO REMAIN REMOVE AND REPLACE WINDOWS;, Contact: Christopher Dameron TYP.;SEE PLANS,ELEVATIONS AND -"� AND TO BE RECLAD;MATERIAL TYP.;SEE PLANS,ELEVATIONS AND _ I I SCHEDULE- COATING TBD. SCHEDULE CONSULTANTS: 55 � I I REMOVE BLUESTONE TERRACE •— �— AND LOW STEP REMOVE POSTS SUPPORTING DECK ABOVE REMOVE DECK ' �� EXISTING _ 205 BEDROOM - - - - = = = =i 109 BEDROOM II I - - - - - - - - - Ell - - - - I - - - - - - - - D DN 201 BEDROOM ISI II I� F2-0--0]EXISTING ISI 107 BATHROOM HALL I I I II I 106 LIVIING ROOM 4U EXISTING EXISTING ISI I I I 204 EXISTING 203 BATHROOM II 108 BEDROOM OFFICE REMOVE KITCHEN;APPLIANCES I / AND MILLWORK.CAP PLUMBING. EXISTING SALVAGE AND STORE GRANITE 202 BEDROOM COUNTERTOPS I II I REMOVE EXISTING WINDOWS AND L� a DOORS.REMOVE PORTION OF VU EXISTING EXTERIOR WALL I REMOVE BLUESTONE TERRACE I AND LOW STEP —J I I f� LEGEND: 1 REMOVAL PLAN -FIRST FLOOR of 2' 4' 8' n REMOVAL PLAN-SECOND FLOOR SCALE: 1/4"=1'-0" EXISTING WALL G SCALE: 1/4"=1'-0" 1r-"� "'" NEW WALL SCALE: 1/4" - V-0" LIST OF SALVAGED MATERIALS FOR REUSE: ALTERATION PROJECT PROCEDURES: 000 EXISTING 1. BLUESTONE PAVERS 1. ALTERATION WORK:THIS TERM INCLUDES REMODELING, RENOVATION, REPAIR, AND MAINTENANCE MECH. ROOM -REMOVE PAVERS WITH CARE, REMOVE MORTAR AND STACK ON PALLETS WITH LABELED WORK PERFORMED WITHIN EXISTING SPACES OR ON EXISTING SURFACES AS PART OF THE PROJECT. QUANTITIES. UP 2. GRANITE KITCHEN COUNTERTOP 2. CONSOLIDATE:TO STRENGTHEN LOOSE OR DETERIORATED MATERIALS IN PLACE. ISSUE DESCRIPTION DATE -DISLODGE FROM CABINETRY AND WALL, REMOVE ADHESIVE AND STORE WITH LABELED 3. DESIGN REFERENCE SAMPLE:A SAMPLE THAT REPRESENTS THE ARCHITECT'S PREBID SELECTION OF 01 FILING AND CONSTRUCTION SET 07/01/2023 QUANTITIES FOR RELSE. WORK TO BE MATCHED; IT MAY BE EXISTING WORK OR WORK SPECIALLY PRODUCED FOR THE PROJECT. L - - 4. DISMANTLE:TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A SURFACE, USING i GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE ITEM AND SURFACES; DISPOSING OF - _ _ _ _ _ - _ - - — - - _ _ _ ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED. 5. MATCH:TO BLEND WITH ADJACENT CONSTRUCTION AND MANIFEST NO APPARENT DIFFERENCE IN GENERAL DEMOLITION NOTES: MATERIAL TYPE, SPECIES, CUT, FORM, DETAIL, COLOR, GRAIN,TEXTURE, OR FINISH;AS APPROVED BY ARCHITECT. 1. ARCHITECT IS NOT RESPDNSIBLE FOR HAZMAT. 6. REFINISH:TO REMOVE EXISTING FINISHES TO BASE MATERIAL AND APPLY NEW FINISH TO MATCH NO WORK TO EXISTING CRAWLSPACE 2. REFER TO SPECIFICATIONS FOR GENERAL TERMINOLOGY. ORIGINAL, OR AS OTHERWISE INDICATED. OR MECHANICAL ROOM PROJECT: 3. GENERAL CONTRACTOR TO SCHEDULE DEMOLITION WITH ADJACENT PROPERTIES. 7. REPAIR:TO CORRECT DAMAGE AND DEFECTS, RETAINING EXISTING MATERIALS, FEATURES,AND KASITA RENOVATION AND FINISHES.THIS INCLUDES PATCHING, PIECING-IN,SPLICING, CONSOLIDATING, OR OTHERWISE ADDITION 4. GENERAL CONTRACTOR TO CONDUCT PRE-DEMOLITION WALK THROUGH WITH ARCHITECT, REINFORCING OR UPGRADING MATERIALS. DEMOLITION CONTRACTORS, SELECTIVE DEMOLITION CONTRACTORS AND OWNER. 8. REPLACE:TO REMOVE, DUPLICATE,AND REINSTALL ENTIRE ITEM WITH NEW MATERIAL.THE ORIGINAL 302 BELL HILL AVE, FISHERS ISLAND 5. GENERAL CONTRACTOR TO CONDUCT PRE-CONSTRUCTION SURVEY OF ADJACENT PROPERTY. ITEM IS THE PATTERN FOR CREATING DUPLICATES UNLESS OTHERWISE INDICATED. SOUTHOLD, NY 7.TEMPORARY SHORING AND BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. 9. REPLICATE:TO REPRODUCE IN EXACT DETAIL, MATERIALS, AND FINISH UNLESS OTHERWISE INDICATED. CLIENT: 10. REPRODUCE:TO FABRICATE A NEW ITEM, ACCURATE IN DETAIL TO THE ORIGINAL,AND FROM EITHER Tom and Peg Gaillard THE SAME OR A SIMILAR MATERIAL AS THE ORIGINAL, UNLESS OTHERWISE INDICATED. SHEET TITLE: 11. RETAIN:TO KEEP EXISTING ITEMS THAT ARE NOT TO BE REMOVED OR DISMANTLED. SELECTIVE REMOVAL 12.STRIP:TO REMOVE EXISTING FINISH DOWN TO BASE MATERIAL UNLESS OTHERWISE INDICATED. PLAN SEAL&SIGNA Q �j DATE: JULY 01,2023 ED Ape DRAWN BY: EVIA �\510PHeRO CHECKED BY: JCD REMOVAL PLAN- BASEMENT/CRAWL SPACE _ ,; 'p', �o i 3SCALE: 114"=1'0" � '; =`"'ter D-100.00 �� F..•�° �� 11 2.6 SHEET OF 1 ARCHITECT: PROJECT ARCHITECT A-200 D A M E R O N C ARCHITECTURE PLLC 10 — — — 45 MAIN STREET, SUITE 624 BROOKLYN, NY 11201 1 � - - - - - - - - - - - - - � � � I I Ph: 347.689.4907 2 Contact: Christopher Dameron A-210 A-200 CONSULTANTS: x x O V 3 I I I x I I 2 41-61 A-201 I I I ( A-201 40 x L12xi< Ix>>'X;xI CD 00 x iX, 41'-1Y"EXISTING L-_ g - I- � f I i-- - - - - - - - - - - - -► EXISTING '-5"EXISTING MECH. ROOM 7 UP I I cs - - NEW GARAGE FOUNDATION; W - - FINAL DESIGN AND SIZE TBD BY STRUCTURAL ENGINEER,TYP. NEW RETAINING WALL z z I _ I ( FOUNDATION — �~—'— — — — — r - - - 7 - = - Lu - - - - - _ - - - - - - - - - 1 L A-201 I I ca N> 8"EXISTGEXISTING 4 EXISTING UNFINISHED CRAWL z I IN X SPACE;NO WORK TO EXISTING CRAWLSPACE OR FOUNDATION N L� - - - - - - - - - - - - - - - - - 01�1 LL: pp r` (A-200 0 �►� A-201 5 - zo 4 NEW FOUNDATION FOR SINGLE I I A-2 0 CP STOREY EXPAN ION;SEE STRUCTURAL DRAW AND -- -- —I 4 NOTES FOR ALL STRUCTURAL _ _ INFORMATION;TYP. �-X> NEW FOOTINGS FOR SUN C, SHADE STRUCTURE;SEE >Ix STRUCTURAL DRAW NGS AND > C/" NOTES FOR ALL STRUCTURAL INFORMA ION;TYP. > ISSUE DESCRIPTION DATE ID/ I to 01 FILING AND CONSTRUCTION SET 07/01/2023 (D 25 2A X" 1 L "x, k 711 . I co X/ o X\ I FINISHED CONCRETE SLAB CRAWL SPACE 7 >1 1 1I PROJECT: * ( I I KASITA RENOVATION AND 2 - - I- - - - - - - - - � -I ADDITION 302 BELL HILL AVE, FISHERS ISLAND PLAN -CRAWL SPACE AND FOUNDATION SOUTHOLD, NY o SCALE: 1/4"=V-0" (D CLIENT: Tom and Peg Gaillard LEGEND. SHEET TITLE: 42'-0" I �7iT??i�Tll EXISTING WALL . -. NEW WALL FOUNDATION PLAN 0' 2, 4' 8' 1 SEAL&SIGNA DATE: JULY 01,2023 A 201 .��RE D'4i4CDRAWN BY: EVIA 4'-6" 5'-6" 8'-0" 8'0" 26'-0" 10'0" 24'-0" SCALE: 1/4 - 1 -0 r o C� n n �^\� \��CPHFR CHECKED BY: JCD A B C D E F G A-100.00 -9�, 0 21 . b y0 �Op 12 26 SHEET OF (__1� ARCHITECT: PROJECT ARCHITECT A-200 DA H E R O N — — — 10 o ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 N WL BROOKLYN, NY 11201 N TYP` Ph: 347.689.4907 2 1 A-210 A-200 f o Contact: Christopher Dameron 43 e •., , •• M i CONSULTANTS: 40'-11"EXIST. o NEW STONE LANDING AND , r STEPS TO EXISTING DOOR SCREENED 44 '• A• w , . , ` Q M o MECHANICAL 16'-4"EXIST. 8'3"EXIST. 164"EXIST. CONDENSERS 3 r • ' 2 A-201 N " : o A-201 /i 41.611 � � O° " � p•. � :,••• I ' • I + r, y F; '. CV y, r w Ij OUTDOOR SHOWER GANEW O , co `-S 1 �o i _ D 13 1 5 16 _ :3z a3.. 8 — — =4H EXIST. D 8 1Y< EXIST. 1 s 15 8/ EXIST. WL 1 11 .• .. • . 15'-8Y4" 1- 3� 1 e � �� � 3 0 TYP 3'•0° 1'-6" 16'-2Y<11 0 HB 15 8/, 1 1-411 24'0" II II � o NEW RETAINING WALL > - - - - - II RAILROADNEW TIE UNCONDITIONED EXISTING STEPSSINGLE-STOREY(2)CAR GARAGE �12 W M o 0 II - - 7 - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - = — XISTINGOILTANK O 1 0 — — — - - - - - - - - -- - - - - - - - - - - - - - - - D / - - - - - - - - - - - - - — REMAIN A-201 UP 13 L WD 2 PROVIDE STONE 11 P I D 107 EXISTING DRz I �►-, iz BATHROOM WL 2 F--: o --- D T 106 LIVING ROOM / TYP w II , i II I I T N FL-1 I I 1 p N WD•2� I _ A-503 14 EXISTING 18 I I REPLACE LL FIXTURES,FITTINGS AND I I 108 BEDROOM FINIS ES IN EXISTING BATHROOM_ — _ ——— _ _ _ - _ _ - - - -- - - - - -j- - - - - -__ _ _ __ _ _ - _ - I I NEW WET BAR WITH SINK, p M GRAVEL PARKING —— — I 16 AREA TO REMAIN BEVERAGE CENTER AND DRAWERS 1 11 AND UPPER CABINETS -" 2 1I ; 105 NEW RM. I II � 11 7a I tD / \ �11Ew I � A 00 I I 1 I 15'-8%"EXIST. - I 1 - , 3'0" I 11'•5"EXIST. A-201 _ I : 1 W 11 P WL•3 I 21.11 , - S °G I A-502 WL 5 WL3 TERRACE ON GRADE II 71.1 " 71•7" 4- .4 n1 01 = 6'-1" 13'0" I _ N 35'- 11 I - o I I I o 100 E T Y HALL \ FL 6 FL-4 I I FL BATH OOM (02 DN A-2 0 L 6.1 1-6 61.411 4 `�/ L � ST-1 I I I — —— ——— — _ i /� `� ST-1 NEW ST-1 TEP AND WL-10 I LANDING DASHED OUTLINE OF SUN SHADE ABOVE.SUN SHADE I I I LL I = STRUCTURE IS SEPARATE ( I i i iII 1 I I L o FROM BUILDING;SEE I o ( I I I I I I I \ ( tilBl " NEW LAN SOAPING, STRUCTURAL DRAWINGS, �fI- -- - - 100 I i p I I i j 1-6 I -5 1 I v TYR ISSUE DESCRIPTION DATE TY air I i t I I --- II r_ 1 �_-- 1 I I I I I I I I rn I 01 FILING AND CONSTRUCTION SET 07101/2023 Cl) ill �- - __- / - E 01 I I I I 11 1 F--_- I I I S __JE RO M I I I--- I I ,� — — - - - - - I 1 I ' ul G I I F •2 II II I I 11 �I i1 I 2 „ vv q I I I L.5 0 P o I I I I I I E i II I I o - wL 6 T II II II kEI _11HEDIItI N i i00 I I 4OA 3' " VD-1 I ZO 9° T O `n ST-5 I PROJECT: .3/2" KASITA RENOVATION AND fl (: 2 _ _ _ _ _ _ I — }___ 11� EW ° = ADDITION W D9 I I I � 4 I -z T 7L. 302 BELL HILL AVE, FISHERS ISLAND O - - - PLAN -FIRST FLOOR SOUTHOLD, NY 1 — — HH—B— p — —_- - - - - - - - - - - - - —� 1 SCALE: 1/4"=1'-01 ca I I 51 1 I n I + CLIENT: Tom and Peg Gaillard DN _ _ J_L_LL _ — _ LEGEND: SHEETTITLE: I I 0 PROVIDE HEAT TRACED HOSE BIBS AS NOTED �77irT?�TT7, EXISTING WALL 421-011 - NEWWALL FIRST FLOOR PLAN 1'-0"TYP. SEPTIC CONTROLS;SEE ELEVATIONS AND SEPTIC PLANS. 0' 2' 4' 8' 1 NEW STONE PATH;ST-1 SEAL&SIG DATE: JULY 01,2023 TERRACE ON GRADE A-201Ljm • D A&C_ DRAWN BY: EVIA SEE SCHEDULE R 4'-6" 5'-0 81.011 26'-011 101-011 24'-011 SCALE: 1/4 = 1 -0 �Q- n „ ,� � \�lopHER /�� CHECKED BY: JCD � A B C D E OF G H �1��;�--�� ��• 101 . 00 03215 �O �°F N 13 26 SHEET OF 61� ARCHITECT: PROJECT ARCHITECT A.200 DAMERON ARCHITECTURE PLLC 10 45 MAIN STREET, SUITE 624 )� BROOKLYN, NY 11201 2 1 Ph: 347.689.4907 A-210 A-200 o Contact: Christopher Dameron NEW LOW R-1CONSULTANTS: SLOPE EPDM ROOF;SLOPE TO DRAIN;TYP o 0 0 NEW STONE LANDING AND STEPS 3 2 40'-11"EXISTING A-201 O o A-201 01 Lu qCn z OO fr(: �o 0 9 '- 'EXISTING 8'-3"EXISTING 16'-4"EXISTING 0 Rzl )o RF-1 0 'gq= _ -- 37 38 39 40 41 42 — —� R_ 8 01 - - ----_-_ - — -- —---- - 1 s WL-1 15'-8%"EXISTING > 10 15'8%"EXISTING TYP o 6'-4" Z: o w 205 BEDROOM D - - - - - - - NEW UNCONDITIONEDRz a9CD / _ _ _ SINGLE-STOREY(2)_ _ 35 36 I - _ - - _ - - _ _ 20 X CAR GARAGE NEW RETAINING WALL co - - - - - _ _ _ \ BELOW D DN � 201 BEDROOM A-201 D 33 34 `nQ/ 27 200 EXISTING 21 20 21 LC �O `►►'' HALL WL•2 Iz_- > a�( / TYP. X o LWD2� Lu 00 \ D o 31 32 1 26 203 BATHROOM D 22 23 XISTINGN _ Z 204 OFFICE D D 00 25 24 Cl) 6 — ALL NEW WINDOWS � `�`�' ' AND DO RS;SEE D ( I 202 EXISTING Z SCHEDU E r BEDROOM LL: 30 X 29 30 ' EXISTING WASHER/DRYER D TC OSET TO REMAIN ( / 23 fi (� o 20 15'834" XISTING U "E(IS IN 15'8%"EXISTING A-2.00 A-201 REPLACE ALL FIXTURES,FITTINGS AND A-503 FINISHES IN EXI TING BATHROOM ' 5 - - 3'-11"VIF, 3'-11"VIF. 717-VIF.— ————��, 3'-11"VIF. f, 3'-11"VIF. i 28 27 26 25 24 o to NEW EJRY WITH STONE PATH BELOW NEW LO SLOPE EPDM co ROOF A D AWNING ISSUE DESCRIPTION DATE OUTLINE OF NEW RF 1 STONE PATIO BELOW cn 01 FILING AND CONSTRUCTION SET 07/01/2023 - O v M -i 3 - o z OUTLINE OF NEW 00 BUILDIN PARAPET NEW SUN SHADE STRUCTURE PROJECT: KASITA RENOVATION AND ADDITION 302 BELL HILL AVE, FISHERS ISLAND . . . . PLAN-SECOND FLOOR AND ROOF SOUTHOLD, NY 4 SCALE: 1/4"=1'-0" co CLIENT: Tom and Peg Gaillard LEGEND: SHEETTITLE: EXISTING WALL SECOND FLOOR 7 NEW WALL ROOF PLAN 0' 2' 4' 8' 1 JULY 01.2023 In lll=� SEAL&SIG G D A p DATE: A-2o1 ,�� G .T,y� , n , n r n 1 n n _ V-0" _ n 5 OPHR ' DRAWN BY: EVIA CHECKED BY: JCD 41-611 51-611 8-0 81-011 26-0 10-0 24-0 SCALE: 1/4 - 1 0 A B C D E F G H N ° A-1 OZ OO 03 2 FOS 14 26 SHEET OF 61� ARCHITECT: PROJECT ARCHITECT A-200 D A M E R O N 10 ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 )� BROOKLYN, NY 11201 2 1 Ph: 347.689.4907 A-210 A-200 o Contact: Christopher Dameron CONSULTANTS: 0 0 0 v Q1 NEW ROOF OVER NEW. GARAGE,SEE;A-102 0 3 FOR ROOF NOTES� 2 A-201 o A-201 0 0 0 DR, bo - \6 C-D ILI] j I DRuy y ly I� Li I1 211 L2 $ - — - — — I I l I ,� I i rlQ > I Y 7 - - 1 0 I ; I A-201 I, I I � I I I > I I r I' o I I � I I i � I I _ I PROVIDE NEW ASPHALT SHINGLES TO I I MATCH EXISTING > a I I I I 2&3 I I I i I A-200 A-201 - - - I I ZD o � A-2 0 0 co ISSUE DESCRIPTION DATE 01 FILING AND CONSTRUCTION SET 07/01/2023 — ------ — NEW ROOF OVER ADDITION,SEE;A-102 FOR ROOF NOTES co0 PROJECT: KASITA RENOVATION AND 2 - — — -- ADDITION 302 BELL HILL AVE, FISHERS ISLAND . . . . . 1 scAPLANE:R00F1 o SOUTHOLD, NY CLIENT: Tom and Peg Gaillard LEGEND: SHEET TITLE: ??%iiTTlTT7, EXISTING WALL If NEW WALL ROOF PLAN 0' 2' 4' 8' 1 SEAL&SI t�fSp A DATE: JULY 01,2023 A-201 `CJ� �OPH� '" DRAWN BY: EVIA 4'•6" 5'-6" 8'-0" 8'-0" 26'-0" 10'-0" 24'-0" - l'-O" U F:' :I '� -Y, ,,,� SCALE 1/4" — 1 O�� ��� �F "` r ��� CHECKED BY: JCD A B C D E F G H o32 o�� A-103.00 21 y FBF NES 15 26 SHEET OF LOCATION OF A L XTE 10 V PO y S. VIDE ARCHITECT: PROJECT ARCHITECT CLEARANCES P R MAN iC�U ER'SPE IFIC 10 S 0 - L-16 L-24 Q ARCHITECTURE PLLC CU-1 CU-1 ASSUMED OUTDOOR REPLACE EXISTING LIGHT 45 MAIN STREET, SUITE 624 UNIT FOR ADDITION FIXTURE;SEE SCHEDULE BROOKLYN, NY 11201 Ph: 347.689.4907 CU_2 -- -- = CU_2 Contact: Christopher Dameron L-24 CONSULTANTS: ' EXISTING SWITCH L-21 I I 6141 I II II EXISTING / - - - - - II BEDROOM - - - - - - - - - - II 109 BEDROOM II II � I II - - - - - - - - - - - - — :;>— — — — — — — — — — — — — — — — — — UP 201 DN BEDROOM PROVIDE ELECTRIC AT FLOOR REPLACE FAN WIT FANLIGHT NEW WALL-MOUNTED UNIT AND I HEAT IN BATHROOM COMBO;SEE SCHEDULE CONDENSATE LINE TO OUTDOOR EXISTING BATHROOM CONDENSING UNIT ( 200 HALL l Q I I I I 106 EXISTING ROOM 11 L-24 - - - II I I 1 I GF AN-2 A I > EXISTING A-503 1 EXISTING F2-04-]EXISTING 203 BATHROOM UTILIZE BACK PORTION OF FFICE I I I 108 BEDROOM I EXISTING CLOSET PER VERTICAL — — `e ——— — — —A-°g Q\ RUNS AND CONDENSATE LINES — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - I— — - — - - — — — II - - - - - - - - - - - - - - ` 202 — — - -- - - - - - - - - - - - — 125 — FA 1 — \ ' �EXISTING Aa BEDROOM NEW NEW WALL-MOUNTED U ITS AND \ _ I I I M 105 POWDER RM. CONDENSATE LINE TO OUTDOOR CONDENSI G UNIT I ! o ' AC-3/ X� 2X I �X 1 u / UU 'RQO SINK I I GFCI -19 L-2$ I I GFgI 3 3 I A-502 PROVIDE ELECTRIC MAT FLOOR I I 6 III OPENING I I �f PP 104 NEW cl L-5 I CLOSET HEAT IN BA HROOM A-503 L1 a ROOM - - - - _— - - - _� _ I-- _ —Q --- - - -- - — — — 25 - — — — — I — — — -- --4iO-- ----�� I _ L-24 --- --�.--�.. 1 I REPLACE FAN WITH FANLIGHT 1 I I Ci X X X X y - I COMBO;SEE SCHEDULE HALL z z -z 2_@ I I I I \ inn l NEW \ DN RCP, POWER AND MECHANICAL PLAN-SECOND FLOOR _ _ \� TRY HALL 1 2 SCALE: 114"=1'-0" - -= - - - - - - - - - — — - - - — - - -- -2s � — — PROVIDE WALL WASHER;SEE TABLE .-ISLAND I I x/ — —�— — — — — L-z7 A-500 / ' \ I I I / I DETAIL MXX I I o 10 I IGFC] I I I I \ L-4 I GF I X I \ I . I GFCI p zo Ls ) Ir NEW I I I /- -10 I� % ii I ---1 I 1 \ 102 NEW 4'10" i' I — -— i I I i I�— \�BEDROOM I � � o - -_ — — - - - - - IIS D I VI I I � � I\ 25— — — — I I N I --.I-,- ` '---- _ GF �, o I I =__ �' ---- ===I I DOx \&WI DOW I 1 I Q � L-23 L-22 \ L- L-261 IIF GFd; - � i I I \ o I I I II 11 L-7 it �`I ---- I -- , - 1 I 4'-5" FAN-1 I Q PROVIDE GFCI OUTLETS z4 31.011 -24 )o AT 42"A.F.F I I I I I I 3'-0" 1,I I c1 �, iii OI'. { I -11 � I W I I ' , GFCI II L-26II - - - - w - �I0 °- 103 NE R99 I \ o M L-B ' L-8 L-B I GF / L-1 1 F I I I \ I ) I I I -_- / PROVIDE ELECTRIC MAT FL ORT o }___ \ - cJ HEAT IN BATHROOM o RCP AND POWER NOTES: — —= — — — — — - - 101 NEW + LNCa GF I I _ L-11 I w I - — L 23 — 5 i INK I i I I GFCI I FAN-1 G cl 0 I \, '\ �� 1)SEE LIGHTING SCHEDULE FOR ALL SPECIFICATIONS. 1 _ I 2.)PROVIDE POWER OUTLET LOCATIONS AS REQUIRED PER II I - - - - - - - - - -_ _ _ _ - — — / \ 1 — — — — — — — — PROVIDE DOUBLE — — I- 6I I `Q'L'Ir--------+�t'1z' Q L-za Q L-za 3.)LOW VOLTAGE LANDSCAPE LIGHTING (DESIGN I I I I I I I I I DUPLEX INSIDE I I 1 1 -22 P FORTHCOMING) I I 1 1 I I I I I APPLIANCE CABINET I I DN7 F — 1 4.)PROVIDE ELECTRIC FLOOR MAT HEAT IN ALL FULL �� — — — — — BATHROOMS. — — I I �p ISSUE DESCRIPTION DATE —r— — L-25 L 2 L-25 5.)UPGRADE SERVICE TO 400 AMPS. 01 FILING AND CONSTRUCTION SET 07/01/2023 Q L- Q L-24 �l , L-24 Ip GFCI \ 0 L-2 REFLECTED CEILING SYMBOL KEY: 411 J- ® SMOKE AND CARBON MONOXIDE DETECTOR 1 RCP, POWER AND MECHANICAL PLAN- FIRST FLOOR RCP, POWER AND MECHANICAL PLAN-GARAGE O THERMOSTAT SCALE: 1/4"=1'•0" 3 SCALE: 1l4"=T-0" ® BATHROOM VENT,SEE MECHANICAL LIGHT SWITCH/DIMMABLE LIGHT SWITCH SURFACE MOUNTED LIGHT FIXTURE DOWNLIGHT PROJECT: EQUIPMENT AND FAN SCHEDULE LEGEND: MECHANICAL NOTES: OO RECESSED UPLIGHT KASITA RENOVATION AND TAG DESCRIPTION MANUFACTURER MODEL COOLING BTU VOLTAGE CFM SERIAL# NOTES PENDANT LIGHT FIXTURE EXISTING WALL 1. ALL NEW EXHAUST FANS TO VENT PER CODE. Q WALL SCONCE ADDITION AC-1 EFFICIENT INDOOR UNIT-NEW UNIT FOR ADDITION TBD SIZE PER ROOM PROVIDE SUBMITTALS FOR ) o LINEAR LED 302 BELL HILL AVE, FISHERS ISLAND 1"°'-"'"""" `"1 NEW WALL (NOT SHOWN ON PLANS) HEAT LOAD REVIEW AND APPROVAL 2.) LOCATION OF ALL WALL&CEILING DIFFUSERS AND { LINEAR B;HEAT TRACED SOUTHOLD, NY REGISTERS TO BE COORDINATED WITH ARCH. EFFICIENT INDOOR UNIT-NEW UNIT FOR ADDITION SIZE PER ROOM PROVIDE SUBMITTALS FOR 3. COORDINATE DUCTED HEAT PUMP SYSTEM FLOOR OUTLET Q CEILING FAN 0' 2' 4' 8' AC-2 (NOT SHOWN ON PLANS) TBD HEAT LOAD - - REVIEW AND APPROVAL ) (/4 CLIENT: MITSUBISHI OR SIZE PER ROOM PROVIDE SUBMITTALS FOR AND RETURN LOCATIONS WITH ARCHITECT FOR OPTIMAL AC 3 CONCEALED DUCT INDOOR UNIT INTERIOR LAYOUT. Tom and Peg Gaillard APPROVED EQ. HEAT LOAD REVIEW AND APPROVAL SCALE: 1/4" - 1'-0" MITSUBISHI OR _ SIZE PER ROOM _ _ PROVIDE SUBMITTALS FOR 4.)DRAIN CONDENSATE LINES TO OPEN AIR @ APPROPRIATE LOW VOLTAGE LANDSCAPE LIGHTING SYMBOLS: SHEET TITLE: AC 4 WHITE DESIGNER WALL-MOUNTED INDOOR UNIT APPROVED EQ. HEAT LOAD REVIEW AND APPROVAL DISCHARGE LOCATIONS -OR-CONNECT TO SEPTIC SYSTEM, Q LOW VOLTAGE LANDSCAPE-PATH LIGHT MITSUBISHI OR SIZE PER ROOM PROVIDE SUBMITTALS FOR PER MECHANICAL CODE. RCP POWER AND AC 5 WHITE DESIGNER WALL-MOUNTED INDOOR UNIT APPROVED EQ. HEAT LOAD REVIEW AND APPROVAL 5.)REWORK EXISTING HEAT ZONES TO COORDINATE WITH LOW VOLTAGE SURFACEMOUMEDUGHTFIXTURE AC-6 WHITE DESIGNER WALL-MOUNTED INDOOR UNIT MITSUBISHI OR SIZE PER ROOM - PROVIDE SUBMITTALS FOR FLOOR LEVELS. p LOW VOLTAGE RECESSED WALL LIGHT FIXTURE MECHANICAL PLAN APPROVED EQ. HEAT LOAD REVIEW AND APPROVAL PROVIDE SUBMITTALS FOR FIRE RATING NOTE: POWER AND COMMUNICATION SYMBOL KEY: CU 1 EFFICIENT OUTDOOR HEAT PUMP TBD SEAL&SI D DATE: JULY 01,2023 REVIEW AND APPROVAL 11 MULTI-ZONE INVERTER HEAT-PUMP MITSUBISHI OR PROVIDE SUBMITTALS FOR ° °* DRAWN BY: EVIA OUTDOOR UNIT, DUCTWORK OR PIPING PENETRATIONS OF FIRE-RATED FLOORS, WALL-MOUNTED DUPLEX RECEPTACLE �� ��oPi-��' •,:, CU-2 - 6.. CHECKED BY: JCD SYSTEM(ASSUMED LOCATION SHOWN IN PLANS) APPROVED EQ. REVIEW AND APPROVAL WALLS AND SHAFT WALLS SHALL BE PROTECTED BY FIRE WALL-MOUNTED DOUBLE DUPLEX RECEPTACLE �lC/ �� :,. ?� FAN-1 WhisperWarmO DC Fan I Heater,50-80-110 CFM PANASONIC FV-0511VH1 120 V 50-80-110 CFM PROVIDE SUBMITTALS FOR DAMPERS, FIRE RATED MATERIALS,AND/OR FIRE STOPPING AS p POWER PANEL REVIEW AND APPROVAL REQUIRED BY MECHANICAL CODE. Q WALL-MOUNTED COMMUNICATION RECEPTACLE CABLE TV RECEPTACLE A-1 O O FAN-2 WhisperFit®DC Fan 50-80110 CFM PANASONIC FV-051 1 VF1 120 V 50-80-110 CFM PROVIDE SUBMITTALS FOR t�� /�� REVIEW AND APPROVAL ,f,T 032 15?' yO FOF NES 16 26 SHEET OF ARCHITECT: PROJECT ARCHITECT H G F QE D C B A DAMERON ARCHITECTURE PLLC NEW WINDOWS AND DO RS; SEE 45 MAIN STREET, SUITE 624 MTL-2 DOOR AND WINDOW SCH EDULE BROOKLYN, NY 11201 Ph: 347.689.4907 — Contact: Christopher Dameron — ( ROOF TO BE RECLAD; TYP. SEE CONSULTANTS: MATERIAL SCHEDULE LL_ RECLAD; TYP. SEE MATERIAL 39 SCHEDULE 42 41 38 37 PAINTED TRIM; SEE WINDOW ___- AAN4034ILI AND DOOR DETAILS;TYP. EXIST. WINDOW SILL 1 PARAPET _:::: . ........:. . .. . ... + - ..... EL. 10 7 1/2 VIF. .............................. PAINTED SMOOTH o : :':::':: / ... / j,� - FIBER-COMPOSITE- N it : r:'. :ii:'r:'::' r: R COMPOSITE PANELS _ .. /..: .':.:.:: : •.:.:'::::MT..-'..:: ;:;'::'::::.'.'::'.:': = SECOND FLR & B.O. CANOPY ;. :. t . ...... ........... ..... —S E WLhIRO.1I�(ANDJ1QOR — — ,.. .... — EL: + 8-6 1/2 VIF. —....... -:':: '...... ...s':. DETAILS; TY — P. BUILDING ....... is ':::' B B.O. SUN SHADE I I I SUN SHADE AND OUTDOOR ADDITION / \ / \ : :. / \ / \ SHOWER EL: + 7'-9"VIF. 13 \ _ AAN4034 AAN4034DASHED OUTLINE OF WD 1 AAN4034 AAN4034 L SCREEN FOR CONDENSERS 0 ao NEW PAINTED F USH PANEL DOOR WITH SIDELIGHT; SEE DOOR AND WINDOW SCHEDU E _ FIRST FLOOR _ -- — �— IOff REBUILD STON�-CLAD LANDING AND STEP I -- EL-'-+-E T REPLACE EXISTING LIGHT FIXTURE WITH L-XX STONE TERRACE 110 GARAGE I I I I EL: -0'-4" II II NORTH ELEVATION-PROPOSED SCALE: 1/4"=1'-0" 9 8 7 6 1 WINDOWS 29,31,33 AND 35 17 F-1 CHANGED TO FULLY-OPERABLE CASEMENT, EGRESS WINDOW E)gS-T4NGABr DI-TAeN — HOUSE i �II� II DASHED OUTLINE OF SUN SHADE - // I �'„i I // IN FOREGROUND; SEE ELEVATION • 36 34 32 30 BELOW. MTL-X FLASHING NE ✓WINDOWS AND DOORS TYP.' SEE DOOR AND WINDOW 35 j 33 31 29 SCHEDULE u > EXIST. WINDOWSILL/PARAPET _�A00 M fij L�] IiL J 'm — — � R & B.O. CANOPY --------------------------------- _ - - -- -- - - -- - - - -- — — — - - - - - - - - - 1t1L-t -- - - SECOND FL .......'.'. ::..'::..... .. :: ..:.'.'.':.::. . :.:':...'. ................ ....--_ d` ................................... ... .. ..... ........''.':.'.:...'.'...'.. ........... .. .. ....'... .. .'... .. :...... ..... :::::::. :. : ::.........:.'..'.':... .......... ........:: EL: + 8-6 1/2 VIF. I LI 31 / EL: + T-9”VIF. " WINDOW& DOOR HEAD EL: + 7'-6"VIF. WINDOW SILL — — - I I I I " I I I \ I I 1 .. .. : : :: I MTL-.1.... ... .: ........................................... . ....... ................................ . . ... .. ...................... ........ 8 0z \ .. ...... .......................... .... t I I 1 1 1 I i _ FIRST FLOOR _ STONE TERRACE ISSUE DESCRIPTION DATE PAINTED SMOOTH 01 FILING AND CONSTRUCTION SET 07/01/2023 FIBER-COMPOSITE PANELS; SEE — WINDOW AND DOOR DETAILS; TYP. oz FILING-CLARIFICATION ton,/2023 2 EST ELEVATION - PROPOSE? SCALE: 1/4"=1'-0" PAINTED TRIM; SEE WINDOW AND DOOR DETAILS; TYP. EXISTING ADDITION HOUSE DASHED OUTLINE OF BUILDING FOUNDATION; SEE STRUCTURAL DRAWINGS, TYP. I_ — DASHED OUTLINE OF BUILDING BEYOND PROJECT: WD-6 SUN KASITA RENOVATION AND �—--------- � j BAFFLES ADDITION t II II II II II II II II II 11 II II II I III II II II II II II II II �� II �� II II II II III II II II II II II II II II II II 11 II II I I II II II II II II 11 II II II II 1 II II II II II II II II 11 II II II II II II I I II II II II II II II II II II II II II II II I I II II II II II I I II I II II it 1 302 BELL HILL AVE, FISHERS ISLAND 1`I GC TO COORDINATE HEIGHT OF B.O. SUN SHADE SOUTHOLD, NY A5 ( i MTL-2 SUN SHADE WITH HEIGHT OF EL: + 7'-9"VIF. I I WINDOW HEAD TO ENSURE WD-3 OUTDOOR SHOWER WINDOWS CAN OPENING FULLY CLIENT: WITH SWING DOOR Tom and Peg Gaillard SEE STRUCTURAL DRAWINGS FOR D SIZES, CONNECTIONS AND SHEET TITLE: DETAILS; TYP. I i _ ELEVATIONS FIRST FLOOR 1 i t I I I I I I I I I EL- -Y-0" TONE �TERRACEFIT:::' ] S - JULY 1,2023EL0 SEAL&SIGNATURE: DATE: r�I pED / DRAWN BY: EVIA fw\, FeT`�OPH y� CHECKED BY: JCD vn 0 WEST ELEVATION-SUN SHADE-PROPOSED 3 ; ➢-_:'., A 200.00 SCALE: 114"=1'-0" lg� T of N 17 29 SHEET OF ARCF H q B C 4r: Bf Pt - Cl CON I I i 27 \ / 26 \ / 25 \ / 24 \ = — L EXIST. WINDOW SILL/ PARAPET PARAPET— / \ / \ / AAN4034 \ / \ / aAN4o3a \ PARAPET AAN4034 o EL: + 10'-7 1/2"VIF. lE N CANOPY WITH SECOND FLR & B.O. CANOPY ALIGN CONCEALED EL: + 8'-6112"VIF. - - - - - - - - - - - - - - - - - - - - — — --— — — — — — — — — -- - - - - - - - - - - - TTER B.6--SU -- - \ WINDOW& DOOR HEAD EL: + 7'-6"VIF. &05/ \\ 36"X34" \ 03 \ STONECAPPED I / \ 06 \ O / \ \ \ \ \ / LOW WALL o SUN SHADE— \ \ p / / \ 09 - / p / p \ 7.0 o \ \ ::: /36'7(60" WD 3 GATE 21 OUTDOOR / r / \ N D — / E YO / SHOWER WE RB — \ FIRST RS TF FLOOR R ...... ..... :M TL • ..... . / ............ - ��_ � — .�- - ELS-+-O'-0,1 \ — _ S TD ISE T I EL: -0'-4" ( I 110 GARAGE I I I GRAVEL DRIVE/GARAGE SLAB I I I I I I I EL: -0'-11"VIF. I I DASHED OUTLINE OF BUILDING FOUNDATION; SEE STRUCTURAL DRAWINGS, TYP. 1 SOUTH ELEVATION-PROPOSED SCALE: 114"=1'-0" 3 4 5 6 $ 9 1 WINDOWS 20 AND 22 CHANGED 2 TO FULLY-OPERABLE CASEMENT; EGRESS WINDOW _ [�Ii46N -EX- INe--- - HOUSE 23 21 MTL-X FLASHING I NEW WINDOWS I I I I I AND DOORS, TYP.; SEE DOOR AND 22 20 \ WINDOW — SCHEDULE � � EXIST. WINDOW SILL/PARAPET MTL-2 TILE-10 L-01 EL: + 10'-7 1/2"VIF. _Sy. ... .... — "` SECOND FLR & B.O. CANOPY SHADE c.;.: :::::::::::::::::: :::::: ... — — EL: + 8'-6 1/2"VIF. MTL�'I - - — B.U. SUN-�H - - EL' + \ REPLACE STONE LANDING AND WINDOW& DOOR HEAD / \ 18\\ // 17\\ STEP; SEE SCHEDULE EL: + 7'-6"VIF. LI AAN4034 \ _1 01 \ 0 _ o / 0 > (0 1 LL: W WINDOW SILLcj — / w — EL: + 2'-6"VIF. 36"X 011,\ /36"X60" LL — FIRST FLOOR REFACE WALL, PR A cm _ :.' —STS — ... .... .. ...... N STONE ER RR ACE E ............. ..... ... 777 ............ ........ .. ............... ... ... I EL: -0-4 MTL-3 NEW ST 1 S EP AND LANDING BASE L — _ — LADDITION EXISTING HOUSE 2 EAST ELEVATION -PROPOSED SCALE: 114"=1'-0" DASHED OUTLINE OF BUILDING FOUNDATION; SEE STRUCTURAL DRAWINGS, TYP. CANOPY WITH CONCEALED GUTTER PARAPET- GARAGE _ MTL-X PARAPET EL: + 10'-0"VIF. VERIFY GRADE AND ALLOWABLE HEIGHT OF SIDING RETAINING WALL D3 - I v ST-1 VERIFY GRADE AND ALLOWABLE HEIGHT OF SIDING AND ALLOWABLE VERIFY GRADE HEIGHT OF SIDING v `:I.. ... ". .. LL -- GRAVEL DRIVE/GARAGE SLAB EL: - 0'-11"VIF. EAST ELEVATION-GARAGE-PROPOSED 3 WEST ELEVATION-GARAGE-PROPOSED SCALE: 114"=1'o" SCALE: 1/4"=1'-0" ARCHITECT: PROJECT ARCHITECT A B C D E F G H DAMERON ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 BROOKLYN, NY 11201 -- _ Ph: 347.689.4907 Contact: Christopher Dameron CONSULTANTS: PARAPET-,------__ ARAPET PARAPET EXIST. WINDOWSILL/PARAPET CANEL: + 10'-7 1/2"VIF. PY CONOCEA EDH _ _ SECOND FLR & B.O. CANOPY G'UTTER- _ EL: + 8'-6 1/2" VIF. 13.;5:-SUWSHADE - — - � — - EL: + 7'-9"VIF. SUN SHADE; SEE / WINDOW& DOOR HEAD STRUCTURAL 101 NEW DINING 103 BATWHRO I 102 NEW STONE CAPPED / \\\ EL: + 7'-6"VIF. DRAWINGS, TYP. / I EE LOW WALL / \ OUTDOOR SHOWER BEYOND , � �� ;'. WD-3 GATE / 110 GARAGE \\\ _ FIRST FLOOR STDIQE T EL: -0'-4" GRAVEL DRIVE/GARAGE SLAB EL: -0'-11"VIF. E=1- I L:1 LDASHED OUTLINE OF BUILDING FOUNDATION; SEE STRUCTURAL 1 SECTION-PROPOSED DRAWINGS, TYP. SCALE: 1/4"=1'-0" 9 8 7 6 5 4 3 2 1 EX16T+NG AeN- HOUSE 11 200 EAUL TIN HA 2'-9 3/4" BUILDING PARAPET IN 203THR O BACKGROUND 11 CONCEALED ROOF GUTTER II � i- - EXIST. WINDOWSILL/PARAPET EL: + 10'-7 1/2"VIF. SUN SHADE; SEE STRUCTURAL SECOND FLR & B.O. CANOPY — — — — — - — —_ ice_ �' �'• ` � EL: + 8'-6 1/2"VIF. c-, — SPLIT EL: + 7'-9"VIF. I j -' ( ( ��\ `�\ I ' �� I I WINDOW& DOOR HEAD EL: + 7'-6"VIF. J 1 0 04 MU RO 101 NEW + DINING WINDOW SILL I I i 107 T M i •' I �� EL: + 2'-6"VIF. ,r' ; • i _ — EXISTING \ FIRST FLOOR — — RSI--T - — — — STONE TERRACE EL: -0'-4" ISSUE DESCRIPTION DATE rn fV 01 FILING AND CONSTRUCTION SET 07/01/2023 EXISTING ADDITION FOUNDATION; SEE STRUCTURAL HOUSE 2 SECTION -PROPOSED SCALE: 1/4"=1'-0" PROJECT: KASITA RENOVATION AND ADDITION 302 BELL HILL AVE, FISHERS ISLAND SOUTHOLD, NY CLIENT: Tom and Peg Gaillard SHEET TITLE: NOTES: 1.) BUILDING SECTIONS ARE SCHEMATIC AND BUILDING SECTIONS MEANT FOR GENERAL INFORMATION. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL MEMBER SIZING, LOCATIONS, AND DETAILS, JULY 01,2023 TYP SEAL&SIGNA c D DATE: A&C,�, DRAWN BY: EVIA CHECKED BY: JCD -210. 00 V.V 03215'0 °F r4 19 26 SHEET OF f ARCHITECT: PROJECT ARCHITECT 3 FOR ALTERNATE FINISHES(1)LAYER 1/2"PAINTED B,SEE ELEVATIONS 64 VIF. 9�"VIF. (1)LAYER 5/8"PAINTED GWB;SEE ELEVATIONS ®A E R O N FOR ALTERNATE FINISHES 4 VAPOR BARRIER;HIGH-PERFORMANCE VAPOR HEAD/SECTION HEAD/SECTION PROVIDE ACOUSTICAL SEALANT,TYP. -VAPOR BARRIER;HIGH-PERFORMANCE VAPOR ARCHITECTURE L L RETARDER;PRO-CLIMA INTELLO OR APPROVED RETARDER;PRO-CLIMA INTELLO OR APPROVED / EQUAL. 44'VIF. vIF. EQUAL 45 MAIN STREET, SUITE 624 i EXISTING 2X4 WOOD STUDS TO REMAIN, 2x6 WOOD STUDS.INSULATE CAVITY WITH BROOKLYN, NY 11201 INSULATE CAVITY WITH ROCKWOOD COMFORTBATT R15 OR APPROVED EQUAL. (1)LAYER 112"PAINTED GWB TO REMAIN;SEE OD COMFORTBATT R15 OR APPROVED (1)LAYER 112"PAINTED GWB TO REMAIN;SEE EQUAL.ROCKEQUAL. Ph: 347.689.4907 / EXISTING SHEATHING TO REMAIN ELEVATIONS FOR ALTERNATE FINISHES ELEVATIONS FOR ALTERNATE FINISHES s, Contact: Christopher Dameron EXISTING 2X4 WOOD STUDS TO REMAIN.IN EXISTING 2X4 WOOD STUDS TO REMAIN e SHEATHING INTERIOR EXTERIOR SOME CASES WALL MAY BE THICKER TO EXISTING SHEATHING TO REMAIN INTERIOR EXTERIOR CONSULTANTS: BUILDING WRAP AIR BARRIER.TAPE ALL PLAN ACCOMMODATE PLUMBING OR STRUCTURE. PLAN NEW 8'PAINTED GWB FURR OUT TO ALIGN WITH BUILDING WRAP AIR BARRIER.TAPE ALL / SEAMS PER MANUFACTURE'S ¢ ADJACENT WALL,TYP. SEAMS PER MANUFACTURE'S RECOMMENDATIONS. > RECOMMENDATIONS. LU TAPE IN CORNER L OR J BEAD 1.5 CONTINUOUS EXTERIOR RIGID INSULATION;ROCKWOOD EXISTING BASE TO REMAIN 1X4 PAINTED WOOD BASE SCRIBED TO FLOOR. 1.5"CONTINUOUS EXTERIOR RIGID / PAINT EXPOSED EDGES AND REVEAL TO MATCH COMFORTBOARD 80 WITH R VALUE=4.21 EXISTING BASE TO INSULATION;ROCKWOOD INCH,OR APPROVED EQUAL. EXISTING FINISH WOOD FLOORING OVER BASE,TYP. COMFORTBOARD 80 WITH R VALUE=4.2/ EXISTING SUBFLOOR TO REMAIN REMAIN -� NEW FINISH FLOOR AS SCHEDULED INCH,OR APPROVED EQUAL. 1/4"STAGGERED HORIZONTAL SILL/SECTION 5 -- = SILO SECTION --""- 1/4"STAGGERED HORIZONTAL / WOOD FURRING STRIPS SLOPED TO WOOD FURRING STRIPS SLOPED TO DRAIN DRAIN VERTICAL CEDAR SIDING;SEE VERTICAL CEDAR SIDING;SEE SCHEDULE SCHEDULE WL- EXISTING EXTERIOR WOOD STUD - REINSULATED WL-2 EXISTING GWB PARTITION WL-3 EXISTING EXTERIOR'NOOD STUD WITH NEW FINISH WL-4 NEW EXTERIOR WOOD STUD- INSULATED SCALE: 1 1/2"==1'-0" SCALE: 11/2"=1'-0" SCALE: 11/2"=1'•0" SCALE: 11/2"=1'-0" No required R-value for existing building No required R-value No required R-value Required total R-value:20 or 13+5 Proposed total R-value:29.3 3.5"of R15(15) (cavity)+min. 1.5"of R4.2 per inch (6.3) (continuous) =21.3 total 5.5"of R23(cavity)+min. 1.5"of R4.2 per inch (6.3) (continuous) =29.3 total (1)LAYER 5/8"PAINTED GWB;SEE ELEVATIONS FOR ALTERNATE FINISHES (1)LAYER 518"or%"PAINTED PLYWOOD VAPOR BARRIER;HIGH-PERFORMANCE VAPOR RETARDER;PRO-CLIMA INTELLO OR APPROVED 94'VIF. 108"VIF. EQUAL. HEAD/SECTION PROVIDE ACOUSTICAL SEALANT,TYP. HEAD/SECTION VAPOR BARRIER;HIGH-PERFORMANCE VAPOR 2x6 WOOD STUDS.INSULATE CAVITY WITH RETARDER;PRO CLIMA INTELLO OR APPROVED 44 54"VIF. EQUAL. ROCKWOOD COMFORTBATT R15 OR APPROVED { EQUAL. 2x6 WOOD STUDS.INSULATE CAVITY WITH 2X4 WOOD STUDS.INSULATE CAVITY WITH ROCKWOOD COMFORTBATT R15 OR APPROVED 6"SHEATHING (1)LAYER 5/8"PAINTED GWB BOTH SIDES;SEE ROCKWOOD COMFORTBATT OR APPROVED EQUAL.(INSULATION OPTIONAL) BUILDING WRAP AIR BARRIER.TAPE ALL ELEVATIONS FOR ALTERNATE FINISHES EQUAL FOR NOISE,TYP. e"SHEATHING SEAMS PER MANUFACTURE'S 2X4 WOOD STUDS.INSULATE CAVITY WITH RECOMMENDATIONS. ROCKWOOD COMFORTBATT OR APPROVED 2°CEMENT BOARD OVER MOISTURE BARRIER OF 4 INTERIOR EXTERIOR INTERIOR EXTERIOR PLAN EQUAL FOR NOISE,TYP,IN SOME CASES WALL PLAN MIL PLASTIC BUILDING WRAP AIR BARRIER.TAPE ALL 1.5"CONTINUOUS EXTERIOR RIGID MAY BE THICKER TO ACCOMMODATE PLUMBING THINSET MORTAR;DEPTH AS REQ. ,`lr, OR STRUCTURE. SEAMS PER MANUFACTURE'S INSULATION;ROCKWOOD LU TILE;AS SCHEDULED RECOMMENDATIONS. COMFORTBOARD 80 WITH R-VALUE=4.21 TAPE IN CORNER L OR J BEAD;TRIM TEX OR SIMILAR. THINSET MORTAR;DEPTH AS REQ, INCH,OR APPROVED EQUAL. 1X4 PAINTED WOOD BASE SCRIBED TO FLOOR. 1.5"CONTINUOUS EXTERIOR RIGID _ PAINT EXPOSED EDGES AND REVEAL TO MATCH INSULATION;ROCKWOOD COMFORTBOARD EXTERIOR GRADE STAINLESS STEEL 'CEMENT BOARD OVER MOISTURE BARRIER OF 4 80 WITH R-VALUE=4.2/INCH,OR WALL CLIPS;MONARCH HD CLIPS BASE,TYP. 2 NEW FINISH FLOOR AS SCHEDULED MIL PLASTIC APPROVED EQUAL. (INSULATION OR SIMILAR OPTIONAL) 3.. 4 CEMENT BOARD PAINTED WITH SILL!SECTION SILL/SECTION _-- 1/4"STAGGERED HORIZONTAL CONTINUOUS WATERPROOFING LATICRETE;WRAP UP WALLS AND OVER WOOD FURRING STRIPS SLOPED TO ' MEMBRANE CURB,TYP. DRAIN TILE AS SCHEDULED OVER THINSET PLYWOOD SUBSTRAIGHT VERTICAL CEDAR SIDING;SEE SCHEDULE NEW GWB PARTITION WL-6 NEW TILE PARTITION WL-7 NEW EXTERIOR WOOD STUD -GARAGE WL-8 NEW EXTERIOR WOOD STUD- INSULATED WI TILE FINISH WL-5SCALE: 11/2"=:1'.W SCALE: 1 112"=1'-0" SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" Insulation not Required Required total R-value:20 or 13+5 Proposed total R-value:29.3 Proposed total R-value:29.3 5.5"of R23 (cavity)+min. 1.5"of R4.2 per inch (6.3) (continuous) =29.3 total 5.5"of R23 (cavity)+min. 1.5"of R4.2 per inch (6.3) (continuous) =29.3 total EXISTING ASSUMEDI/2"FINISH WOOD TILE OR STONE AS SCHEDULED OVER LOW VOC CONCRETE SEALANT FLOORING;REFINISH AS REQUIRED;SEE THINSET MORTAR;DEPTH AS REQUIRED. SCHEDULE ALIGN FLUSH WITH ADJ.WOOD LATICRETE;WRAP UP WALLS AND OVER NEW CONCRETE SLAB.POLISHED,SAW-CUT;SEE FLOOR,TYP. a ° STRUCTURAL DRAWINGS _ EXISTING ASSUMED 4"PLYWOOD CURB,TYP.(FOR USE IN SHOWER AREA) d ] ° a LU ° , . VAPOR INTRUSION MITIGATION LAYER,SEAL ALL SUBFLOORING 2'CEMENT BOARD OVER MOISTURE a o ° JOINTS AND PENETRATIONS,INSTALL PER > EXISTING ASSUMED 2X6 FLOOR JOISTS. BARRIER OF 4 MIL PLASTIC a a ° MANUFACTURERS SPECIFICATIONS INSULATE CAVITY WITH ROCKWOOD PROVIDE VAPOR BARRIER COMFORTBATT R15 OR APPROVED wO O O O EQUAL. cZIP 3/"PLYWOOD SUBFLOORING Q c GRAVED FILL AS PER STRUCTURAL 2 9 "TRUS JOIST WOIST;SEE v RECOMMENDATIONS EXTERIOR O 00�O O PARAPET WALL BEYOND ISSUE DESCRIPTION DATE STRUCTURAL DRAWINGS TYP.INSULATE CAVITY WITH ROCKWOOD -EXISTING SOIL FULLY ADHERED CONTINUOUS 60-MIL of FILING AND CONSTRUCTION SET 07/01/2023 COMFORTBATT R15 OR APPROVED EQUAL. EPDM MEMBRANE,WHITE FL-1 EXISTING WOOD FLOOR FL-3 NEW TILE OR STONE FLOOR FL-5 NEW TILE OR STONE FLOOR MIN.3"ROCKWOOL TOPROCK DD OR WITH SCALE: 11/2"=:V-0" SCALE: 1112"=V-0" SCALE: 1112"=V-10" R3.8/INCH.OR ROCKWOOL COMFORTBOARD 80 RIGID STAGGER JOINTS,SLOPED TO DRAIN 4"PER FOOT.INSTALL PER MANUFACTURER'S No required R=value for existing building Required total R-value: 19 No required R-value WARRANTY AND SPECIFICATIONS 5.5"of R23 (cavity)=23 total Proposed total R-value:23 BUILDING WRAP AIR BARRIER.TAPE ALL SEAMS PER MANUFACTURE'S 5.5"of R23 (cavity)=23 total RECOMMENDATIONS. %"FINISH WOOD FLOORING;SEE N7. SCHEDULE STONE PAVERS AS SCHEDULED;POLYMERIC 2"THICK STONE PAVERS;SIZES VARY IN PLAN, PROJECT: %"PLYWOOD SUBFLOORING > SAND FILLED JOINTS 4 TIGHT UNFILLED JOINTS. e"SHEATHING KAS ITA RENOVATION A N D SAND SETTING BED,EDGING PER LL SPECIFICATIONS 9%"TRUS JOIST I-JOIST SLOPED TO MANUFACTURERS SPE a 1/2 MORTAR SETTING BED ADDITION DRAIN Y4"PER FOOT;SEE STRUCTURAL PROTECTION FABRIC , FISHERS ISLAND T NEW SLAB ON GRADE DRAWINGS TYP INSULATE CAVITY WITH 302 LL HILL AVE COMPACTED GRAVEL d ROCKWOOD COMFORTBATT R38 OR 9%"TRUS JOIST I-JOIST;SEE o 0 0 0 0 0 O O O O o� APPROVED EQUAL, SOUTHOLD, NY STRUCTURAL DRAWINGS TYP.INSULATE ? C„ VAPOR INTRUSION MITIGATION LAYER,SEAL ALL CAVITY WITH ROCKWOOD "' p COMPACTED SUBGRADE C JOINTS AND PENETRATIONS,INSTALL PER CLIENT: COMFORTBATT R15 OR APPROVED ! � n r r-, r MANUFACTURERS SPECIFICATIONS (1)LAYER 8'PAINTED GWB;SEE EQUAL. I I I I INTERIOR ELEVATIONS FOR ALTERNATE Tom and Peg Gaillard PROVIDE VAPOR BARRIER I - I ( I GRAVEL/FILL AS PER FINISHES GEOTECHNICAL REPORT SHEET TITLE: RECOMMENDATIONS ASSEMBLIES AIV D FL-2 NEW WOOD FLOOR F��4 EXTERIOR STONE PAVERS ON GRADE FL-6 EXTERIOR STONE PAVERS ON CONCRETE EXISTING SOIL RF-1 NEW LOW SLOPE EPDM INSULATED ROOF ®ETAILS SCALE: 1 1/2"=1'-0" SCALE: 1112"=1'-0" SCALE: 1112"=V-0" SCALE: 11/2"=1'-0" Required total 13-value: 19 No required R-value No required R-value Required total R-value:49 Proposed total R-value:23 Proposed total R-value:50.6 p SEAL&SIGNAT`{@�'r'D ry-`/,�Q DATE: JULY 01,2023 5.5"of R23 DRAWN BY: EVIA cavi =23 total �5 'yid, (cavity) NOTES: 9.5 R38(cavity) +min. 3 of R12.6(continuous) =50.6 total �oPHP 5 R CHECKED BY: JCD 1.) PER (303.2.1) PROVIDE A PROTECTIVE COVERING TO PROTECT EXPOSED EXTERIOR INSULATION, EXTEND COVERING A MINIMUM OF 6 IN. BELOW GRADE, TYP. [5y^ ,' J o -300. 00 300■ 00 03215Q � U�� 26 SHEET 20 OF q rL WALL WALL STRUCTURE/ STRUCTURE/ ARCHITECT: PROJECT ARCHITECT CONNECTIONS. CLAD BEAM NSGWB. COOKING VENT DAHND I I CONCEALED 1A GRID ID� E R O N I I I I ; \ ,-- I I ARCHITECTURE PLLC PAINTED WOOD UPPER J ` / \ I I 45 MAIN STREET, SUITE 624CONCEALED CABINETS _ I MINI SPLIT ' ` STORAGE`\ ,'' ; ; `\ BROOKLYN, NY 11201 / \ ` \ . Ph: 347.689.4907 — _ _ _—_ _ — — — — Contact: Christopher Dameron - - - - - -- - - - - --- -- J---'------I ' CONSULTANTS: fV I WD-5 CONTINUOUS 6t'COUNTER PULL PTH REF./ ENTRY DOOR I IN I O i i I I l i QO rREEZER BEYOND X - APPLIANCE CABINET/ L-8EXI TIN TAB E; i I I I I I -8 i - TEA AND COFFEE I I I I I I i I I I STATION PR TEC AN I I GFCII I I STORE I ®7 I I I \ I I I o 0 I I I I I I I .. 5�`cfl � I -►-a8 STNK I � � _ J s� I \ , r L-9 GFcI WI \ -- RE PULLS TYP.; SEE o �'' `` DW �� ' o HARDWARE SCHEDULE 36" COUNTER �' TR46H �� I � �� i 'P6TS/PANS .' I I I I I I I I DEPTH REF./ i L �. STORAGE i �POS/PANS WD-4 LOWER DRAWER AND FREEZER `. \ ��. I I I II I I II ® I ST-3 DOOR FRONTS; TYP. --- n Irl = - >_ 6'-0" 3'-0" 6" 1'-3" 3'-0" 2'-0" 2'-6" 1'6" 2'-1" I � i i it -8 i l ri 3 SINK C2 STORAGEORASH GARBAGE DISPOSAL PULL OUTI I 111 I 1 EAST ELEVATION- KITCHEN WD-5 LOWER FRAME FACES; SEE 27 2 PEE i SCALE: 112"=1'-0" II ST-2 iii O I I RENDERINGS 11 CABINET ON SUGATSUNE I I I HARDWARE; ALT-ST15-D360 L=--- ARCHITECT: PROJECT ARCHITECT D DAMERON 17777"711--_ ARCHITECTURE NLLC 7t11Y4' FIXED WOOD-4 45 MAIN STREET' SUITE 624 11> 10VENEER SHELVES — — — PAINT-1� BROOKLYN, NY 11201 3r' / o — — — — /// \\\ Ph: 347.689.4907 PAINT-X / \ Contact: Christopher Dameron Lu / N PROVIDE HANGING RODS / \ PAINT-X / \ DROPPED // 01 02 \\ CONSULTANTS: \` \ CEILING FOR AC PAINT-X UNIT \ / \ GFC ALL \ / LlJ \ I \ / DASHED LINE L INDICATES I q —Z _ _ _ _ _ _ _ / _> CHANGE IN I '� I D CEILING HEIGHT ASHED OUTLINE CF \ / — — — — EXISTING DRESSER — L- 0 Uoa � 2 V-73/4'VIF. - - w I I I I I I I I L - - - - - - - - - - - - - - - � � 1'-03/46"VISI VIF. I \ 7'-0"VIF. 01 T-0"VIF. W \ M L-10/ NORTH ELEVATION-CLOSET AND BEDROOM EAST ELEVATION-BEDROOM 06 2 SCALE: 112"=1'-0" 3 SCALE: 1l2"=1'-0" GFCI y UNDER-MOUNT FIXED WOOD-4 2,-10" SINKS AND VENEER SHELVES DECK-MOUNTED FAUCETS; SEE ° SCHEDULE / I. rL SINK& MIRROR // 1'-0' \ -� (2) RECESSED PAINT-X // PAINT-X \ MEDICINE X 1'-10" CABINET MIRRORS \ \\ M PROVIDE HANGING 10 r- \ RODS GFc ST-5 VANITY TOP \ \� a D \ \ 05 \ > is rL ' _ I - SINK& MIRROR WALL \ WALL G� / C) rL - WC GFCI M 03 NEW 1 BATHROOM =� / FAN- X // M N / I I � / � 04 - 1 ENLARGED PLAN-NEW BATHROOM 103 AND CLOSET 4 SOUTH ELEVATION-BEDROOM WEST ELEVATION-BEDRDOM SOUTH ELEVATION-CLOSET SCALE: 112"=1'-0" SCALE: 112"=1'-0" 5 SCALE: 112"=1'-0" 6SCALE: 112"=l'-O" rL rt. *SEE RCP FOR LIGHTING, POWER AND MECH.,TYP. SINK, SINK, FAUCET, FAUCET, MIRROR MIRROR TILE END LINE CLEAR GLASS SHOWER DOOR AND FIXED PANEL rL WALL WALL I WALL PAI PAI NT-X7 MIRRORED MEDICINE / \ / \ (4) EQ FLUSH PANEL WOOD-4 / \ CABINET AS SCHEDULED / \ / \ CLOSET DOORS SCONCES;AS w SCHEDULED 'PAINT-X- WD-4 \\ \ // ST-5 WD-4 / �\ I D. / \ D / \ 04 / / '- / '- \ 04 / \ 04 / dISSUE DESCRIPTION DATE v 01 FILING AND CONSTRUCTION SET 07/01/2023 i I Wit' i 7 EAST ELEVATION-CLOSCUSTOM WD-4 VANITY W/8 EQ.ET AND BATHROOM DRAWER WITH INTEGRAL PULLS Q WEST ELEVATION-CLOSET AND BATHROOM ST-8 CURB SCALE: 1/2"=l'-O" V SCALE: 112"=1'-0" PAINT-X SHOW R' / \ PROJECT: // \\ KASITA RENOVATION AND ADDITION / I \ SHOWER AS \ 302 BELL HILL AVE, FISHERS ISLAND SCHEDULED UT LD, NY CLIENT: y // Tom and Peg Gaillard / 05 ei ,7 G-TILE-5 rL TF' 9TILE-5 0 \ TI E- SHEET TITLE: ----- EN LARC ED FLANS TIL -6 TILE-5 NICHE; AND ELEVATIONS N \ — LOCATE PER TILES - I N \ I • .� " � E Q. ^ SEAL&SI �D r��� DATE: JULY 01,2023 OPf(- ���°� DRAWN BY: EVIA h� Sl4r G• CHECKED BY: JCD 9 NORTH ELEVATION-BATHROOM1 SOUTH ELEVATION-BATHROOM 1 1 NORTH ELEVATION-SHOWER 1 SOUTH ELEVATION -SHOWER SCALE: 112"=1'-0" 1 0 SCALE: 112"=1'-0" 1 1 SCALE: 112"=l'-O" 1 2 SCALE: 112"=l'-O" oy - � A_501 .00 22 26 SHEET OF rL SINK, ARCHITECT: PROJECT ARCHITECT rL WC, FAUCET, SCONCE AS SCHEDULED ��g SINK MIRROR MIRROR AS SCHEDULED DA IV 1 E R O N 4._°�� ARCHITECTURE PLLC EQ. EQ. - - 45 MAIN STREET, SUITE 624 FA - _ _ BROOKLYN, NY 11201 --- ---- Ph: 347.689.4907 bi Contact: Christopher Dameron I PAI NT-X CONSULTANTS: PAI NT-X j GFC g (Ip 105 4 U- \ \/ / i?o GFCI D > r- 0 3// � � D III >077 NE oST-6 o A-502 8 TL 2 O DER co 08 TL-2 FLOOR �Dj I a" 7 20 10 I 1�-- - L-3 -3 \ / / - WD-4 CUSTOM ST-7 I i GFG 04 NEWMUDROOM 6 A-502 ® 7 ST-6 \ / / l��r� VANITY, TWO I I PP \ / / EQ. DRAWERS — 14 I -��, I L-5 \ / / WITH INTEGRAL `q 1 1 L-'141 EQ. 4' 0" 4 EQ. \ / / PULLS I i inr _t7 1 ENLARGED PLAN-NEW BATHROOM 103 AND CLO ET NORTH ELEVATION-MUDROOM AND POWDER ROOM EAST ELEVATION-POWDER ROOM SOUTH ELEVATION-MUDROOM AND POWDER ROOM SCALE: 1/2"=l'-O" 2 SCALE: 1!2"=1'-0" 3SCALE: 112"=1'-0" SCALE: 112"=1'-0" *SEE RCP FOR LIGHTING, POWER AND MECH.,TYP. PAI NT-X \ \ AC SUPPLY; CONFIRM SIZE AND LOCATION TAINT-X I PAINT-X �� \ � � PAINTED WOOD I /0 �� �� UPPER CABINETS 2PAINT` WETBAR �Q. Ea: E . E SINK AND7 r _ _ , WALL FAUCET; POWER PANEL; I SEE CABINE WD-5 CONTINUOUS _ D I I LOCATE WITH ( D SCHEDULE SINK, CABINET LIST-7 POWER, - � oa I I oa 7 PULL T111— n1w1 I I ARCHITECT IN FIELD I U ST-7 rL rTT: WIRE PULLS; SEE WALL L — — J I I WD-5 LOWER ��� HARDWARE FRAME FACES; I I SCHEDULE SEE RENDERINGS m BEVERAGE CENTER 1 WD-4 LOWER % 1 I I ( DRAWER AND DOOR �� �'' z�T' I FRONTS, 1- - - EQ. U. EQ. U. 2'-0" I. 5 WEST ELEVATION- POWDER ROOM WEST ELEVATION-MUDROOM EAST ELEVATION-MUDROOM 8 EAST ELEVATION-WET BAR SCALE: 112"=1'-0" 6SCALE: 112"=1'-0" 7SCALE: 112"=1'-0" Q SCALE: 112"=1'-0" 0 0 -70,--- -- EQ. EQ. '— --AC SUPPLY; CONFIRM SIZE AND LOCATION _ — — _ — L-2; SEE SCHEDULE o PAI NT-X PAI NT-X \ / > WET BAR SINK �O AND FAUCET; SEE / I D I /PAINT-X7 > SCHEDULE PAINT-X _ O ENT o6 m ~ _ Is EXIXIING i o i eo I ' I I F�OUSF\BEVERA ri rL rL N o CENTER WALL / \ WALL I I WALL M I I / I O PAINT-X ISSUE DESCRIPTION DATE ---- --- I I I I I / \ I I 01 FILING AND CONSTRUCTION SET 07/01/2023 2'-0" V- _ 9 NORTH ELEVATION-WET BARO SOUTH ELEVATION-WET BAR NORTH ELEVATION-HALL SCALE: 112"=1%0" S I ALE: 112"=1'-0" SCALE: 1/2"=I%0" rL-2; SEE SCHEDULE SEE STRUCTURAL PAINT-X PAINT-X��u 0 1 FOR BEAM SIZE AND CONNECTIONS. 2'-0" 2'-0" 2'-0" PAINT-X—7 PROJECT: _ _ _ _ _ r CLAD BEAM IN GWB. LT-1 IN, \ ' \ \ KASITA RENOVATION AND L-7; SE ��HED L \ �\ ADDITION SWITCHES / \ / \ / L-6; SEE SCHEDULE`, 302 BELL HILL AVE, FISHERS ISLAND SOUTHOLD, NY POWER / \ / \ �� \\ / / li _ / / \ I \ / \ / CLIENT: 00 01 02 0 03 I I \\ // \\ // // / / ( \ D , , , , , , \ / \ / / // Tom and Peg Gaillard W -3 I � � \ SHEET TITLE: � \ \ / / \ ENLARGED PLANS �� AND ELEVATIONS \ \ / PAINT-X IN, j I y{�� SEAL&SI� �yD R `Q C DATE: JULY 01,2023 — � 'r/A DRAWN BY: EVIA Q CHECKED BY: JCD 12EAST ELEVATION-HALL SOUTH ELEVATION-HALL SCALE: 1!2"=1'-0° 13 SCALE: 112"=1'4' 3 ' {' A-502.00 9j., 0321 f??�) �0 OF IN 23 26 SHEET OF rL TUB&SHOWER ARCHITECT: PROJECT ARCHITECT CONTROLS DA H E R O N REPLACE FIXTURES AND FITTINGS IL _ ARCHITECTURE PLLC IN EXISTING LOCATIONS TL-7V 7'-4Y4"VIF, 45 MAIN STREET, SUITE 624 EXISTING SOFFIT BROOKLYN, NY 11201 12 \ FOR BEAM Ph: 347.689.4907 Contact: Christopher Dameron F71MIL \ 3 9 \\ RRORED CONSULTANTS: o \ / CINE I /// CABIMEDNET; SEE _ A Ch D \ \ PAINTED WOOD / " 2 j o 12 \ CLOSET DOOR SCHEDULE TI 3 - °D \ FLUSH TO FACE C° q 8 OF TILE P SINK VANITY AND 503 I / EO FAUCET; SEE GLASS SHOWER / \ SCHEDULE - - _— `� _ - - - "' o DOOR _ N W N / / WALL TO BE (1) --------- _- / 7r / TILE WIDTH IF / \ / POSSIBLE N / \ EXISTING / / HEATING TO a / I i� UL t v REMAIN 1 ENLARGED PLAN-EXISTING BATHROOM- 107 NORTH ELEVATION-EXISTING BATHROOM-107 EAST ELEVATION-EXISTING BATHROOM- 107 SOUTH ELEVATION-EXISTING BATHROOM- 107 WEST ELEVATION-EXISTING BATHROOM- 107 SCALE: 112"=1'-0" SCALE: 1/2"=1'-0" 3SCALE: 1/2"=1'-0" 4 SCALE: 1/2"=1'-0" 5SCALE: 1/2"=1'-0" "SEE RCP FOR LIGHTING, POWER AND MECH.,TYP. REPLACE FIXTURES AND FITTINGS IN EXISTING LOCATIONS AC-6 TUB &SHOWER CONTROLS F_ - - - - - - - - - - - -I- - - - - - � 5 I I I u PAI NT-X RAINSHOWER TILE JAMB, TYP. REPLACE \ \ EXISTING B-FOLD \ \ DOOR WITH \ 3' 2"VIF. j \ PAINTED WOOD \ `� \ FLUSH PANEL; T-5Y4 VI F. \ i PAI NT-X \ �, PRESSURE // \\ // MIRRORED \ BALANCE AND - / \ MEDICINE u_ o D \ I DIVERTER 26 \\ " \ CABINET; SEE > TUB FILLER TILED NICHE LSCHEDULE o C / FCI - 9 I / \ 1 $ - / / BATH SCREEN; SEE SCHEDULE M L-4 0 BATFI RO M % // I N TUB; SEE / / SINK VANITY AND — — o / SCHEDULE FAUC SEE SCHEDULE EXISTING HEATING TO REMAIN EXISTING WC TO REMAIN \!--::EXISTING HEATING TO REMAIN ENLARGED PLAN-EXISTING BATHROOM-203 NORTH ELEVATION-EXISTING BATHROOM-203 8SCALE: EAST ELEVATION -EXISTING BATHROOM-203 QSOUTH ELEVATION-EXISTING BATHROOM-203 WEST ELEVATION -EXISTING BATHROOM -203 6SCALE: 1/2"=1'-0" / SCALE: 1/2"=1'-0" 1/2"=1'-0" V SCALE: 1/2"=l'-O" 10 SCALE: 112" WD-3 SHOWER BENCH WD-3 SHOWER WALLS SEE STRUCTURAL, TYp, MTL-2 SUN SHADE WD-3 VERTICAL BOARDS BOTH SIDES T-1 PAVERS- 1.- ALIGNED WITH OUTSIDE FACE OF _ STEELSTRUCTURE MTL-2 SUN SHADE L-18Lj 1- - L-24 ' � iLJ CV L MTL-2 SUN —MTL-2 SUN SHADE SHADE OUTDOOR RATED ISSUE DESCRIPTION DATE SHOWER; SEE WD-3 SCHEDULE 01 FILING AND CONSTRUCTION SET 07/01/2023 D o OUTDOOR 31 0 / SHOWER WITH eo SWING DOOR D-3 / D3 I / SWING DOOR F'o zo HOUSE HOUSE L-24 N BEYOND BEYOND PROJECT: _ KASITA RENOVATION AND 4'-6" S1 S ADDITION ' - ? 302 BELL HILL AVE, FISHERS ISLAND SOUTHOLD, NY MTL-2 SUN SHADE WD-3 BENCH WD-3 BENCH CLIENT; WD-3 PLATFORM Tom and Peg Gaillard 11 ENLARGED PLAN-OUTDOOR SHOWER 1 NORTH ELEVATION-OUTDOOR SHOWER(INTERIOR) 1 3 EAST ELEVATION-OUTDOOR SHOWER(EXTERIOR) EAST ELEVATION-OUTDOOR SHOWER(INTERIOR) SOUTH ELEVATION-OUTDOOR SHOWER(INTERIOR) SHEETTITLE: SCALE: 1/2"=1'-0" SCALE: 1/2"=I'-T SCALE: 1l2"=1'-0" 14SCALE: 112"=1'-0" 15SCALE: 1/2"=1'-0" ENLARGED CLANS AND ELEVATIONS SEAL&SIG DATE: JULY 01,2023 ARC DRAWN BY: EVIA C7`�� `cjSaP'��f� ��T, � CHECKED BY: JCD z;m A-503.00 032152) SOF N �� 24 26 SHEET OF 2&11 X ri k5\116, 19 17 ARCHITECT: PROJECT ARCHITECT _ 51•5" A-610 A-XXX A-610 A-610 A-610 3'-0° VARIES 9'-V4"VIF. D A M E R O N EQ. EQ. EQ. 2'-10"VIF. EQ. EQ. EQ. EQ. VARIES - ARCHITECTURE PLLC 45 MAIN STREET, SUITE 624 / \ — INSULATED GLAZED / \ \ SEE ELEVATIONS PAINT-X / \ / \ \ PAINT-X BROOKLYN, NY 11201 / \ \ AND SCHEDULE FOR \ SWING DOOR WITH / \ \ FINISH / \ / \\ \\ Ph: 347.689.4907 \ SIDELIGHT; SEE / \ Contact: Christopher Dameron SCHEDULE. TYP. \ ALL DOOR AND / \ \ / \ / \ \ CONSULTANTS: D \ WINDOW HEIGHTS TO / \ \ D D 01 > FBEVERIFIEDWITHD0103 oaI / \ / \\ \\ REQUIRED HEADERS �J 4 o D 04S5 / TYP. r / r M / 7 X M I 14 \ / \ o / o co 1$ / 16 A-610 \\ // \\ // i8 // A-610 A DOOR- MAIN ENTRY SEE DETAILS 10&13/A-610 FOR PANELp DOOR- HALL AND MUDROOM CLOSET DOOR-SINGLE POCKET DSCALE: DOOR-PRIMARY CLOSET(SEE ELEVATIONS) ESCALE: DOOR-SINGLE SWING - NEW SCALE: 1/2"=1'-0" SIM. DETAILS ADJACENT TO OPENINGS, TYP. D SCALE: 1/2"=1'-0" C SCALE: 1/2"=1'-0" 112"=1'-0" 1/2"=1'-0" 15 2&11 7'-11"VIF. 3&12 A-610 VARI A-610 EQ. EQ. A-s12 17 4'-0" A-s10 VARIES EQ. EQ. VARIES EQ. EQ. - INSULATED GLAZED /� \\ PAINT-X / / \ \ PAINT-X PAINT-X / SWING DOOR WITH SIDELIGHT; SEE \ D / D D D D SCHEDULE. TYP. \ (K� l4) D D 16 17 18 D / \ ALL DOOR AND D / WINDOW HEIGHTS D DI D S6 i D D TO BE VERIFIED 15 21 2� os 10 > D WITH REQUIRED > D D D I o I 11 HEADERS TYP. 2s 27 26 \ ' \ ALL DOOR AND > > \ WINDOW HEIGHTS TO / I \ BE VERIFIED WITH \ REQUIRED HEADERS I SIM. \ TYP. A16 0 \ 6 8 r, // 16 \ A 610 V-610 A-610 I � INSULATED GLAZED _LLSLIDING DOOR FDOOR-DOUBLE POCKET DOOR-GLAZED EXTERIOR DOORS �j DOOR- EXTERIOR GLAZED DOUBLE SLIDING DOOR-SINGLE SWING - REPLACE EXISTING DOOR-BIFOLDS;SINGLE OR DOUBLE-REPLACE EXISTING SCALE: 1/2"=1'-0" SCALE: 1l2"=1'-0" n SCALE: 112"=1'-0" SCALE: 112"=1'-0" SCALE: 1/2"=V-0" 5'0"VIF. (;t� A-XXX X T-0"VI F. 2'-0" .IF, _ T-0" 16 0„ A-xxx WD 3 // / \ WD-3 / NEW PAINTED FLUSH PANEL / DOOR WITH SIDELIGHT;SEE / / \ WD-3 OUTDOOR SHOWER WITH DOOR SCHEDULE // // \\ SWING DOOR — Wp- D9 C? \ r \ 3D2 4 33 \\ � D _ C31') % iii \\ X \ X X \\ ISSUE DESCRIPTION DATE A-XXX A-XXX / \ A-XXX 01 FILING AND CONSTRUCTION SET 07/01/2023 K DOOR-SOLID ENTRY DOOR DOOR-GARAGE SWING n n DOOR-GARAGE OVERHEAD n DOOR-OUTDOOR SHOWER SCALE: 1/2"=1'-0" L SCALE: 1/2"=1'-0" I�/I SCALE: 1/2"=1'-0" VARIES (jA610 I vSCALE: 1/2"=1'-0" SIM. PROJECT: SEE DETAILS 10&13/A-610 FOR PANEL DETAILS KASITA RENOVATION AND ADJACENT TO OPENINGS, TYP. 4&5 SIM. ADDITION A-610 302 BELL HILL AVE, FISHERS ISLAND 18 9 1&9 `1 le VARIES _ SOUTHOLD, NY : A-610 A-610 CLIENT: Tom and Peg Gaillard _ IM. , VARIES VARIES /i cc SEE SCHEDULE; SHEET TITLE: // \\ DETAILS SIMILAR DETAILS SIMILAR /� w TMP DOOR AND WINDOW / \ TO AWNING TO AWNING EG / \ w Cn w WINDOW BUT WINDOW BUT \ > TYPES/ \ a a FIXED FIXED \ 4&5 4&5 UJI¢ �j 4&5 /� 4&5 \�i%� A 610 NOTES: A-s10 > / A-61 0 A-61 0 4&5 )\ SIM. 1. SEE WINDOW AND DOOR SCHEDULES FOR PRODUCT SPECIFICATIONS. SEAL&SIGNATURE: DATE: JULY 01,2023 SIM. SIM. \ A ,M� DRAWN BY: EVIA 2.)PROVIDE APPROVED FASTENERS AND INSTALL PER MANUFACTURE'S RECOMMENDATIONS AND 7 �T r( a CHECKED BY: JCD ® - WARRANTIES,TYP. � � �pNFic'y T�C� A WINDOW-AWNING OPERABLE OR FIXED B WINDOW- FIXED SHAPE WINDOW- FIXED- PICTURE D WINDOW-CASEMENT �> SCALE: 112"=1'-0" SCALE: 1/2"=1'-0" C SCALE: 1/2"=1'-0" SCALE: 112"=1'-0" "1 A-600. 00 04 13 14 15 16 =43 24 25 26 27 28 29 21 23 30 32 34 36 10 11 12 39 01 02 03 05 06 07 OS 09 4z--, �,;: ",�� �" 31 33 35 37 38 44 45 �'�'�. 0 ®321�a�+ 04 Foy NES 25 26 SHEET OF ARCHITECT: PROJECT ARCHITECT SEE ASSEMBLIES,FINISH AS - --SEE ASSEMBLIES,FINISH ASvift ®A R SCHEDULE,TYP. SCHEDULE,TYP. PAINTED TRIM; PROVIDE GALVANIZED PROVIDE GALVANIZED MATCH EXISTING ARCHITECTURE PLL C FLASHING AND DRIP EDGE PROVIDE HEADER AND BLOCKING; FLASHING AND DRIP EDGE PROVIDE HEADER AND BLOCKING; SEE STRUCTURAL,TYP. SEE STRUCTURAL,TYP. PAINTED TRIM;MATCH PAINTED TRIM;MATCH ,� 45 MAIN STREET, SUITE 624 EXISTING WINDOW TRIM /" . PAINTED TRIM;MATCH EXISTING EXISTING DOOR TRIM r PAINTED TRIM;MATCH EXISTING BROOKLYN, NY 11201 7 L ° Ph: 347.689.4907 EXTERIOR INTERIOR EXTERIOR INTERIOR Contact: Christopher Dameron TRIM DETAILS AND RELATIONSHIP OF WINDOW CONSULTANTS: EO.�_����TO EXTERIOR CLADDING TO BE THE SAME ON ALL WINDOWS THROUGHOUT,TYP, O 1 TYPICAL AWNING DETAIL-HEAD CASEMENT SIM. 02 TYPICAL EXTERIOR SWING DOOR DETAIL-HEAD 03SCALE: SLIDING DOOR DETAIL- HEAD SCALE: 11/2"=1'-0" SCALE: 1112"=1'-0" 11/2"=1'-0" PAINTED TRIM; VIF. —PROVIDE POST AND OR BLOCKING; PAINTED TRIM; MATCH EXISTING PAINTED TRIM; MATCH EXISTING SEE STRUCTURAL,TYP. MATCH EXISTING PAINTED TRIM;MATCH EXISTING WINDOW TRIM xx =7 t i1� Co O l 4 .iN 177" Ai.d....iNi1 PAINTED TRIM;MATCH EXISTING WINDOW TRIM PAINTED TRIM;MATCH EXISTING RETRACTABLE WINDOW TRIM SCREEN O4SCALE:TYPICAL AWNING AND CASEMENT DETAIL-JAMB FTYPICAL WINDOW JAMB DETAIL-JAMB BTWN, ABUTTING OPENINGS TYPICAL EXTERIOR SWING DOOR DETAIL-JAMB DOOR 01 DETAIL-JAMB QSLIDING DOOR DETAIL-JAMB 1 1/2"=1'-0" 05 SCALE: 11/2"=1'-0" 06 SCALE: 11/2"=1'-0" 07 SCALE: 11/2"=1'-0" 08 SCALE: 11/2"=1'-0" INTERIOR SILL;SLOPED TO DRAIN PAINTED TRIM;MATCH EXISTING STONE PAVERS AS STONE PAVERS AS PAINTED TRIM;MATCH _57 �' SCHEDULED SCHEDULED EXISTING WINDOW TRIM r� EXTERIOR INTERIOR PAINTED FIBER COMPOSITE _—PROVIDE CONTINUOUS PROVIDE CONTINUOUS BOARD ON Z CLIPS/ FLASHING FLASHING PAINTED FIBER COMPOSITE CONCEALED FASTENERS;SEE 14 ' BOARD ON Z CLIPS/ SCHEDULE PROVIDE THERMAL BREAK AND PROVIDE THERMAL BREAK AND CONCEALED FASTENERS;SEE ALIGN PAINTED TRIM;MATCH �� �-� VAPOR BARRIER,TYP. �I VAPOR BARRIER,TYP. SCHEDULE EXISTING �o 0 EXTERIOR TYPICAL AWNING DETAIL-SILL 1 TYPICAL PANEL DETAIL-JAMB CONDITION TYPICAL EXTERIOR SWING DOOR DETAIL-SILL SLIDING DOOR DETAIL-SILL 09 SCALE: 11/2`=V-0' 1 O SCALE: 1 1/2"=1'-0" 11 SCALE: 11/2"=1'-0" 12 SCALE: 11/2"=1'-0" PAINTED FIBER COMPOSITE BOARD ON Z CLIPS/ CONCEALED FASTENERS;SEE :I SCHEDULE INTERIOR EXTERIOR /--PAINTED TRIM;MATCH EXISTING —SEE ASSEMBLIES,FINISH AS SCHEDULE,TYP. DOOR TRACK AS PROVIDE HEADER AND BLOCKING PROVIDE BLOCKING SCHEDULED PAINTED TRIM;MATCH EXISTING �. PAINTED HARDWOOD JAMB HARDWARE AS SCHEDULED PAINTED HARDWOOD JAMB PIECE;MATCH EXISTING PROVIDE CLEAR SILICON O O PIECE;MATCH EXISTING BUMPER PAINTED HARDWOOD JAMB _12 PIECE;MATCH EXISTING Y2' CONCEALED FLOOR GUIDE ISSUE DESCRIPTION DATE 2?VERIFY BACKSET W/HARDWARE 01 FILING AND CONSTRUCTION SET 07/01/2023 13TYFIICAL PANEL DETAIL-SILL CONDITION 14 TYPICAL POCKET DOOR DETAIL-JAMB CONDITION 1 TYPICAL POCKET DOOR DETAIL- HEAD AND SILL 16SCALE:TYPICAL SWING DOOR DETAIL-JAMB CONDITION 1 TYPICAL SWING DOOR DETAIL-HEAD AND SILL SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" SCALE: 11/2"=1'-0" 1 1/2"=1'-0" SCALE: 11/2"=V-0" G1VB BEAD AT CORNER PROJECT: KASITA RENOVATION AND ALIGN PAINTED MDF CLOSET DOOR Z ADDITION ylip y 302 BELL HILL AVE, FISHERS ISLAND PROVIDE CONTINUOUS SOUTHOLD, NY PAINTED PLY STOP AT DOOR JAMB AND HEAD CLIENT: Tom and Peg Gaillard SHEET TITLE: PAINTED PLY CLOSET DOOR AND WINDOW INTERIOR NOTES: 18TYPICAL CLOSET DOOR DETAIL-JAMB CONDITION a TYPICAL CLOSET DOOR DETAIL- HEAD AND SILL 1.)SEE WINDOW AND DOOR SCHEDULES FOR PRODUCT SPECIFICATIONS. DETAILS SCALE: 1 1/2"=1'-0" 19 SCALE: 11/2`=1'-0" 2. PROVIDE APPROVED FASTENERS AND INSTALL PER MANUFACTURE'S RECOMMENDATIONS AND WARRANTIES,TYP. SEAL&SIG ,5 D A DATE: JULY 01,2023 0P i � DRAWN BY: EVIA CHECKED BY: JCD 0 A-610. 00 OF N - � 26 26 SHEET OF J J U/-XILLARD RESIDENCE STRUCTURAL DRAWINGS COW 0° DRAWING LIST: Z) F- S-000 STRUCTURAL SPECIFICATIONS U D S-101 FOUNDATION AND FIRST FLOOR FRAMING PLAN ' S-102 ROOF FRAMING PLAN W S-200 STRUCTURAL DETAIL SHEET Z O 20 C GENERAL NOTES m U N 1. The work shown on these drawings has been designed in accordance with the structural requirements 2020 Residential Code of New York State. Portions of this code are noted in this specification for the benefit of the CONNECTIONS TO EXISTING MASONRY OR CAST-IN-PLACE CONCRETE L o contractor. The inclusion or exclusion of any portions of the building code does not relieve the contractor from the responsibility of meeting the intent of the entire code. Where the specifications within the structural 1. Connections to existing solid cast-in-place concrete,concrete masonry or clay brick masonry are to be made with ASTM A307 or A36 steel anchor rods. O > M m document are more stringent than the code requirements,those noted herein shall apply. 2. Embed anchor rods into drilled holes a minimum of 5 anchor diameters, with a minimum edge distance of 4 anchor diameters, measured from the edge of the foundation to the centerline of the anchor. IncreasedFASTENING SCHEDULE F" r'LO U) 2. The structural components have been designed for the following loads: embedment depths or edge distances may be required at certain locations,see plans and details. < n Lq c Ground snow load: 30 psf 3. Sidewall surfaces of drilled holes are to be brushed clean and the hole cleaned of all excess dust and debris with compressed air prior to installing adhesive. Connections to existing solid cast-in-place concrete, concrete ai � 7373 Rooms other than sleeping rooms: 40 psf masonry or clay brick masonry foundations shall be made using Hilti RE500 epoxy mortar or equal approved by the engineer. __3 0 00 Sleeping rooms: 30 psf 4. Connections to hollow masonry shall be made with Hilt!HY70 epoxy adhesive system with screen tubes or equal approved Dy the engineer. CONNECTION FASTENING TYPE Wind load:based on the ultimate wind speed,Vuft= 130 mph,exposure c Roof Dead Load: 15 psf* WOOD FRAMING Floor Dead Load: 15 psf* 1. All wood framing shall be installed in accordance with the American Forest and Paper Association"Wood Frame Construction Manual",latest edition. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8D(2 1/2"X 0.113") TOE NAIL Exterior Wall Dead Load: 15 psf* 2. All fasteners shall be installed in accordance with American Forest and Paper Association"National Design Specification for Wood Construction",latest edition. *Notify Jacobson Structures LLC if actual weight of selected finish materials may exceed the Dead Loads noted above. 3. Stud bearing walls,shear walls,and roof and floor decks shall be framed with the member sizes and/or types at 16"o.c.unisss noted otherwise on plan. 3. This work has been designed to be self-supporting and stable after the construction has been completed. The stability of the structure prior to completion is solely the responsibility of the contractor. The contractor is 4. The contractor shall coordinate locations of all plumbing piping,hvac ducting and recessed lighting fixtures,etc.Prior to layout to minimize interference that may require the altering or strengthening of the installed framing. Drawings and specifications, as responsible for all temporary shoring,bracing,and sheeting and shall make safe all floors,roofs,walls and adjacent property as project conditions require. 5. Walls shall be installed straight and plumb.Floors shall be installed level at the proper elevation.Roofs shall be installed at:he pitches indicated on the architectural drawings. CEILING JOIST TO TOP PLATE 4-8D(2 1/2 X 0.113") TOE NAIL instruments of professional 4. The contractor is responsible for all aspects of the construction activity including, but not limited to,jobsite safety, for coordination of the work of all trades, erection means and methods, erection sequence, temporary 6. Joists and rafters shall be installed directly over bearing studs unless otherwise detailed. service, are and shall remain the bracing and shoring,use of equipment and similar construction procedures. 7. Joists and rafters shall be supported laterally at each support by full depth 2x nominal solid blocking,except where joists are supported by a flush header or nailed to a rim joist. Property of the engineer. These 5. An dimensions or elevations given in structural drawings shall be verified in the field b the contractor b actual measurement and observation at the site prior to construction. All discrepancies between actual conditions 8. Joists or rafters are to be installed with"crown' u CEILING JOISTS, NOT ROOF TIES, AT LAPS OVER documents are not to be used, in Y 9 9 Y Y p p p(i.e.positive camber)and within 1/2"of straight,end-to-end alignment. PARTITIONS 4-10D (3"X 0.128") FACE NAIL whole or in part, for any other and those shown in the contract documents shall be reported to the project architect and structural engineer for evaluation before the affected construction is put in place. 9. Severely distorted(twisted,bowed,cupped,checked,etc.)lumber shall not be used. projects or purposes, a by any 6. Upon execution of the contract, the contractor hereby covenants and agrees to indemnify and saves harmless the owner and engineer of record forever from and against losses and claims, demands, payments, suits, 10.Lap all plates at corners and at intersection of partitions. projects parties, r actions, recoveries, and judgments of eve nature and description, including attorney's fees, brought against the owner or the engineer of record b reason of act or omission of the contractor, or a subcontractor to the 11.AII posts noted on the drawings shall be supported continuous) to the foundation b solid blocking and/or posts. o p rtes, othe than those i g every p y g g g y p g pp y Y g p CEILING JOISTS/ROOF TIES TO RAFTERS 8-10D (3 X 0.128 ) FACE NAIL without' authorized by contract, contractor,or of an individual,group,or entity,directly or indirectly employed by the contractor or such subcontractor,in the performance of work for,or the rendering of services to the owner. 12.Where posts bear on floor framing,solid blocking shall be placed below the subfloor to the supporting wall or beam below. without the specific dby written 7. Jacobson Structures LLC JS should be retained duringthe construction phase to review the structural drawings and specifications with all trades involved in the completion of the proposed work and to make periodic 13.Solfd blocking below posts shall be LVL or PSL material equaling or exceeding the area of the supported post ( ) g p p p p p g p q g g pp p authorization of Jacobson observations of the progress of construction.The contractor should inform JS of the project schedule and request site visits. If JS is not retained to provide construction administration services or if JS is not requested in 14.Where posts are specified on the drawings as 4x4,4x6,etc,they shall be solid,not built up from studs. Structures LLC. writing to visit the site, the project owner and contractor assume all responsibility for interpretation of the structural documents and for construction observation and waives any claims against JS that may be in any way 15.Where wood posts are specified on the drawings,the supported beam(s)shall bear on the full cross section of the post. CEILING JOISTS/ROOF TIES AT LAPS OVER PARTITIONS 8-10D (3"X 0.128") FACE NAIL connected thereto. 16.Provide cross bridging at maximum 8'-0"o.c.for all joists. 8. All structural work shown or specified on these drawings is subject to review by the structural engineer of record.Aspects of the work found to be defective because it does not meet the requirements shown or specified 17.No new or existing joists shall be cut,notched,or have holes added without approval. shall be corrected by the contractor at no extra cost to the owner as directed by the engineer. 18.Exterior wall studs shall be continuous between points at which they can be braced by a floor or roof including exterior end walls of cathedral ceiling spaces,unless noted otherwise. 2X4 COLLAR TIE DIRECTLY UNDER RIDGE BOARD OR 4-10D(3 X 0.128 ) FACE NAIL OF N 9. Review of construction by the engineer is for conformance with the design aspects only, not to review the contractor's construction procedures. Lack of comment on the part of the engineer with regard to construction 19.Built-up members of three plies or less shall have adjacent plies nailed together with two rows of nails at 12"o.c. (10d common nails for 1 1/2" plies, 12d common nails for 1 314" plies). Built-up members of more USE 1 1/4 X 20 GAUGE RIDGE STRAP E FW procedures is not to be interpreted as approval of those procedures. than 3 plies shall be assembled with 1/2"diameter thru bolts at 16"o.c.staggered up and down with 2"clearance at top and bottom edges. A,Q \ PLT ER ' J4 10.Structural drawings shall not be used for construction unless noted"issued for construction".Drawings used for bidding purposes shall not be used for construction. 20. Flitch beams are to be assembled with(2)5/8"diameter thru bolts at 16"o.c.,with 2"clearance at top and bottom Edges,unless noted otherwise on plans or details.Assemble flitch beam with bottoms of wood plies CD C Y� \ r.� � 11.Shop drawings submittals to the engineer for approval are required for structural steel. Fabrication and/ or delivery to the site of these materials prior to receipt of approval by the engineer is solely at the and steel plate flush. RAFTER TO WALL TOP PLATE 3-10D (3"X 0.128") TOE NAIL, EACH SIDE * 02� contractor's own risk. 21. All bolt holes in load bearing wood framing components shall be no more than 1/16"larger than the bolt diameter. ,, C: FOUNDATIONS n Cr SAWN LUMBER AND TIMBERS RAFTER TO RIDGE, VALLEY, HIPS 4-10D(3"X 0.128") TOE NAIL EACH SIDE 1. The contractor shall investigate with testpits the condition and depth of the existing foundation system prior to the commencement of construction. JS will observe the exposed conditions prior to excavation for new 1. All framing lumber shall conform to the following governing standards: 2 foundations. a. American Institute of Timber Construction,"Timber Construction Manual,"latest edition. �O0 2. The new foundations have been designed to rest on firm, inorganic,undisturbed soil or rock having a presumptive bearing value of 3,000 psf expected to be found at the bottom of the required excavation base. Adequacy b. American Forest and Paper Association"National Design Specification for Wood Construction,"latest edition. 10D (3"X 0.128") '0,90 90 SslON loe �,� of bearing stratum shall be verified in field and inspected by the local building department or licensed geotechnical engineer prior to placing concrete.Adjust bottom of footing elevation to bear on suitable subgrade as 2. Sawn framing lumber noted on drawings shall be of the following minimum grade and specie. BUILT-UP CORNER STUDS TOE NAIL F6 required. Rafters: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry AT 24"O.C. 3. The new foundations have not been designed to resist water pressures of any kind.JS assumes that a foundation drainage system will be put in place to remove water from the area of the foundation.Contact JS if water is Joists: Douglas Fir Larch#2,Fb=900 psi,E=1,600,000 psi.Surfaced Dry observed during excavation or is otherwise known to be present,even periodically,and should be considered in the structural design. Studs: Douglas Fir Larch Stud Grade, Fc=850 psi,E=1,400,000 psi.Kiln dried 15%moisture content BUILT-UP HEADER, TWO PIECES WITH 1/2"SPACER 16D(3 1/2"X 0.135")AT 4. Within the perimeter of the proposed new structure remove all unsuitable,organic,loose,or disturbed material.Compact top of remaining excavated surface.Use controlled fill where required. Plates: Douglas Fir Larch Stud Grade.Surfaced Dry. SEE TABLE ON PLAN FOR MULTIPLE LVL FASTENING 16"O.C, EACH EDGE FACE NAIL PROJECT ADDRESS: 5. The bottom of exterior footings not on solid rock shall be at least T-6"below finished grade.The surface of the soil below all footings shall be mechanically compacted prior to setting footing forms. Footings on ledge shall Beams Douglas Fir Larch#1,Fb=1000 psi.,E=1,700,000 psi.Surfaced Dry rest on broom clean solid rock.If the slope of the rock surface exceeds 1 on 6,the footing shall be doweled to the ledge with 3/4"steel rods drilled 10 inches into the rock surface at 2'4"o.c. Posts Douglas Fir Larch#1,FC=1000 psi.,E=1,600,000 psi.Surfaced Dry 302 Bell Hill Ave, 6. Do not place concrete on a subgrade that is frozen,muddy,wet,or containing ice or frost. 3. Sill plates and any structural wood framing used in exterior applications or in contact with concrete or masonry shall be 2x Southern Yellow Pine#2 or better CCA preservative pressure treated wood or 1-1/2" thick STUD TO CONTINUOUS HEADER 4-8D(2 1/2 X 0.113 ) TOE NAIL 7. In placing and compacting fill and backfill material,do not damage nor displace concrete work already in place by contact from compaction machinery,by subjecting it to overturning from heavy compacting loadings,or any preservative treated TlmberStrand LSL. Fishers Island other cause.At frost walls bring fill against such concrete at the same rate as the remainder of fill,compacting uniformly on both sides using hand operated tampers. 4. The design of the dimensional lumber members and their connections is based on the lumber having a moisture content at the time of installation of 19%or less. Southold, NY 8. Do not place backfill against basement or crawl space walls until all floors bracing these walls are in place and the concrete walls have attained the specified design strength. 5. Notches in the top or bottom of dimensioned lumber joists or rafters shall not exceed one-sixth the member depth and shall not be located in the middle third of the span. End notches shall not exceed one-fourth the 10D(3"X 0.128")AT 9. Do not excavate lower than the bottom of any in place foundation. Consult JS if this condition may exist. member depth. BUILT UP POSTS 16" O.C. FACE NAIL EACH PLY 10.A line connecting the nearest points of the bottoms of any two footings shall not have a slope greater than 1 vertical to 2 horizontal. Verify bottoms of existing footings. Plan foundation steps and excavation 6. Bored holes shall not be within 2"of the top and bottom of the member and their diameter shall not exceed one-third the member depth. accordingly. 10D(3"X 0.128")AT 11.The slab on grade sub-base shall be 6"minimum of crushed stone passing a 2"sieve and retained on a 1/4"sieve. DOUBLE TOP PLATES 24"O.C. FACE NAIL 12.The contractor shall be responsible for limiting pours to minimize shrinkage cracking. In general, walls shall not be poured in continuous lengths exceeding 30 feet and slabs not exceeding 20 feet without control MANUFACTURED WOOD PRODUCTS joints.The location and configuration of joints exposed to view shall be coordinated with the architect. 1. Laminated Veneer Lumber(LVL)Beams shall be manufactured by!Level by Weyerhauser. The minimum allowable stress and stiffness characteristics shall be as follows: 13.Minimum anchor bolt requirements for attachment of superstructure to foundation shall be as follows,unless noted otherwise on the drawings: Fb= 2600 psi DOUBLE TOP PLATES, MINIMUM 24"OFFSET OF END FACE NAIL IN Crawl spaces,slabs on grade: 112"o at 32"o.c. max spacing Fc(Parallel)= 2510 psi JOINTS 8-16D (3 1/2"X 0.135") LAPPED AREA Embed anchor bolts a minimum of 15"into masonry,7"into cast concrete.Install bolts within 12"of corners on all exterior walls.All individual sill plates shall have a minimum of two anchor bolts. Install 3/16"x 3"x 3"plate Fc(Perpendicular)= 750 PSI PROJECT NAME: washers at all anchor bolts Fv= 285 PSI 16D(3 1/2"X 0.135") 14.Sizes and locations of all required embedded items for all trades such as anchor bolts,piping sleeves,holdown anchors,etc.Shall be coordinated by the general contractor with other trades. E= 1,900,000 PSI SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 15.lnverts of footing drains,if required,are to be set a minimum of 2"above the bottom of adjacent footings. 2. Laminated Strand Lumber(LSL)including Timberstrand rim joists shall banufactured by iLevel by Weyerhauser. AT 16"O.C. 3. Timberstrand rim joists shall be 1 'W thick minimum. CONTROLLED FILL 4. Parallel Strand Lumber(PSL)shall be manufactured by iLevel by Weyerhauser. SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL 3-16D (3 1/2"X 0.135") FACE NAIL 1. In areas requiring fill, the fill material shall be a uniformly graded mixture of sand and gravel weighing no less than 120 pcf dry density after compaction in place. This mixture shall be uniformly graded having no stone 5. Substitutions are not allowed without approval from design professional and the contractor shall compensate the engineer for time spent evaluating the proposed substitution. PANELS AT 16"O.C. greater than 3"in any one dimension,and with less than 10%,by weight,passing a#200 sieve 6. The plys of built up manufactured wood products shall be fastened together in conformance with the manufacturer's specifiEr's guide,unless noted otherwise. 2. The fill shall be placed in 8"lifts before compaction.Each lift shall be compacted with appropriate equipment to a minimum of 95%of its maximum density at or near optimum moisture. 7. Members may not be bored or notched without written permission from the engineer. 3. A soils testing lab,hired by the owner,shall test the material before and after compaction for conformance with this specification. No lifts shall be placed when weather conditions are such that the moisture content of the fill 8. Engineered wood joists(TJI's)shall be manufactured by iLevel by Weyerhauser. STUD TO SOLE PLATE 3-8D(2 1/2"X 0.113") TOE NAIL cannot be properly controlled. 9. Joist sizes have been designed with Trus Joist Macmillan software for a TJf Pro Rating of 50 or higher. If joists other than TJI 's are used they shall have similar demonstrated performance and shall be approved by the engineer.The contractor shall compensate the engineer for time spent evaluating the proposed substitution. CONCRETE 10.Joists of the proper size are to be installed at the spacings indicated on the drawings using the manufacturer's recommended details unless otherwise noted on plans. TOP PLATE OR SOLE PLATE TO STUD 2-16D3 1/2"X 0.135" END NAIL 1. Structural concrete work shall conform to all the requirements of ACI 318 "Building Code Requirements For Reinforced Concrete" and ACI 315 "specifications for structural concrete in buildings' in it's entirety certain 11.Do not cut or notch flanges. Webs opening may be cut only as recommended in the manufacturer's literature and then only after consultation with the engineer. Do not bevel cut the top end of the foist beyond the ( ) portions of this specification are presented here only for clarification and the contractor's convenience and are not intended to replace or amend this specification. edge of bearing. 2. Slab work shall conform to applicable portions of ACI 302.1 R guide for concrete floor and slab construction,latest edition. 12.Provide single "squash blocks" under bearing walls from above nailed to the joist flanges match the dimensions of the supporting stud below. "squash blocks" are to be cut 1/16" longer than depth of joist and are to 8D (2 1/2"X 0.113") 3. Comply with the recommendations of ACI 306 for cold weather concreting and ACI 305 for hot weather concreting. be installed with grain vertical. RIM JOIST TO TOP PLATE(ROOF APPLICATIONS ALSO) TOE NAIL 4. Concrete shall be normal weight and develop a minirnum strength in 28 days as follows: 13.Doubled i-Joists acting as header and trimmer beams are to be constructed with solid filler blocking nailed between the joist webs. Filler blocking shall be a combination of plywood and/or 2x dimensioned lumber of AT 6"O.C. Location strength water/cement,(w/c)ratio net width equal to the joist flange width minus 3/8"and a depth of joist depth minus 3 1/2". Footings and walls 3000 psi 0.50 14.lnstall blocking for full length in header beams and 2'-0"to each side of supported header in trimmer beams with 118"gear between top and bottom edges of filler and joist flanges. Hammer nails thru near web, filler WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF, 8D COMMON (2 1/2" FACE NAIL O Interior slabs 4000 psi 0.50 and far web then clinch nail with 2 rows of 10d common nails at 4"o.c. INTERIOR WALL SHEATHING, 3/8"- 1" X 0.131")AT 6"O.C. Exterior slabs 4500 psi 0.45 15.Build out web of joist supporting joist hangers flush with flanges with multiple layers of plywood as required. 5. All concrete composite on metal deck shall be lightweight concrete with a minimum ultimate compressive strength of 4000 psi at 28 days,with a unit weight of 115 pcf. 16.Instafl joist web stiffeners where indicated on plan on both sides of web with (2)-10d clinched nails set 2" in from top or bottom of stiffener. Stiffeners to be 1/2", 5/8 or 1" plywood for 1 1/2",1 3/4" and 2 1/4" (min) WOOD STRUCTURAL PANELS SUBFLOOR ROOF 10D COMMON 2 1/2" 6. All concrete toppings shall be normal weight concrete with a minimum compressive stress of 4000 psi at 28 days. wide joist respectively, by 2 3/8"wide by clear web height minus 1/8".Stiffeners to be set tight to top of bottom flange at jast supports and tight to underside of top flange when supporting walls or posts from above,within INTERIOR WALL SHEATHING, 1 1/8"- 1 1/4" X 0.148")AT 6"O.C. FACE NAIL I.........- CD 7. No admixtures are permitted unless included in the submitted and approved design mixes. the joist clear span. 8. Concrete exposed to the weather,such as that used in foundation walls shall contain 6%+/-1.5%entrained air. 17.lnstall squash blocks at all location where bearing walls occur directly above and below joists. 9. Cement shall be type I or type II and conform to ASTM C150. 1/2" GYPSUM SHEATHING 1 1/4"SCREWS, TYPE FACE SCREW W Z 10.Other cementitious material such as flyash or ground granulated blast furnace slag may be blended with cement for use in the concrete mix. Flyash shall conform to ASTM C618 and may replace cement if the METAL WOOD CONNECTORS W OR S AT 7 O.C. following ranges for the 2 classes of flyash;class c,20 to 35%;class f,15 to 25%.Ground granulated blast-furnace slag shall conform to ASTM C989 and may not exceed 50%of total weight of cementitious materials. 1. Simpson products shall be installed per Wood Construction Connectors by Simpson Strong-tie(current edition). Use commDn nails at all metal wood connectors. 11.Coarse aggregate shall be 3/4"and conform to ASTIR C33 2. Joist hangers, cross bridging and all connectors for wood construction shall be galvanized steel as manufactured by Simpson Strong Tie or approved equal. Special nails as supplied by manufactured shall be used for 1 5/8"SCREWS TYPE Q Q 12.Concrete design mix shall be submitted for each type of concrete to the design professional for review. The design mix shall be accompanied by test reports conforming to the ACI method for field experience or required nailing. 5/8 GYPSUM SHEATHING FACE SCREW the ACI method for trial mixtures, including a graph of w/c ratio versus strength, in accordance with ACI 301. Design mixes shall include any admixtures that may be used.The design mix shall be sealed and signed by a 3. 10d 1-1/2"nails may not be substituted for 10d or 16d nails specified by manufacturer for that connector,unless noted on pans W OR S AT 7" O.C. professional engineer. 4. Provide metal post bases and post caps(Simpson type CC)where wood posts connect to wood beams independent of frarred walls. 13.Reinforcing steel shall conform to ASTM A615,grade 60.(grade 40 may be used for ties and stirrups). 5. Provide Simpson ABU post bases where a wood posts bear directly on a foundation. Bases and caps shall be galvanizeb at exterior conditions. Use Simpson recommended anchor bolts embedded 8"with Hilti RE500 NOTES: 14.Support and securely tie reinforcing to prevent displacement during concrete placement operations. adhesive into the foundation,unless noted otherwise. 1. THIS SCHEDULE IS BASED ON THE 2015 IRC TABLE R602.3 1 FASTENING SCHEDULE. FASTENING LISTED 15.Ai1 slabs shall have 6x6 W2.0xW2.0 Welded Wire Mesh (WWM) placed 1"from top of slab, supported on chairs or slab bolsters unless noted otherwise. WWM shall conform to ASTM A185, with a minimum ultimate 6. Where wood beams bear directly on concrete or masonry piers,anchor beams to piers with Simpson ABU or approved eeual,with Simpson recommended anchor bolts embedded in the pier 8"with Hilti RE500 adhesive, HERE MAY BE GREATER THAN ( ) W tensile strength of 75,000 psi.Lap one mesh size at sides and ends,and wire together. unless noted otherwise. THAT REQUIRED BY THE IRC TABLE, FASTENING MUST MEET THE 16.Fabricate reinforcement to the required shapes and dimensions within the tolerances stated in the Concrete Reinforcing Steel Institute(CRSI)manual of standard practices. 7. Anchor the back end of cantilevers with Simpson anchors having an allowable uplift capacity of 1,000 Ib. REQUIREMENTS OF THIS TABLE. 17.Provide clearances from face of concrete to the closest surface of reinforcement as follows,unless noted otherwise on the structural drawings: 8. Install Simpson face mount hangers at all flush framing conditions. Use face mount hangers specified in iLevel Joist specifrer's guide TJ 4000 and iLevel Beam, Header, and Column specifier's guide TJ 9000 by 2. REFER TO THE IRC TABLE FOR FASTENING OF COMPONENTS NOT LISTED HERE. Slabs: 1" Weyerhaeuser,unless specified otherwise on plan. 3. ANY FASTENING NOTED ON THE PLANS OR DETAILS SHALL SUPERCEDE THE FASTENING REQUIREMENTS Footings: 3" 9. Provide metal hurricane anchors at each rafter.Unless noted,use Simpson H2.5A or Simpson SDWC15600 screws or specific anchors required by the local building official. NOTED HERE Face of walls: 2" 10.Install Simpson CS20x24"straps across all rafters over ridge beams where collar ties are not installed. 18.Coordinate size and location of all openings and pipe sleeves with architectural and mechanical drawings. Minimum concrete between sleeves shall be 6". 11.Where hangers are specified or required at sloping or skewed beams,the contractor shall specify the correct slope and skew when ordering the hanger. 19.Conduits and pipes shall be placed above bottom bars and below top bars and shall not exceed 1/3 the concrete thickness at any cross-section. Parallel runs shall be placed a minimum of 3 diameters on center. 12.Where ACQ or CuAz wood preservative treated wood framing components are used, all connectors and fasteners shall be stainless steel. Alternate methods for protection against corrosion of connectors and No aluminum or coated conduit pipe shall be used. fasteners must be approved by the design professional. 20. All grout shall be non-shrink with a minimum compressive strength of 5000 psi. 21. Install slab curing measures immediately after finishing on the same day as concrete placement. Cure slabs using curing paper or plastic with taped joints. Cover the wetted surface as soon as it can be placed SHEATHING PANELS without marking the surface. Keep surfaces moist during the cure period by providing additional moisture,wind barriers, sun protection and other methods to promote a slow cure. Use of a curing compound is prohibited. 1. Sheathing panels,plywood or oriented strand board("osb"),shall conform to U.S.product standard ps-1,and bear the APAgrade-trademark of the American Plywood Association. Loss of surface moisture shall be inhibited for at least 7 days by recommended ACI methods. 2. Sheathing panels for floors,roof,and walls shall be apa rated sheathing,exposure 1,with a minimum span index rating of 32/16 visible on all sheets,and made with exterior glue. 22. Designated testing laboratory shall conduct:strength test for each 50 cubic yards or fraction thereof from each mix design of concrete placed in any one day, except that in no case shall a given mix design be 3. Sheathing shall be of the following minimum thickness: represented by less than five tests. Roofs 5/8" Floors 3/4"tongue and grooved. STRUCTURAL STEEL Walls 7/16" 1. All structural steel work shall conform to the following governing standards: See architectural plans for thickness. a. AISC"Specification for the Design, Fabrication and Erection of Structural Steel for Buildings,"latest edition. 4. Sheathing panels on flat surfaces shall be installed with face grain perpendicular across to supports and continuous over two or more spans. b. The American Welding Society(AWS D1. 1)"Code for Welding in Building Construction,"latest edition 5. Wall sheathing and floor sheathing shall be glued to supporting members with construction adhesive such as PL400,laid in a continuous 1/4"wide bead along the member length. SHEET NUMBER: 2. All structural steel shall conform to the following ASTM specifications: 6. At all exterior walls and designated braced walls,horizontal edges of wall sheathing shall be Backed by solid blocking betWEen studs to provide backing for specified panel edge nailing. Plates:ASTM A36 7. Leave 1/16"space at all plywood panel end joints. Leave 1/8"space at all panel edge joints if not tongue and grooved.Use)ly clips or other edge support as required for plywood sheathing. Tube Columns:ASTM A500,Grade B. Anchor bolts: ASTM F1554 Grade 36. 3/4" diameter unless noted otherwise on drawings. Install column anchor bolts using templates and other devices required for accurate installation. Anchor bolts may not be WOOD FASTENERS embedded after the concrete has set without written permission from design professional prior to pouring foundations. 1. Nails and spikes specified on plan shall conform to the nominal sizes Specified in federal specifications ff-n-105b and as noted in the table below: S-000 3. Welding shall be performed by welders certified by AWS. Type pennyweight 8d 10d 12d 16d 20d 4. Welding electrodes shall be ASTM A233,Class E701XX. Diameter 0.131" 0.148"0.148" 0.162" 0.192" 5. All exposed exterior steel shall be hot dipped galvanized or painted with a system approved by the project architect and suitable for exterior,corrosive environments. Common length 2.5" 3.0" 3.25" 3.5" 4.0" 6. Hot dipped galvanized steel shall be in accordance with ASTM A-123.All exposed exterior steel connecting hardware including nuts,washers and threaded fasteners,etc.,shall be hot dipped galvanized in accordance with Head diameter 0.281" 0.312" 0.312" 0.344" 0.406" ASTM A-153. 2. Lag and wood screws shall conform to ANSI/ASME Standard 818.6.1-19.81. 7. Steel erection and piece shop drawings shall be submitted to the design professional for review and approval. No fabrication of steel shall commence without approved shop drawings.Shop drawings shall be reviewed and 3. All fasteners used in contact with preservative pressure treated wood shall be hot dipped galvanized in accordance with ASTM A153 or stainless steel, type 316. Do not mix stainless steel and galvanized fasteners and stamped by the contractor prior to submitting to the design professional.Shop drawings shall conform to customary AISC detailing standards. connectors. 8. All beams except cantilever beams shall be fabricatE!d with natural camber up. Cantilever beams shall be fabricated so that natural camber raises cantilevered end. 4. Bored lead holes for fasteners shall be as follows: 9. All field welding is to be visually inspected by an A.W.S.certified weld inspector engaged by the owner.Reports are to be sent to the architect,engineer,and owner in a timely manner. Nails and spikes:lead holes are not required unless to prevent splitting of wood. If required,lead hole diameter shall not exceed 75%of nail/spike diameter. 10.AIf full penetration and partial penetration groove welds shall be inspected by ultrasonic methods by a A.W.S.certified weld inspector engaged by the owner. Wood screws:lead hole diameter equals 7/8 of unthreaded shank diameter in connected wood part and 7/8 of diameter at root of thread in wood receiving thread. SHEET NAME: Lag screws:lead hole diameter equals shank diameter for extent of unthreaded shank,and 60%of shank diameter for th•eaded portion of shank. CONCRETE MASONRY Through bolts:lead hole diameter 1/32"to 1/16"larger than nominal bolt diameter. 1. All concrete block work shall conform to the Masonry Standards Joint Committee"Specification for Masonry Structures,ACI 530.1/ASCE6/TMS 602),latest edition. 5. Insert threaded screw type fasteners by turning with screwdriver or wrench. Do not drive by hammering.Facilitate installation by placing soap or other lubricant on threads. STRUCTURAL 2. Concrete masonry units shall conform to ASTM C90,Type I,with a net area compressive strength of 1900 psi. 6. Provide standard round washers under the heads of all thru bolts and lag screws and under all nuts unless otherwise indicated on the plans.Tighten fasteners without crushing wood fibers under washers. SPECIFICATIONS 3. Units shall be normal weight, 125 pcf. 4. Units must be sampled and tested in accordance with ASTM C140. 5. Net area compressive strength of the masonry,fm(mortar and masonry unit assembly)shall be equal to 1,500 psi. - 6. All grout shall conform to ASTM C476 and shall have a compressive strength equal to fm or greater. 7. All mortar shall be Type S per proportion specification ASTM C270. SCALE: - DATE: June 20, 2023 6"STEMWALL CD 10^SOLID GROUTED n co CMU FOUNDATION WALL 12^THICK X 24"WIDE | | | | CAST|NPLACE CONCRETE FOOTING L _ __J LDrawings and specifications, as _ _ � F2.5 F2.5 instruments of professional service, are and shall remain the Property of the engineer. These x documents are not to be used, in whole or in part, for any other projects or purposes, or by any other parties, other than those properly auth orized by contract, without the specific written x x authorization of Jacobson Structures LLC. � - --1 � -- L__J � -- - - -- - - -- - -- - - - -- - - - - - - - - - - - - - F2.5 F2 UP co Cr LEGEND PROJECT ADDRESS: REPRESENTS POST ABOVE FRAMING. LOCATE 302 Bell Hill Ave, FRAMING ACCORDINGLY Fishers Island Southold, NY 0 REPRESENTS STEEL TUBE COLUMN AS NOTED REPRESENTS SOLID GROUTED CMU FOUNDATION X WALL PER PLAN REPRESENTS CAST IN PLACE REINFORCED J CONCRETE FOOTING L PROJECT NAME: F2.5 REPRESENTS STRUCTURAL BEAM OR HEADER AS NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER IF NOT INDICATED REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING 9 1/2" LVIL LEDGER FASTENED TO -x " AS NOTED SDWS SCREW AT 16"O.C. STAGGERED L-----------i REPRESENTS STRUCTURAL WALL ABOVE FRAMING. LOCATE FRAMING ACCORDINGLY 2 1/2" FROM TOP AND BOT70M OF LEDGER REPRESENTS ANCHOR BOLT FOR HOLDOWN IM INSTALLED AT BASE OF POST F BEAM LOW 8|K8PSONS850X24ANCHOR ' BOLT CAET|NFOUNDATION -- WALL F2 5 x < x < co 1 1/4"TIMBER':;TRA�D x y n ��U������ FLOOR ���� �� ��0�K�� �� ���� | U�U���� U U��-«.����� K-����U�UUU�v�� ��^U��� / FOUNDATION PLAN U�v~���U����� U Uv_vU� TYPICALAT�t: '0 8X10 CMU PIER UJ 57 -� � - - � [- 8X10 CMU PIER PIE S-206xS T x GENERAL | | | : X 1REV|EVVALL NOTES ONS'OOO | | | � ' 2. SEE ARCHITECTURAL PLAN FOR BUILDING O|K�ENS|ONSAND VVALLAND FOOTN8ELE\�J|ONS � L � -- 3 VERIFY NOTFYSTRUCTURAL ENGINEER |FFIELD CONDITIONS ARE DIFFERENT F2S----� / � � ' � -�- 4 ODNOT EXCAVATE LOVVERTHAN ANE�(|ST|N8FOUNDATION TYPICAL AT ) / | � E�TER|DRP|ER --^'/ 5. THE BOTTOK8OFALL NEVVFOOTINGS SHALL BE3''S'' BELOVVFINAL GRADE. | S^STEyWVVALL G. FOOTINGS MAY BE STEPPED PROVIDED THE SLOPE OF THE BOTTOM OF FOOTING DOES NOT EXCEED 2 UNITS / x 10^SOLID GROUTED HORIZONTAL TO1UNIT VERTICAL | / CMU FOUNDAT|ONWALL ' 12"TH|CKX 24"WIDE / < x CAST|NPLACE CONCRETE F �-- [— ' | | | SPREAD| ' | ' DESIGNATION DIMENSIONS REINFORCEMENT-SIZE AND SPACING REINFORCEMENT-LOCATION SHEET NUMBER:| -- -- �� | F2.5 F21° . F2.0 2'-0"X 2'-0"X 12"THICK (3)#4 REBAR EACH WAY, EQUALLY SPACED 3"CLEAR FROM BOTTOM AND SIDES / Y:>,�<')<X'/,<."�/x��>,/>�X)<XX/XXX),>��XYYYX)<�X>�xxxx�,xx)�xxxx�<)<XxxxxxxF2.5 2'-6"X 2'-6"X 12"THICK (4)#4 REBAR EACH WAY, EQUALLY SPACED 3"CLEAR FROM BOTTOM AND SIDES� / - | �-- -- - - - - - - - - - — — — — — — — — — — / | | | | | F2.5 F2.5 F2.5 S- 100 TYPICAL FOUNDATION � WALL DETAIL i i J I Lu III I 1I � E 0 U I z ` I O O L o > M (U6 QQL mat o00 .; i HSS4X4X1/4HSS4X4X1/4 HSS8X4X1/4 I X - -- - -- -- -------- III / S-200 -- Drawings and specifications, as ---- instruments of professional service, are and shall remain the Property of the engineer. These %1 documents tto b X x whole orin part foranysother / <\ X x other parties, other than those projects or purposes, or by any -------- -- - - ---- -- . c� I � I I ��� properly authorized by contract, i without the specific written HSS4X4X1/4 �- - -- ---_-� Structures LLC. I i H�X4X1/4 i j I i � authorization of Jacobson I T 1 II I OF Ne P L ER ✓qC O o - - J - -- -- - _ �.o os zt co o HSS6X4X1/4 - 617A -, - -- - - -- -I- _-_ -- - -- --� - --- - -- --- -- - -- - - - - - - - - - - - --- - - - -- -Ifi ' I i PROJECT ADDRESS: I S-200 TYPICAL AT � it CANTILVER 302 Bell Hill Ave, Fishers Island I .1 I , X I, Southold, Y N �f� ---_--1 ----------- ---------- ---------- `r 00 HSS6X4X1/4 X - � 00 - -- -- - -- -- --- - - - - - -Y—- { - - - _- - - - --- - -- - - - i PROJECT NAME: �I LEGEND x I I I 1 X 'ice'- x ® REPRESENTS POST OF BUILT UP STUDS co ® REPRESENTS SOLID POST AS NOTED 1/S-200 TYPICAL I , AT BEAM O REPRESENTS STEEL TUBE COLUMN AS NOTED HSS6X4X1/4 -_- I - INTERSECTIONS REPRESENTS STRUCTURAL BEAM OR HEADER AS I ,I i I NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER -r-- - ( IF NOT INDICATED REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING AS NOTED x �* -- � REPRESENTS STUD WALL OF 2X6 STUDS AT 16" O.C. X WITH 1/2" PLYWOOD SHEATHING FASTENED WITH 8D O DETAIL = I HSS4X4X1/4 '11 I --1--- -°m- NAILS AT 6"O.C.AT ALL EDGES AND 12"O.0 AT 2/S-200 INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR r ^ ! WALLS REQUIRING BLOCKING CD I_ SS8X4X1/4 - - - - - - - - - - - - - - -----------� - =- - - �- -- -\ -- - I 4 - ,i=` '"-` - � REPRESENTS INTERIOR STRUCTURAL BEARING S-200 % WALL OF 2X4 OR 2X6 STUDS AT 16"O.C. SEE -�- ARCHITECTURAL PLAN FOR WALL THICKNESS --- -- REPRESENTS EXISTING STRUCTURAL WALL TO Q X I F-rl''- - REMAIN Lit. 3 -3 II �{ REPRESENTS HOLDOWN INSTALLED AT BASE OF v� I i Dc �; � �' - -_---- �I I POST S-200 _ S-200H UJ HSS4X4X1/4 I L - H X4X1/4 SS8 4 / ---(I- _J I H S4X X1 4 - S - - I I' I ' llil 'I I o l ' x x Ix . t I , v X X I 3 :� � II .._3..- I� � I, ----------- � j 1� - _��IL I SUN SHADE FRAMING PLAN S-200 _ = S-200 HS54X4X1/4 --' 1 I - HSS8X4X1/4 HSS4X4X1/4- - - _ - - -- __ __ ___. - _ ! ------------------- SHEET SHEET NUMBER: --� 4 HSS6X4X1/4 HSS6X4X1/4 HSS6X4X1/ I x - - x HSS8X4X1/4- - - - - -HSS8X4X1/4 _ _ + --I -- - 4�_- - - --- -- -- - - - _ _ _ -- - -- - -- -- --- -- - DETAIL I � - 2/S-200 = II I; ------ - --- - ----- ,---- i- - --_- - ---- - HSS8X4X1/4 HSS8X4X1/4 r HSS8X4Xl/4 1 III S - 101 / HSS8X4X1/4 - DETAIL 2/S-200 SHEET NAME: SUN SHADE FRAMING PLAN SCALE: 1/4" = 1' - 0" DATE: June 20, 2023 U J 1 1/4"TIMBERSTRAND LSL RIM JOIST r E U) z O rn w M U ti 0 OV > M Lf) U co U 0- TE Is 1 1/4"TIMBERSTRAND o CD 1 1/4 TIMBERSTRAND 00 LSL RIM JOIST LSL RIM JOIST Q ! j - ---- - - - -- - -- - - j 7 Drawings and specifications, as instruments of professional service,are and shall remain the I �! Property of the engineer. These documents are not to be used, in I I art, for any other whole or in otherparties, other than those projects or purposes, or by any ! - properly authorized by contract, without the specific written ----------- authorization of Jacobson - --- (3) 11 7/81 LVL Structures LLC. _� - - --- -- - - - -� - - -- - --- -- - --- 1' - -- -- --- HEADER LOW ---- --- -- - 1 1/4"TIMBERSTRAND OF NF it \ LSL RIM JOIST lQ ,p1AlTER C:) i -_L_- --_--_� n cr 090617•A p�FSSIONP - -I PROJECT ADDRESS: it 302 Bell Hill Ave, Fishers Island Southold, NY LEGEND LJ-I REPRESENTS POST OF BUILT UP STUDS j ® REPRESENTS SOLID POST AS NOTED REPRESENTS STRUCTURAL BEAM OR HEADER AS - \ l - - - - - - - -- _... ---- -�- - -t- - '- - � - ; -`---)� - �- - - - - - - - - - - ; NOTED. SEE GENERAL NOTES FOR TYPICAL HEADER PROJECT NAME: -- ! IF NOT INDICATED REPRESENTS STRUCTURAL RAFTER/JOIST FRAMING ! i AS NOTED \ ! REPRESENTS STUD WALL OF 2X6 STUDS AT 16" O.C. iv WITH 1/2" PLYWOOD SHEATHING FASTENED WITH 8D ,! NAILS AT 6" O.C.AT ALL EDGES AND 12" O.0 AT INTERMEDIATE FRAMING MEMBERS. SEE PLAN FOR -_ I i WALLS REQUIRING BLOCKING (2) 11 7/8" LVL (2) 11 7/8" LVL l / REPRESENTS INTERIOR STRUCTURAL BEARING HEADER _ ! HEADER Nil -- '-_ ARCHITECTURAL PLAN FOR WALL THICKNESS I I ' I REPRESENTS EXISTING STRUCTURAL WALL TO SIMPSON LSSR2.37Z 9 1/2" LVL LEDGER REMAIN HANGERS AT FASTENED TO EACH STUD j RAFTERS, TYPICAL (ASSUMED 16"O.C.)WITH (2) s REPRESENTS EXISTING STRUCTURAL BEAM TO O 4" SIMPSON SDWS SCREWS 7 1/4"LVL LEDGER REMAIN. VERIFY IN FIELD FASTENED TO EACH STUD REPRESENTS EXISTING JOISTS TO REMAIN.VERIFY (2) 16" LVL LOW (2) 11 7/8" LVL LOW (2} 11 7/8" LVL LOW (ASSUMED 16 O.C.)WITH (2) IN FIELD _ - - - - - - - - 4"SIMPSON SDiNS SCREWS - - - - - - - - --- ---- - 3 1/2 X 5 1/4 xREPRESENTS HOEDOWN INSTALLED AT BASE OF n \ - - --- - -- -- - -- - POST I I / --- ---------- -- ----- -- I � PSL POST SIMPSON HDU5 HOLDOWN AT BASE OF POST 1 1/4"TIMBERSTRANDLU LSL RIM JOIST C --- — - - o - - - - - - - - - Np 1 1/4"TIMBERSTRAND II � _ I I- 1— LSL RIM JOIST ROOF FRAMING PLAN GENERAL NOTES: _ .j i 1. REVIEW ALL NOTES ON S-000 r 2. INSTALL SIMPSON H8 AT ALL RAFTER/TOP PLATE CONNECTIONS --- — / : I 2. ALL WALL HEADERS ARE(2)7 1/4 LVL'S UNLESS NOTED OTHERWISE !i ___, j 3. ALL POSTS SUPPORTING WALL HEADERS ARE(2)2X JACK STUD AND(1)2X KING STUD UNLESS NOTED OTHERWISE SHEET NUMBER: (2) 9 1/2" LVL j — 4. ALL POSTS SUPPORTING BEAM ARE BUILT UP STUDS AT LEAST AS WIDE AS THE SUPPORTED BEAM HEADER -- - --- - - 5. TYPICAL HANGER FOR LVL BEAMS IS SIMPSON HU FACEMOUNT HANGER UNLESS NOTED OTHERWISE ,_ - S- 102 : 1 1/4"TIMBERSTRAND : ' I I � i I LSL RIM JOIST 11-LL - - - - - - - - - -11- - - - - - - - X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S-200 I, 17 SHEET NAME: ROOF FRAMING PLAN SCALE: 1/4" = 1' - 0" DATE: June 20, 2023 STEEL BEAM PER PLAN BEYOND 1/4"X 6"X 8" BENT STEEL PLATE STEEL BEAM PER PLAN 1/4"X 4 X 6"CONNECTION STEEL BEAM BEYOND 1/4"X 4 X 6" CONNECTION STEEL BEAM PER PLAN BOLTED TO INSIDE OF TUBES PLATES WITHIN TUBE BEAM PLATES WELDED TO COLUMN U SIN IN 1/4"X 4 X 6" CONNECTION ------- - _- - - - - - ---- - - -- ----- ----- - J PLATES WELDED TO 9 I I I 1/4"X 4 X 6"CONNECTION (f� BEAM BEYOND - i PLATES WELDED TO COLUMN ih I 1!4" I ih II II I � W LINDAPTER HOLLO-BOLT LHBCSKM#1 LINDAPTER HOLLO-BOLT I I I 1 — - - - � L o— I LHBCSKM#1 o I --------- LINDAPTERL HOLLO-BOLT 1„ „ 1 — ----- --- D 12 12 i LHBCSKM#1 STEEL BEAM PER PLAN SLID 3/8 X 4 1/2 X 6 CAP PLATE LINDAPTER OVER CONNECTION PLATES WELDED TO STEEL BEAM HOLLO-BOLT 6 ; U LHBCSKM#1 1/4' I I I SECTION VIEW SECTION VIEW i STEEL COLUMN PER PLAN i E I I I W OU a) STEEL BEAM PER PLAN STEEL BEAM PER PLAN O 21 „ 16 U) U2 -------------------- ------------ c 1/4"X 6"X 8" BENT m U -------------------- u STEEL PLATE BOLTED Q > co 0 LINDAPTER HOLLO-BOLT -s 1 11 TO INSIDE OF TUBES I - LHBCSKM#1 1 I I U ti 2 3 PERGOLA CONNECTION DETAIL 1 STEEL BEAM PER PLAN Q a) .N MITER CUT STEEL BEAMS �� - ' �� SLID OVER CONNECTION I I � 0 � i 1/4 X 4 X 6 CONNECTION ; S-200 SCALE 1 — 1 -0 PLATES PLATES WITHIN TUBE BEAM I I STEEL BEAM PER PLAN n I I I I I I II u STEEL COLUMN PER PLAN -------_ — —J Drawings and specifications, as PLAN VIEW PLAN VIEW -- 9 P li instruments of professional u u service, are and shall remain the I Property of the engineer. These LINDAPTER HOLLO-BOLT documents are not to be used, in LHBCSKM#1 whole or in part, for any other I projects or purposes, or by any A�111L other parties, other than those PERGOLA CONNECTION DETAIL 1 2 PERGOLA CONNECTION DETAIL 1Without thehorispecfccwrtten S-200 SCALE 1" = 1'-0" S-200 SCALE 1" = 1'-0" authorization o Jacobson Structures LLC. PLAN VIEW 1 114"LSL RIM JOIST TRAND A P �PU I? o o� 8D NAILS AT6"O.C. - -FILLER BLOCK 4 PERGOLA CONNECTION DETAIL 1 AT PLYWOOD EDGES WOOD LOUVERS PER (3) 11/2"WOOD SCREWS MITER CUT BEAM AND STEEL BEAM PER PLAN S-2OO SCALE 1" — 1'-0" r ARCHITECTURUAL COLUMN, BEVEL TUBE = c0 DRAWINGS WALL AND FULLY WELD r 2" (3)8D NAILS AT 12"O.C. — TJI RAFTERS PER PLAN ' ' — LINDAPTER HOLLO-BOLT LHBCSKM#1 SSIO INTO RIM JOISTS h p ; 1/4"X 4 X 6"CONNECTION t -- – '` 8D NAILS AT 6"O.C.AT , _ -'Ic ` - _ PLATES WELDED TO PROJECT ADDRESS: EACH PLATE STAGGERED —SIMPSON H8 HURRICANE _ BEAM/COLUMN BEYOND TIE AT EACH RAFTER 3/16"X 2"X 5"STEEL PLATE 302 Bell Hill Ave, WELDED TO BE FOR II Fishers Island STEEL BEAM PER PLAN CONNECTING LOUVERS (4)8D NAILS AT EACH STUD WOOD LOUVERS PER STEEL COLUMN PER PLAN Southold, NY SECTION A-A ARCHITECTURUAL Dlj� WINGS 8D NAILS AT 6" O.C. I AT PLYWOOD EDGES I 2X BLOCKING BEHIND HORIZONTAL PLYWOOD PANEL JOINTS - s PERGOLA CONNECTION DETAIL 1 PROJECT NAME: S-200 SCALE 1" = 1'-0" ('5 TYPICAL RAFTER/WALL CONNECTION 1/4" S-200 SCALE 1" = 1'-0" o 0 00 rIN 10ll O o 12„ o - � SIN BASE PLATE PLAN VIEW o 0__:� Z 8D NAILS AT 6" O.C. 11„ 0 AT PLYWOOD EDGES -' 2 2X BLOCKING BEHIND HORIZONTAL PLYWOOD BASE PLATE PLAN VIEW _ PANEL JOINTS DOUBLE PRESSURE TREATED STEEL COLUMN PER PLAN r n z 2X6 SILL PLATE WITH 1/2" V.J (4) 8D NAILS AT EACH STUD r ANCHOR BOLT WITH 3°X3" FLOOR JOISTS PER PLAN 8D AT 6"O.C. < <n PLATE WASHER AT 48 O.C. TJI BLOCKING to 8D NAILS AT 6"O.C. AT _ 10D NAILS AT 6" O.C. 5/8" BASE PLATE ON 1 1/2" BED i COLUMN PER PLAN � EACH PLATE STAGGERED % OF 5000 PSI NON SHRINK GROUT \/ -. 5/8" BASE PLATE ON 1 1/2" BED OF BETWEEN JOISTS x #4 CONTINUOUS TOP BARS 5000 PSI NON SHRINK GROUT - - PLACED 2"CLEAR FROM 1 1/4".TIMBERSTRAND LSL RIM JOIST j TOP AND SIDES OF WALL LEVELLING NUT ° ' LEVELLING NUT ----FLOOR FRAMING PER PLAN (4) 5/8"A36 THREADED ROD ° ° (4)5/8"A36 THREADED ROD 10� ANCHOR BOLTS WITH ANCHOR BOLTS WITH 2X4 PRESSURE TREATED PLATE EMBEDDED NUT AND WASHER ° EMBEDDED NUT AND WASHER _ _ _ oa. -III-III-III=III-III= LVL BEAM PER PLAN �. WITH 1/2"ANCHOR BOLT AT 48"O.C. I—I — I— III III III III III III ��� III III III . _4.�., Ls <'.•.:F, y< r� :. � s ti,«� ��- SIMPSON ABU66 / , 5 8 THREADED ROD IN EPDXY 4 SHELF FOR JOISTS „ REFER TO FOUNDATION �� 2 #4 REBAR DOWEL AT 32"O.C. WALL DETAIL FOR r .- , r,' ' CON CRETE PIER PERP N LA SOLID GROUTED CMU PIER PER PLAN ADDITIONAL INFORMATION "? ?•, ¢;-%` ` -C'yt? S,,'; l I„' :, <:- . „ 3 CONCRETE SLAB WITH 6X6 a - COMPACTED GRANULAR �`,tz `-5•-r )-- ,r_ ° a`_- -. :z = -=,'' ==` = co 3 CONCRETE SLAB WITH 6X6 W _ 10" a a�a , ar ��Y• z arJ SOLID GROUTED CMU PIER PER PLAN W1.4/1.4WIRE REINFORCEMENT p o W1.4/1.4WIRE REINFORCEMENT FILL AROUND PIER 3 N PLACED 1" BELOW TOP OF SLAB a $ .R-.. �« r - B tn- „ #4 REBAR DOWEL 2 CLEAR PLACED 1' BELOW TOP OF SLAB #4 DOWEL 2 CLEAR FROM (t ,1, x 1 Lf S fs` _ r#4 DOWEL 2 CLEAR FROM Z O EACH CORNER OF PIER c , `. FROM EACH CORNER OF PIER FOUNDATION DRAINAGE P_� s �� �, EACH CORNER 6 MIL MINIMUM POLYETHYLENE , 6 MIL MINIMUM POLYETHYLENE FOOTING REINFORCEMENT BY OTHERS NOT SHOWN - O a a '° ( ) io _ VAPOR BARRIER „ , ) :1 PER SCHEDULE 3 PLACE �.,'•, w ° . a °° °� -�-�t. �_ -�t �...f: _? ': _4 SHEET NUMBER: m FOOTING FOR PIER PER PLAN ° FROM BOTTOM AND SIDES : ? ` z`' - °° .�_—. 4 ;�`�;h-�,'t).4�).4, n;�-,^P'4f�'_',?�icL/i:i, �'�;�Zt2� �•<..,tJ,. ;`S�-_7- �'��.�7',-s.. d (4)#4 REBAR SHORT I ° .d �� ° d d 6 BED OF GRAVEL OR DIRECTION EQUALLY SPACED ° (3)#4 BOTTOM CONTINUOUS °. °. CRUSHED STONE ° _ ` �` _—_ d I a — � � _ d,�I I I-1 ° aS-200 LAP 2'-0". PLACE 3"CLEAR FROM #4 REBAR PLACED 3 CLEAR ° -----� _ a- 4 1=1 I 1=1 I I—I I, ,I_� I�- ' BOTTOM AND SIDES ° . . I—III=I I(— FROM BOTTOM AND SIDES -------I==�=— �� --� WALL FOOTING - I=I 1=�` =k '``: G== ---�--z----- ___� "= - I I II I� —_—__ — " I I., I=1 I—I -I I- I =III—I I a III-III-III - I- °d _ (FOOTING REINFORCEMENT III= a . - I-PER FOOTING SCHEDULE —I 11=111=111=11 I. — _ °. (REINFORCEMENT 1=I =III= - __ _ _ - : --= I,=BOTTOM OF FOOTING TO I I=I =1 - I ==1 _ DRAWINGLIST. ARCHITECT: PROJECT ARCHITECT L 91 I- _J V N, U 3 E - SHEET NO141011 BE 12�� . SHEET NAME ®AMERON ARCHITECTURE PLLC GENERAL INFORMATION 45 MAIN STREET, SUITE 624 BROOKLYN, NY 11201 T-100.00 TITLE SHEET Ph: 347.689.4907 PROPERTY LINE GENERAL NOTES: T-101.00 SURVEY Contact: Christopher Dameron SETBACK; SEE SURVEY EN-100.00 ENERGY COMPLIANCE/ RES CHECK 1. Scope of Work: The complete scope of work is as shown in this set of drawings. EN-101.00 ENERGY COMPLIANCE/ RES CHECK CONSULTANTS: Work done outside of the scope outlined in these drawings shall not be the G-100.00 SCHEDULE - WINDOWS responsibility of the Architect or the Architect's design team. G-101.00 SCHEDULE - DOORS G-1 2. All work shall conform to the requirements of local agencies, Fire Department Rules G-102.00 SCHEDULE - MATERIALS AND FINISHES G-1 SCHEDULE - LIGHTING and Regulations, utility company requirements, and the best trade practices. G-1 3. Before commencing work, the contractor shall file all required insurance certificates 04.00 SCHEDULE - PLUMBING, FIXTURE AND FITTINGS G-1 SCHEDULE -APPLIANCE A _ ❑ with the local agencies, obtain all required permits, and pay all fees required by the governing agencies. J mARCHITECTURAL DRAWINGS ,- 4. Minor details not usually shown or specified, but required for proper construction of = any part of the work shall be included as if they were indicated in the drawings. A-010.00 SITE PLAN - D 5. The contractor shall coordinate all work procedures with the stipulations of local D-100.00 SELECTIVE REMOVAL PLAN `m authorities, building management or board of directors. A-100.00 PLAN - BASEMENT AND FOUNDATION PLAN 6. The contractor shall be responsible for the protection of all conditions and materials A-101.00 PLAN - FIRST FLOOR within the proposed construction area. The contractor shall design and install A-102.00 PLAN - SECOND FLOOR AND ROOF J SEE SHEET: adequate shoring and bracing for all structural or removal tasks. The contractor A-103.00 PLAN - ROOF PLAN T-101.00-SURVEY AND SITE PLAN shall have sole responsibility for any damage or injuries caused- by or during the A-110.00 RCP, POWER AND MECHANICAL PLANS execution of the work. A-200.00 ELEVATIONS 7. The contractor shall layout his own work, and shall provide all dimensions required A-201.00 ELEVATIONS for other trades: plumbing, mechanical, electrical, etc. The contractor shall verify all A-210.00 SECTIONS N site dimensions and conditions shown on the drawings before commencement of A-300.00 ASSEMBLIES AND DETAILS O1 PLOT PLAN work and inform the architect if there are discrepancies. A-500.00 ENLARGED PLANS AND ELEVATIONS 1 SCALE: NOT TO SCALE 8. Plumbing work shall be performed by persons licensed in their trades, who shall A-501.00 ENLARGED PLANS AND ELEVATIONS arrange for and obtain through local agencies all required permits, inspections and A-502.00 ENLARGED PLANS AND ELEVATIONS required sign-offs. A-503.00 ENLARGED PLANS AND ELEVATIONS 9. Electrical work shall be performed by persons licensed in their trades, who shall A-600.00 WINDOW TYPES arrange for and obtain through the Bureau of Electrical Control all required permits, A-601.00 DOOR TYPES BUILDING INFORMATION: inspections and required sign-offs. A-610.00 DOOR AND WINDOW DETAILS 10. The contractor shall do all cutting, patching, repairing as required to perform all of ADDRESS: 302 BELL HILL AVE the work indicated on the drawings, and all other work that may be required to STRUCTURAL DRAWINGS FISHERS ISLAND, NY 06390 complete the job. 11. All piping and wiring shall be removed to a point of concealment and shall be S-000.00 STRUCTURAL SPECIFICATIONS properly capped or pluggedS-100.00 FIRST FLOOR FRAMING AND STRUCTURAL FOUNDATION PLAN . JURISDICTION: TOWN OF SOUTHOLD NY, SUFFOLK S-101.00 SUN SHADE FRAMING PLAN COUNTY, 2020 EDITION OF NEW YORK 12. Alterations shall not require the relocation of any utility, piping or conduit serving STATE BUILDING CODE another apartment. S-102.00 ROOF FRAMING PLAN S-200.00 STRUCTURAL DETAILS; SHEET A TAX LOT: 1000-009-3-5 Plans and premises to be checked by Contractor before work is started. All errors or ZONING: R-80 omissions to be reported to the Architect. REQUIRED POSSIBLE INSPECTIONS AS PER SUFFOLK COUNTY DOB: STORIES: 2 STORY EXISTING HOUSE YEAR BUILT: 1961 No work is to start unless Contractor/s obtains "Permits to Build" from local building ❑ FOOTING REINFORCEMENT OR PIER EXCAVATION PRIOR TO POUR; LOT AREA: +/- 56,495 SF OR +/- 1.3 ACRES department. Upon completion, Contractor is to obtain a Certificate of Completion and ❑ FOOTING KEYWAY WITH FOUNDATION WALL REINFORCEMENT; CLIMATE ZONE: 4A any other approvals that may be required. Contractor to be responsible for providing ❑ FOUNDATION BEFORE BACKFILL;any and all forms relating to construction. El FOUNDATION DAMP PROOFING; ❑ FRAMING, TIE DOWN/STRAPPING AND PLUMBING; Contractors are to verify and check all dimensions and conditions on the job before ❑ UNDERGROUND PLUMBING; starting any work. Contractor is to report any discrepancies to Architect/Engineer. ❑ PERIMETER INSULATION; Architect/Engineer is not retained to supervise or obtain forms. Plans are subject to ❑ ROUGH ELECTRIC; SCOPE OF WORK: approval by all city/governmental agencies having jurisdiction over said work. ❑ INSULATION AND CAULKING; Certificate of completion to be applied for and obtained by Contractor at completion of ❑ SOLID FUEL-BURNING HEATING APPLIANCES, CHIMNEYS, FLUES OR GAS VENTS; work. ❑ ENERGY CODE COMPLIANCE; AND ARCHITECTURAL ❑ A FINAL INSPECTION AFTER ALL WORK AUTHORIZED BY THE BUILDING PERMIT HAS RENOVATION AND ADDITION OF AN EXISTING TWO STOREY SINGLE BEEN COMPLETED. FAMILY RESIDENCE. RENOVATION OF EXISTING HOUSE TO INCLUDE: BUILDING LAWS & ORDINANCES: ZONING CALCULATIONS: NEW INSULATION, ROOF, WINDOWS AND DOORS, NEW All materials and construction shall conform to the requirements of all building and 280 Attachment 3, Per Town of Southold Bulk Schedule for Residential Districts EXTERIOR CLADDING, NEW DUCTLESS MECHANICAL SYSTEM. sanitary laws in force. The contractor is to be responsible for any violation of the RENOVATION OF EXISTING BATHROOMS; NO CHANGE IN same, and shall make all work acceptable to the Building Department. Certificate shall Zoning: R-80 FIXTURE LOCATION OR COUNT. be furnished showing the approval of all work done by this contractor. This includes approval of electrical work, plumbing work, construction work, etc. Zoning Calculations in Square Feet: Existing Lot Area 56,495 ADDITION TO INCLUDE: Existing House 1,870 ISSUE DESCRIPTION DATE ELECTRICWORK: New Addition 926 01 FILING AND CONSTRUCTION SET 07/01/2023 NEW 1,000 S1= SINGLE STORY ADDITION INCLUDING ONE FULL Existing House + Addition 2,796 AND ONE HALF BATH, NEW KITCHEN/ DINING AND BEDROOM. Unconditioned New Garage 502 Owner is to furnish electrical fixtures which are to be hung by Contractor. Ceiling, wall NEW TERRACE AND NEW UNCONDITIONED TWO-CAR GARAGE. and base outlets to be installed as directed by owner. Total number of same to be Existing Hardsca pa (to be removed) 450 agreed upon before starting the job and a unit price to be set by Contractor in the New Hardscape 795 PLUMBING contract for each additional outlet. Electric wiring and outlets to be in compliance with NEW FIXTURES AND FITTINGS IN EXISTING TWO BATHROOMS AND New Electrical Code. Layout of work shall be done by Contractor according to plan, Minimum requirements for 1-family detached dwellings EXISTING OUTDOOR SHOWER. ADDITION OF ONE HALF AND ONE FULL and approval by the owner. Contractor shall be responsible for any damage that may NEW BATHROOM. be sustained by the owner or others from incorrect location of work. Min. Allowable Actual PROJECT: ELECTRICAL EXAMINATION OF PREMISES: The Contractor shall carefully examine the premises KASITA RENOVATION AND feet , ADDITION before submitting this bid. No allowance will be made for lack of full knowledge of Lot size (square NEW ELECTRICAL POWER, LIGHTING AND DATA. NEW PANEL IN conditions. ( q ) 80000 56,495 (existing not to change) A ADDITION. NO CHANGE TO ELECTRICAL IN EXISTING PORTION OF Lot width (feet) 175 150 (existing not to change) ABELL HILL AVE, FISHERS ISLAND HOUSE. Lot depth (feet) 250 390 (existing not to change) 302 SOUTHOLD, NY Front yard (feet) 60 135.5 (existing not to change) SEPTIC SMOKE/CARBON MONOXIDE DETECTOR NOTES: Primary front yard (feet) 60 - CLIENT: NEW SEPTIC SYSTEM AND SITE WATER MANAGEMENT PLAN; SEE Side yard (feet) 20 34'-7" MIN.Secondary front yard (feet) 40 Tom and Peg Gaillard APPROVED SEPTIC PLAN. 1. Each dwelling unit shall be equipped with an approved type smoke detector Both side yards (feet) 45 79' MIN. SHEET TITLE: device receiving primary power from the building wiring with no switches in the Rear yards (feet) 75 204 circuit other than the over-current device protection the branch circuit, as per Sec Livable floor area 850 2,796 TITLE SHEET C 26-1705.3. Battery operated devices are permitted where there is no change in the use of the structure, and where the alteration cost is less than $150,000 and Maximum permitted dimensions: less than $15,000 per dwelling unit. Lot coverage (percent) 20% +/- 5% 2. Such smoke detectors must be installed within 15'-0" of the entrance to any Building height (feet) 35' <20' (existing not to change) SEAL&SIGNA ED ADATE: JULY 01,2023 sleeping room- wall or ceiling mounted as indicated, as per N.F.P.A. #74-1980. Number of stories 2'/ 2 (existing not to change) �'� �cic, 1 DRAWN BY: EVIA 3. Carbon Monoxide detectors must be installed within 15'-0" of the primary CHECKED BY: JCD bedroom door. T-100 .00 SOF 1 26 SHEET OF TEST HOLE DATA Drawing Copyright©2015 OBSERVED BY: PETE PARENT, P.E. DATE: 03/29/2023 15 Y2" 0"-14" TOPSOIL AVENUE 14„-72" FINE TO MEDIUM LOAMY SAND WITH COBBLES & TRACE SILT (SP) N �� J t- 72"-158" FINE SILTY SAND (SW) GRADE A '7 I z ISINFECTION NO WATER ENCOUNTERED 20" MANHOLE (TYP 20' MANHOLE (TYP 24" MANHOLE (TYP CYLINDER (OPTIONAL) Cn 4!* INLET PIPE I I Q 400 Capital Boulevard,Suite 301 CONCRETE COVER (TYP) SDR-35 O 1%(MIN) ,a L, Rocky Hill,CT 06067 EXPECTED SEASONAL HIGH GROUNDWATER BELOW ELEVATION 6 _ I 860-885-10551 Hill,C 06067 nies.com Tr---rr--IT--- , SOIL CLASSIFICATIONS. 11 00 - _ _ __ _ 20 _ __ _ _ S PLAN Taw NY Certificate of Authorization#0015021 PIC - PLYMOUTH LOAMY COARSE SAND 8-15% SLOPES 1_1 " NEXT GALLEY WEST STREET � w On 13/ ®®® ®®® , 1 1Y2" HAY I fA SEPTIC SYSTEM UPGRADE FOR 6 BEDROOMS I ® ®®®®®® I I N " � ®®® ®®®® 9-1/2" HARBOR PROVIDE 2 L.F. 4 C.I. PIPE BETWEEN HOUSE AND CLEAN-OUT. S1 P LOCATE CLEAN-OUT 2' FROM FOIJNDATION WALL. - s'-D" I I ®®®7®,®® ( I 3"� 14- PROVIDE FUJI CLEAN WASTEWATER TREATMENT SYSTEM MODEL CEN 7 s'-1" 4'_11. 4._11» ° (700 GPD CAPACITY - MAXIMUM 6 BEDROOMS) 1Y2" PROVIDE TWO ROWS OF FOUR 30"' CONCRETE GALLERIES '" 8'-0" (8 GALLERIES AT 51 SF PER UNIT PROVIDE 408 SF OF SIDEWALL AREA) VCOARSE SAND-GRAVEL (SW) Z DISTRIBUTION BOX ti WASTEWATER TREATMENT SYSTEM SHALL VENT THROUGH THE SEWER PIPE. A HOUSE Fq TRAP SHALL NOT BE INSTALLED UPSTREAM OF UNIT, NO ADDITIONAL VENTING IS CONCRETE NOT TO SCALE �/UC7F REQUIRED LEACHING GALLEY NOTE: PROVIDE END CAP LEVELING DEVICES As REctuIREo INVERT ELEVATIONS- 4' x 8' x 30" GROUNDWATER P � �. SITE DEVELOPMENT PLAN OUTLET AT HOUSE - 13.00 (VIF) NOT TO SCALE PREPARED FOR TANK INLET - 12.67 FUJI CLEAN CEN-7 NOTES: TANK OUTLET - 12.50 NOT TO SCALE 1. BASIS OF DESIGN IS 30" GALLERY AS MANUFACTURED TOM & PEG GAILLARD DISTRIBUTION BOX INLET - 12.38 BY JOLLEY PRECAST, DANIELSON. CT. DISTRIBUTION BOX OUTLET - 12.30 NOTE: RISER COVERS SHALL WEIGH AT LEAST 60 LBS, OR HEALTH CODE 302 BELL HILL ROAD LEACHING GALLERY INLETS - 12.20 APPROVED SECONDARY SAFETY DEVICES SHALL BE PROVIDED 2. 4' X 8' X 30" UNITS PROVIDE 51 SF OF SIDEWALL AREA PER UNIT. FISHERS ISLAND, NY ��� m � 1i�1 bo in � � ' ,---- ,------MSOEAE-MN ® ---� FUJIMAC 100 RII LOCATION MAP SCALE 1 =400' 5 _ I ------ BLOWER I DRAINAGE CALCULATIONS � , .�.�" � � , '� � ; 2Q ---Q ALARM gym: 20 AMP ----I ' MAP REFERENCE PROPOSED ROOF AREA = 2,640 :SF '--- Calf (GI,I) 852-5754j, 48 hours in LOAM, SEED & STABILIZE ALL FUJI NEMA 4XN 1. "PLAN OF MINOR SUBDIVISION SHOWING PARCELS TO BE CONVEYED TO MARIE LEE REQUIRED = 2,640 SFX 2 IN/12 IN/FT = 440 CF DISTURBED AREAS (TV) CONTROL PANEL GAILLARD, JOHN PLANTEN GAILLARD AND WILLIAM D. GAILLARD JR. AT FISHERS DRY WELLS n viancet to �'chcd l�a !nspcic ion(s), MAIN PANEL ISLAND NEW YORK, BY CHANDLER PALMER AND KING, NORWICH, CONNECTICUT", �� '' DATED OCTOBER 2, 2013, SCALE: 1"=40' 440 CF / 50.26 CF/VF = 8.75 VF REQUIRED I APPROXIMATE LIMITS RETAIN EXISTING DRY WELL & PROVIDE USE ONE 1 OF DISTURBANCE ( ) +20,300 SF WIRING SCHEMATIC 2• "SKETCH MAP PREPARED FOR:THOMAS GAILLARD 302 BELL HILL AVENUE, FISHERS 8'0 X 8 DEEP DRY WELL \ \ ISLAND, NY. DATE: 02-01-2021, SCALE: 1'=40. PROJECT. 068446.000, BY CHA NOT TO SCALE CONSULTING. FEMA FLOOD ZONE LINES N/F PER FIRMETTE NO. 36103CO019H PETER GAILLARD EXISTING ROOF DRAIN DRY WELL TO REMAIN 14.20' MON. SINGLE FAMILY RESIDENCE NOTES / FLOODZONE VE (EL. 12) (FOUND) ___-----FLOOD 2 STORY, 5 BEDROOM MUNICIPAL_ WATER SERVICE 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. of NEIN Design Professional's Certification Required. \ SINGLE FAMILY RESIDENCE TO REMAIN ON SITE SEPTIC S"STEM ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE � M, p y0 BOTTOM OF BAND c� CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. �R Tq Submit P.E. or R.A. Certification For LIMITS OF 390.00' m TIDAL WETLANDS ` 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS ACTING The Installation and Construction of the Sewage Disposal System -- ` \ \ I UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY w g p Y SRUSH \N \ \ 04.2a `S 8 WAY. \ \ 0�3; " E " o Z Use Form WWM-073 I ^�'- \ \ \� \ cv 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S SIGNATURE AND N FLOATING I ` f �� r -F \ \\ AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. 10 09953 DOCK � I � ' I � / �>�\ � �rqoF ESS10 NPS' Abandonment of the existing sanitary system must be in RAMP � 0` I ` d' � � ),I OWER- \ \ \ -�'r \ I.KOD 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY LEA(- N G ^78 \ o � ---_\ 22" conformanc (FOUND) TRIANGULATION STATION "PROS" e with the Departments requirements. /� �n, 1Pgs� 4-- \ 1 \\ - SYCAALIO�,E R IS A VIOLATION OF LAW FOR ANY PERSON.UNLESS THEY ARE Submit completed form 1/V1/UM-g80 as roof �,�1 �!\ �v '. ` EF\ �l `\ \�1 /1 �� 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, TAX MAP 1000, SECTION 009, ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL p p .-C / 1\h\ S T6N E a W',;?. 1 /i B R BLOCK 3, LOT 5. ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND / G . 4,a ( ' \ I \IIf Y" SURVEYOR To ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE Oft./ - Li.3.O� �I AL��\ ��--' "�=_`�'- "=� I I N I C STAMP OF A LICENSED PROFESSIONAL IS ALTERED.THE ALTETtING DOCK / I fs` ' t C ' �� v �` \ '''a ' < ' PROVIDE 6" SDR 35 . 6. TOTAL AREA = 1.3 t ACRES 56,4951 SF ENGINEER,ARCHITECT,LANDSCAPE ARCHITECT OR LAND ��` \ '\ '--_..^� \ 5(� ( ) SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE II eiq 1 WOVEN WIRE FENCE MIN. 14 °�� 1'/ALK- J \ \ , , ,e�\\\ ROOF DRAIN OUTLET r NOTATION"ALTEREDSUCH BY*ER FOLLOWED BY THEIR SIGNATURE.THE N ( `� \ PROPOSED ( Il; t'`'; SI=TBRCK 7. SITE IS LOCATED IN ZONING DISTRICT R-80. DATE of SUCH ALA�E�MIEDRA7105PECIFIc DESCRIPTION GAUGE W'/ MAX. 6" MESH APPROXIMATE I I � I' 1 STORY -® 0.596 MIN. ELECTRICALOF SPACING) HIGH WATE=R 7I �� v � I / FF ' �! DRY GARAGE � � \ '2g PROVIDE POLYETHYLENE WATER SERVICE SPLICE BOX 8. VERTICAL DATUM NAVD88 I �4 l�4 N \ � � �/ '�• 7- \ \ \ �-�, FF=18.5 k -�-_.--__ COORDINATE WITH FISHERS ISLAND WATER COMPANY AND ELECTRICAL_ 10' MAX I 1 \ \ \ / J \ J AS REQUIRED TYP ('EN \ ` \PROVIDE 18 MIN. , ( ) TER TO CENTER 36" MIN. LENGTH = 4(' `\� 1 ' OVERHANG \ �; HOUSE \ 1 \ i� W METER FENCE POSTS I I�,\1 \ \ ' }„m \ VERTICAL SEPARATION / d`� - -s II " \ ' ' ,.,c,-- I � . �* �AT WATER AND DRAIN ��_ W DRIVEN MIN. 16 I INTO GROUND PROVIDE & MAINTAIN A CONTINUOUS LINE OF �\ \ -'` \ \ LI. ! L;\CROSSING (TYP) SILT FENCE THROUGHOUT CONSTRUCTION /p" '' = Z) II (TYP, SEE DETAIL) \TRIP j TW=+18.0 _ _ PROPOSE \ %^T�RSI ��Y` '� -' �_=�_w ❑ �. BW +17.5. 1 STORY __ L. , TRE_EI\ / 1 BEDROOM \ G RAVE I PROVIDE RETAINING WALL (TYP) ADDITION HEIGHT 1\ \�` \ \ r FF+18.87 TWa±18.0a , � L) 2�.. /\ OF FILTER \ \� �LE� CH�,.I• I �� - BW +17.5 / , RECONSTRUCT EXISTING Q 16 MIN. UL . 11 / b GRAVEL DRIVEWAY & \/\ \ f ) \ TW-±18.0 '�i 'PROVIDE CONCRETE o ¢ PARKING AREA AS LEGEND \ \\j\✓\\j\/\/\ ���'o ) I ( J \ \ \ \ BW-±16.0 '" 15 iD REQUIRED (TYP) (FOUND) --_...I \ 1 \` \�\ 5' MIN WASHOUT PIT ya \ >. :� \ n ___ j r N PROPERTY LINE / / �. t _ (SEE DETAIL) 0 �p 6 MIN. t �� �:,� / �� I r I --, - _ _ PROVIDE-- J F EXISTING SEPTIC SYSTEM TO BE Ir '� ABUTTERS LINE -- \` MERE5TONE EDGE OF GRAVEL -------- PUMPED AND FILLED W/SAND �` TY 4,.� w 14I` 8'� X 6' DRY WELL J ----------- PERSPECTIVE VIEW PROVIDE FORM WWM-080 �'- I\ , v �Y FOR ROOF RUNOFF (FouN�J- EXISTING CONTOUR --- 20 --- (� J TRYLL�iJ�[ 35,. (TYP. SEE DETAIL) PROPOSED CONTOUR 20 COASTAL EROSION HAZARD LINE ( TINS±1g,0 S 04*58'28" gni STONE WALL WOVEN WIRE FENCE (MIN. 14 I PER COASTAL EROSION HAZARD \� ' I \� N/F BW=±16.0 5.42' TREE LINE 1/2 GAUGE W/ MAX. i5 MESH AREA MAP NO. 48 OF 49 - THOMAS PATTERSOI r REMOVE & RESET/RELOCATE I MON NOW OR FORMERLY N/F SPACING) WITH FILTER CLOTH Z jS" EXISTING SHED AS REQUIRED � 40" � � ' BOUNDARY POINT ��A �E SINGLE FAMILY RESIDENCE 36" MIN. FENCE POST o ASH 50� EXPANSION AREA � MERESTONE N PROVIDE FUJI CEN-7 WASTEWATER MUNICIPAL WATER SERVICE UNDISTURBED ON SITE SEPTIC SYSTEM (TYP) WATER VALVE pQ FLOW TREATMENT SYSTEM (SEE DETAIL)I GROUND PROVIDE SYSTEM CONTROLS & ALARM Li \ \ PROVIDE �4" SCH 40 PVC AIR LINE TO BLOWER MOUNTED TO BUILDING EXTERIOR MERE5TONF I (�'� STRAW BALE BINDER \�\ z = INSTALL PER MANUFACTURERS RECOMMENDATIONS .-�FLOODZONE AF_ (EL. 11) PROVIDE WEATHER PROOF ENCLOSURES (FOUN0) �V PLASTIC LINING WIRE COMPACTED SOIL \j\\ AS REQUIRED (TYP) NATIVE MATERIAL No. Submittal/Revision App'd. By Date c� EMBED FILTER CLOTH \\��\\�\\�\\� o (ALL COMPONENTS TO BE HARD WIRED) (OPTIONAL) � " \/ PROVIDE DISTRIBUTION BOX SEE DETAIL 30 15 0 30 o A MIN. OF 6 IN GROUND ( ) PROVIDE FUJIMAC 100RII BLOWERB-131 SCDHS COMMENTS PMP 07/11/2023 \ \ GRAPHIC SCALE IN FEET CONCRETE PAD IN VENTED WOOD ON WOOD OR NOT TO SCALE SECTION B- PROVIDE TWO ROWS OF FOUR I METAL STAKES 14- CONCRETE LEACHING GALLERIES INSTALL PER MANUFACTURER'S `° SECTION VIEW (TYP, SEE DETAIL) RECOMMENDATIONS I (2 PER BALE) 00 �.. 0 CONSTRUCTION SPECIFICATIONS _ w B LN � 10' MIN.- )('(I B = 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH U)I WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE DRAIN LINE o OR HARDWOOD. Cn 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH PROPOSED ROOF LEADER FUJ (CLEAN I/A O V 1��TS VARIES j(1 TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE RESIDENCE (�I N Q WOVEN WIRE, 6" MAXIMUM MESH OPENING. II 0N - 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY s" PVC WYE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH PIPE BEDDING OVERFLOW in SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED PERMIT FOR APPROVAL OF CONSTRUCTION FOR A of EQUIVALENT. s» PVN Our PLASTIC BALE Z TO LENGTH MIN. 6" SOIL COVER a, FILTER FABRIC g OVER DRYWELL SINGLE FAMILY RESIDENCE ONLY LINING PLAN (TYP) 0 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVEDx CONCRETE COVER NOT TO SCALE o EQUIVALENT. 1 NP Do 0 FILTER FABRIC 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SAND CONCRETE WASHOUT PIT REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. NOTES: WATER UNE 90'BEND m O OO D DATE 7 2$/2023 H.S. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL j s" SDR 35 PVC ,o 0 0 0 o O 1 f R R-23-0698 N0. CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING Designed By: Drawn By: Checked By: j SILT FENCE SLOPE AS REQUIRED a m OO O OO O APPROVED 50 GALLONS/PUMP, P= PUMPS MUST BE LUS ACCORDINGLY MIN. 1N FREEBOARD). NS/TRUCK, PMP ZBC/PMP 1" STONE OR m o 0 o O , 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM Issue Date: Project No: Scale: Z WATER LINE SCREENED GRAVEL FOR MAXIMUM OF 6 BEDROOMS PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 04/17/2023 081646 1"= 30' TRENCH 1' 8' 1' EXPIRES THREE YEARS FROM DATE OF APPROVAL 75% OF ITS CAPACITY. w STORMWATER DRYWELL DETAIL to' 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT Drawing No.: o DRAIN LINE CROSSING WATER LINE NOT TO SCALE A OF WASH WATER. NOT TO SCALE SHEET 1