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46368-Z
TOWN OF SOUTHOLD BUILDING DEPARTMENT 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 #: 46368 Date: 6/4/2021 Permission is hereby granted to: de Lannov. Andrew Garden 11530 .v..�.__.. _._ _wn.. ._ ._.... . To: demolish existing structure and construct single-family dwelling as applied for per SCHD approval. At premises located at: 7217 Great Peconic ay Blvd, Laurel SCTM #473889 Sec/Block/Lot# ..._.._w... . �...126 .- - Pursuant to application dated 8/31/2020 and approved by the Building Inspector. To expire on 12/4/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION _ $1,414 _.. .80 CO-NEW DWELLING $50.00 DEMOLITION $100.00 Total: $1,564.80 uil ing Inspector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL - Board of Health -Yes "' SOUTHOLD,NY 11971 4 sets ol'Building Plans Yes TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Fo�-ye's.......... .............. Septic N.Y.S.D.E.C. ...... . ...... "trustees C.O.Application ye Flood Permit_ ...... Examined 20 Single&Separatc Truss Identification Form Yes Storm-Water Assessment Form-Yes--- Approved_ 20 C� C.'ontact: Mail to: -Andr de La rimy„. Disapproved a/c_,._._.-------__ ---------- 5 Maple, Garden City, NY 11530 1 1........... ............. Phone: 516.695.4001 ........... Expiration r3 ilcl' uspector us APPLICATION FOR BUILDING PERMIT AUG 3 2020 Date,—,,-,Aug 20 20 INSTRUCTIONS Jlfws a'p'P`lic`oCipn MIDST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets 4.111's,accurate'plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on prernises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval ofthis application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available fbr inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of isstuince or has not been completed within 18 months from such date.If no zoning arnendments or other MgUlatiOnS atTesting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafler,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of Building Pen-nit pursuant to the Building Zone Ordinance ofthe'rown of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code id re ulations,andto admit authorized inspectors on premises and in building for necessary inspections. (Signature appli t or name,if corporation) Street, Gard q(jNIA-f,Ci N.Y-J11530 A.............. (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder .Applicant is the owner ............_----- ------ ........__.. ................. Name ofowner ofpremises Andrew and Barbara de Lannoy (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. TBD - In Selection,on Process ......... ........................ ”" Plumbers License No. TBD-In Selection Process Electricians License No.TBD-..1n I ........... Other Trade's License No,TBD- In Selection Process 1. Location of land on which proposed work will be done: 7217 Great Peconic B Boulevard, Laurel, New York 11948 .................................................................................................I..................... ----------------------------------------- House Number Street Hanilet County'raxMap No. 1000 Section 126.00 Block 10.00 Lot 1.006 Subdivision._. ............. ...,.,,—Filed Map No._,,.,.,-. Lot. ............. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy..Vacant Land ............... b. Intended use and occupancy Single Family Residential Home 3. Nature of work(check which applicable):New Building-.X, .............__Addition Alteration-, Repair, ...-Removal. I7emalition — Other Wark ----- 4. Estimated cost Est. $600,000 Fee (Description) ------——-- ---- (To be paid on filing this application) 5. If dwelling,number of dwelling units -Number of dwelling units on each floor,,,,-. If garage, number of cars N/A 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use, 7. Dimensions of existing structures,if any:Front. Rear .................Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 88' Rear 88' Depth 68' Height 21.5' —Number of Stories 1 9. Size of lot:Front 147.65' heat- 223.44' —Depth 464.28' 10.Date of Purchase November 26,2019 Name of Former Owner7217 Great Peconic Bay Blvd Carp.. 11.Zone or use district in which premises are situated R-80 12.Does proposed construction violate any zoning law,ordinance or regulation?YES---...NO- X 13.Will lot be re-graded?YES_ NO..,.,,X....Will excess fill be removed ftom premises?YES NO X 14.Names of Owner of premises Andrew&Barbara de LannoAddresS5 Maple St.Garden City,Nj1hone No. (516)695-4001 Name of Architect Paul Rice Architect Address 45 Main St.Bro2ktyn,NY ITOWne No (718)254-9477 Name of Contractor TBD Address TBD Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES---. NO X---- IF YES,SOU HOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES.NO X IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES—NO X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY O1,Nh&Sa&L) Andrew D.de Lannoy being duly sworn,deposes and says that(s)he is the applicant of individual sigtiing contract)above named, (S)He is the A&� W , (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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of,,,, 2 W MATTHEW W ALLEN Notary Public State of New York -—-------- 7,4 5 -------------- Notary Public Qualified in Nassau County Ana ..e Of AppllCarit My Com,nisston Expire,Jan 20,2023 W Generated by REScheck-Web Software Compliance Certificate Project DeLannoy Residence Energy Code: 2018 IECC Location: Laurel, New York NO Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,560 ft2 1 Glazing Area 19% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7217 Peconic Bay Blvd. Andrew DeLannoy Paul Rice Laurel, New York 11948 5 Maple Street Paul Rice Architecture Garden City, New York 11530 45 Main Street (516) 695-4001 Studio 824 Brooklyn, New York 11201 Compliance: 8.7%Better Than Code Maximum UA: 629 Your UA: 574 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better ar Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estlmate of energy use or cost relative to a minimum-code home. Flat Ceiling: Flat Ceiling or Scissor Truss 1,604 49.0 0.0 0.026 42 Cathedral Ceilings: Cathedral Ceiling (no attic) 773 49.0 0.0 0.022 17 Ceiling: Structural Insulated Panels (SIPS) 231 41.0 0.026 6 Front Elevation:Structural Insulated Panels 895 21.0 0.051 34 Nantucket Door by Simpson -101D: Glass Door(over 50%glazing) 49 0.330 16 SHGC: 0.21 OVL2030- 111: Wood Frame 6 0.320 2 SHGC: 0.31 WDH28410- 1078:Wood Frame 14 0.290 4 SHGC: 0.28 WDH28410- 104A:Wood Frame 14 0.290 4 SHGC: 0.28 WDH28410- 103B:Wood Frame 14 0.290 4 SHGC: 0.28 WDH28410-103C:Wood Frame 14 0.290 4 SHGC: 0.28 WDH30510- 10113: Wood Frame 19 0.290 6 SHGC: 0.28 WDH30510-101C:Wood Frame 19 0.290 6 SHGC: 0.28 WDH30510-101E: Wood Frame 19 0.290 6 SHGC: 0.28 Project Title: D .--................M..........._ p eLannoy Residence Re ort date: 09/22/20 Data filename: Pagel of 3 f f f f f WDH30510-101F: Wood Frame 19 0.290 6 SHGC: 0.28 WDH28410- 110: Wood Frame 14 0.290 4 SHGC: 0.28 WDH28410- 10OA: Wood Frame 14 0.290 4 SHGC: 0.28 A281-1048: Wood Frame 6 0.320 2 SHGC: 0.31 A281-113A: Wood Frame 6 0.320 2 SHGC: 0.31 Rear Elevation: Structural Insulated Panels 895 21.0 0.051 33 FWG10080-4-101G: Glass Door(over 50%glazing) 81 0.300 24 SHGC: 0.29 WDH210410-116C: Wood Frame 15 0.290 4 SHGC: 0.28 WDH28410-109: Wood Frame 14 0.290 4 SHGC: 0.28 Custom Bi-Fold: Wood Frame 17 0.320 5 SHGC: 0.31 Custom Bi-Fold:Wood Frame 17 0.320 5 SHGC: 0.31 WDH30510- 101): Wood Frame 19 0,290 6 SHGC: 0,28 WDH30510- 1011-1:Wood Frame 19 0.290 6 SHGC: 0.28 WDH28410-103D: Wood Frame 14 0.290 4 SHGC: 0.28 WDH210410-105C: Wood Frame 15 0.290 4 SHGC: 0.28 WDH210410-105A: Wood Frame 15 0.290 4 SHGC: 0.28 A281: Wood Frame 6 0.320 2 SHGC: 0.31 A281: Wood Frame 6 0.320 2 SHGC: 0.31 Right Side Elevations: Structural Insulated Panels 995 21.0 0.051 42 Nantucket Door by Simpson-10OB: Glass Door(over 50%glazing) 23 0.330 8 SHGC: 0.21 Nantucket Door by Simpson-104D: Glass Door(over 50%glazing) 23 0.330 8 SHGC: 0.21 WDH28410- 112: Wood Frame 14 0.290 4 SHGC: 0.28 WDH210410-1138: Wood Frame 15 0.290 4 SHGC: 0.28 A281- 114:Wood Frame 6 0.320 2 SHGC: 0.31 WDH210410-115: Wood Frame 15 0.290 4 SHGC: 0.28 A281-118:Wood Frame 6 0.320 2 SHGC: 0.31 WDH210410-116E:Wood Frame 15 0.290 4 SHGC: 0.28 WDH210410-104C:Wood Frame 15 0.290 4 SHGC: 0.28 WDH210410-105E:Wood Frame 15 0,290 4 SHGC: 0.28 µ Project Title: DeLannoy Residence _..........._._.w . .w Report date: 09/22/20 Data filename: Page 2 of 3 ® ® m e WDH210410- 105D:Wood Frame 15 0.290 4 SHGC: 0.28 Left Side Elevations: Structural Insulated Panels 1,176 21.0 0.051 53 Nantucket Door by Simpson- 119C: Glass Door(over 50%glazing) 23 0.330 8 SHGC: 0.21 A281-2- 106A: Wood Frame 11 0.320 3 SHGC: 0.31 CW13- 107A: Wood Frame 7 0.320 2 SHGC: 0.31 WDH28410-103A: Wood Frame 14 0.290 4 SHGC: 0.28 WDH30510-101A: Wood Frame 19 0.290 6 SHGC: 0.28 WDH210410-1168: Wood Frame 15 0.290 4 SHGC: 0.28 WDH210410- 116A: Wood Frame 15 0.290 4 SHGC: 0.28 WDH28410- 119A: Wood Frame 14 0.290 4 SHGC: 0.28 WDH28410-1198: Wood Frame 14 0.290 4 SHGC: 0.28 Floor:All-Wood Joist/Truss 2,560 19.0 0.0 0.047 120 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 �_ Y Inspection Checklist. RES� ck Version : REScheck Webb and to complywith the ma da �,r �.a ments list 4� ed in the REScheck Naas anctaras� Name-Title Sign ure __,........_.M...._.n........_.............._ __,. w --------- Project -______Project Title: DeLannoy Residence Report date: 09/22/20 Data filename: Page 3 of 3 ss Town Hall Annex XTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 o P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE C STRN CTI N PRE-ENCI 'SEERE WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION. Date: August 31, 2020 Owner: Andrew and Barbara de Lannon Laurel .. York 11948 Location of Property: X21 7 Pecon�c Bay Blvd., New Please take notice that the (check applicable line): Yes New commercial or residential structure w„ Addition to existing commercial or residential structure .wvw _ Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Yes Truss type construction (TT) ,......_. ww Pre-engineered wood construction (PW) m.................._....._.. Timber construction (TC) in the following location(s) (check applicable line): �...OQM.. Floor framing, including girders and beams (F) Ysm..._..... .... Roof framing (R) Floor and r f framing (FR) Signature: _ ...._........._ .... ...... ._ _..............._ Name (person submitti thi rm) .__ Capacity (check applicable line): Yes Owner Owner representative TrussReg15.docx Effective 1/1/2015 BARBARA deLANNOY 0 1,CLEVAnONS ARE RtrERENCED TO UNVD Xa DATum EASNINI2 LLEVAjIONS ARE SHOWN Vkus!5-QS 2,MINIMUM SEP'RD IANK rAPAUT(FOR A 5 NI HOUSE IS 1,500 GALLONS. ,A I TANK;8'DA.,5,IrmirvE MATH HNRI A "tsymm ION A I HEDII..HOUSE IS 400 q H SILIDKAU AHEA, -1,0,Y 2D"IN a.CIIDA.,6'DEEP p IDOL -0 Tp U cUS" C/tF PROP05CD 0'GIA..0'DEEP LEACHING POOL, ,A.S--AEITID INI 0 c 19E WEIt% ELI.WN HEREON ART Mm FIELD lals"all= A OUTANED cl,cl 4.THIS N—ERTY IS SHOWN AS LOT'2 "QM DEL ACRES' - 'HER SHBI"Y"'N NAP"I'A" IN o HILAMNING BOARD ON ll..IPY 7,1111 -z APPROVED BY THE TOWN ED ED NO AUCUST 8�2007) (LEST HOLE DUG By ON TEST HOLE ISO BROWN SILTY SAND SHA - 2.5' ooA,l-,vol ;Ll & I'll,, Ib PALE BROWN FINE SAND SP LHIM(ES1 EXPEW0.ECTP0 GROUND WMt 1.4O01--limQ9441 EsT wELL P, 1,20.00z EL.4f 4 60 0 _WATER IN PALE BROWN FINE SAND SP COMMENTS: WAIER ENCOUNTRED 15.9'BELOW SURFACE. ik ",cc 4'r n AI AN, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4t, PERMIT FOR APPROVAL OF CONSTRUcrm FOR A SINGLE FAMILY REsr)nC 5 0 N LY Dl o ,RI`D ,�Arl DATrjdLJ) t�t !-i-G 14 L FOR MAXIMUM OF 11.1 2=X,L1'Js` EXPIRES THREE YEARS FROM DATEOFAPPROVAL. P\ "U, nlrirarowA`r „1 Revised Plan Alpiwoved '..Ed F 0 PREPARED IN ACCURTANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS AND ADOPTED L,I,A,L,, AND PPROVID Al�.AIEITIS FOR SUCH USE By ?"Y� ATE LAND J It TITLE ASSQCLATfOF 10-0 ED41P- ;r Nov e, X� EM DETAIL h ........ IP— P,L, DDI is TL T, TO IHIS SURVEY FSIA VWwT IM I N OF yrvI�ES��'CFION 7209 HE NEIN YORK SIME rNathan Taf t Corwin EDUCADON LAW” L CEpjE5 OF TLUS EUkV`Y RAP N91L READING Land Surveyor 7 FY THE LAND SURVEYOR'S INKED SEA ?R rMFLoESED SEAL SHALL NET M C SIDERED TO BE A VALID LRUE COPY� I Q BUFF. FFICF or SION 00, 01JO, CpO� On ,<J�S 4 'o ol, col ab "If 17- I P Z. rEST LE ?0HO 9 351, 6�r N Ci CA, NO q bl) DRIVFWA ir 0t I?ISO tJ a waw AP Cal If If, RtqESNAY 0/1' r 1 DELAN NOY RESIDENCE '7217 Peconic Bay Blvd ARCHITECTURAL ABBREVIATIONS LEGEND D PE LANN OY E%E E�Q") 0 D Et H C" m" LAUREL, NY 11948 ABBR IDESCRIPTION IAB13R IDESCRIPTION IAIBBIR IDESCRIPTION 7 217 PECO NIC BAY BLVD3 AC AIR CONDITIONING F.O. FACE OF R RISER —tq ACT ACOUSTIC CEILING TILE FS FINISH SLAB R= RADIUS EQUALS LAUREL, NY 11948 ADJ ADJACENT FT FOOT;FEET RA RETURN AIR AFF ABOVE FINISHED FLOOR GA GAUGE RAD RADIUS;RADIATOR 61-111 APPROX APPROXIMATELY GALV GALVANIZED RB RUBBER BASE ARCHITECTURAL SYMBOLS LEGEND SHEET INDEX ARCH ARCHITECT;ARCHITECTURAL GC GENERAL CONTRACTOR RD,RND ROUND PaulRiceArchitecture 45 MAIN STREET @ AT GO GROUND REF REFER TO;REFERENCE ISYMBOL I DESCRIPTION STUDIO 1210 & AND GFI GROUND FAULT INTERRUPTER REFRIG REFRIGERATOR NO TITLE BROOKLYN NY 11201 ROOM T-001.00 PROJECT&SITE INFORMATION TEL 718 254 9477 BB BASEBOARD GL GLASS REG REGISTER NAMEFAX 718 254 9722 BD BOARD GWB GYPSUM WALL BOARD REINF REINFORCE ROOM TAG:NAME,NUMBER,&AREA T-002.00 PROJECT NOTES,WIN SCHEDULE BTW BETWEEN HD HAND;HEAD REQ'D REQUIRED SF T003.00 ADA DIAGRAM CONSULTANTS BLK BLOCK HDWR HARDWARE RES RESILIENT I— 1 EX'G CONSTRUCTION A-200.00 CONSTRUCTION PLAN B.O. BOTTOM OF HM HOLLOW METAL RET RETURN A-201.00 FOUNDATION PLAN BR BRIGHT HOA HEIGHT OVERALL REV REVEAL EX'G CONSTRUCTION TO BE REMOVED A-202.00 ROOF PLAN BOT BOTTOM HORIZ HORIZONTAL RM ROOM =7NEW CONSTA-300.00 ELEVATIONS CONSTRUCTION A-301.00 ELEVATIONS BEY BEYOND HT HEIGHT RO ROUGH OPENING NEW CONCRETE CONSTRUCTION A-400.00 FOUNDATION&CONNECTION DETAILS CAB CABINET HVAC HEATING,VENTILATION& SCHED SCHEDULE ----------- OVERHEAD CARP CARPET AIR CONDITIONING SEC SECTION CAT CATALOG INCL INCLUDED SIM SIMILAR -------------------------- HIDDEN BELOW CBB CEMENTITIOUS BACKER BOARD JT JOINT SLNT SEALANT —-— -—- CENTER LINE CEM CEMENT L LENGTH SOFF SOFFIT CFM CUBIC FEET PER MINUTE LACQ LACQUER SP STARTING POINT CHR CHROME LAM LAMINATED;LAMINATIONS SPEC'D SPECIFIED CL CENTERLINE LAV LAVATORY SQ SQUARE EX'G DOOR CLG CEILING LIN LINEAR SS STAINLESS STEEL CLR CLEAR LT LIGHT ST STRAIGHT COL COLUMN LOA LENGTH OVERALL STL STEEL COMB COMBINATION MANL MANUAL STOR STORAGE ° CONC CONCRETE MFR MANUFACTURER STRUCT STRUCTURE;STRUCTURAL NEW DOOR CONST CONSTRUCTION MARB MARBLE SUSP SUSPENDED 0 DETAIL REFERENCE: CONTR CONTRACTOR MAX MAXIMUM T TREAD A0.0 DISPLAYS DWG NO&SHEET NO THE PROPERTY IS LOCATED IN CP CENTER POINT MECH MECHANICAL TEL TELEPHONE CT CERAMIC TILE MID MIDDLE TEMP TEMPERED i R-80 ZONE RESIDENTIAL LOW DENSITY 2 ACRE D DEPTH;DEEP MIN MINIMUM THK THICK;THICKNESS -_� DEPT DEPARTMENT MISC MISCELLANEOUS T.O. TOP OF DIA DIAMETER MLWK MILLWORK TOA THICKNESS OVERALL 000 WINDOW TAG: GEOGRAPHIC AND CLIMATE CRITEREA: ON DOWN MO MASONRY OPENING TLT TOILET A REFERS TO WINDOW SCHEDULE 130 MPH WIND SPEED, DMPR DAMPER MTD MOUNTED T.O. TOP OF GROUND SNOW LOAD: 20 PSF, OR DOOR NC NO CHARGE TOS TOP OF SLAB;TOP OF STEEL WALL TYPE INDICATOR SEISMIC: "B" CATEGORY DTL DETAIL NEG NEGATIVE TR TOP OF REGISTER A DW DISH WASHER NIC NOT IN CONTRACT TYP TYPICAL DWG DRAWING NO;# NUMBER UC UNDERCUT EA EACH NOM NOMINAL LINO UNLESS NOTED OTHERWISE 0 REVISION MARKER LIVE LOADS 8301.5 OF NYS RES CODE ELEC ELECTRICAL;ELECTRIC NTS NOT TO SCALE VCT VINYL COMPOSITION TILE N0. DATE REVISIONS ELEV ELEVATOR OA OVERALL VB VINYL BASE ENCL ENCLOSURE OC ON CENTER VEN VENEER TABLE 8301.2(1) EO EDGE OF OD OVERALUOUTSIDE DIM VERT VERTICAL EQ EQUAL;EQUIVALENT OPP OPPOSITE VEST VESTIBULE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EQUIP EQUIPMENT OP'G OPENING VIF VERIFY IN FIELD SEISMIC EX'G EXISTING PART PARTITION;PARTIAL W WIDTH WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER ENG ENGINEER PL PLATE W/ WITH GROUND SNOW WINTER FLOOD AIR FREEZING MEAN ANNUAL T REQQUIREDUIREDE FD FIELD DIMENSION PLAS PLASTER WD WOOD LOAD CATEGORY DESIGN TEMP UNDE HAZARDS INDEX TEMP FF FINISH FLOOR P LAM PLASTIC LAMINATE W/D WASHER&DRYER SPEED(MPH) WEATHERING TOPOGRAPHIC SPECIAL WIND WINDBORNE FROST LINE TERMITE FIN FINISH PLY PLYWOOD WIN WINDOW EFFECTS REGION DEBRIS ZONE DEPTH FIX FIXTURE POL POLISHED WC WATER CLOSET 20 PSF 132 mph NO NO NO NO SEVERE 3'-0" MODERATE 15 NO NO 510 52.2 FLR FLOOR POS POSITIVE W/0 WITHOUT FLUOR FLUORESCENT PRELIM PRELIMINARY WPF WATERPROOF PTD PAINTED a� E--I k= �y W W � w E--I MAP OF SECTION ONE (� "PROPERTY OF GEORGE I TUTHILL & OTHERS" N/0/F FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY HOMAN REALTY, INC. ON JANUARY 15, 1929 AS FILE No. 861 DWELLING Q BRAY AVENUE USES PUBLIC WATER N/0/F w RICHARD HOMAN N/0/F & VICTORIA HOMAN CAREY GOLANEC PROJECT NORTH 3. 10.08.2020 ISSUED FOR PERMIT DWELLING & PAUL GOLANEC 3. 09.30.2020 ISSUED FOR PERMIT O USES PUBLIC WATER DWELLING ui 2. 08.24.2020 ISSUED FOR CLIENT REVIEW Z USES PUBLIC WATER 1. 05.22.2020 ISSUED FOR PRICING DWELLING L'! x o H USES PUBLIC WATER N0. DATE ISSUED TO 0.wa " LOT 85 �`-i zo LOT 86 zo LOTO 96 8 rw o usn m o LOT 97 FENCE 00 � S 1 9*56'20" E v 5z FRAME BUILDING .6'E. �z 464.28' N LINK FENCE 0.4'N. 0.6'E. . 8 28 �dg GATE CHAIN UNK FENCE GATE V-,3p (� �p �O i i `fid PROJECT "' to N r DELANNOY RESIDENCE N 0 3 ww 7217 Peconic Bay Blvd w z 0 N LAUREL, NY 11948 131'-2" I ; a I 11 1 3CL p11 a �4p1 {h; UN ulWW l I{S !I' �Y Illy o V) O .^ �0 s. V 263' . o (n z ME �' 0 OSED U W'In V I•. s p• 255'-7" o O SHEET TITLE {/a a Z xG w `� e a S 20'04'50" E 354.46' DL a ;n l 0. 0 �. . . 0 23__ _---- ------,r— �� >�c� PROJECT �- SITE Ow$ Oa IL','„}}--iI : 41 . $ d o _� ' -_ w w w w w P4 o N w� '03 z Q V It3 ' n o .- W FOUND 25' WIDE RICHT OF WAY �' INFORMATION w z �• I `' I'1PI ' 0 aNi CHAIN LINK FENCE o CONC. o W \VI +".�s<�'I,r„�;�;, AY o N 20'04'50” W 400.16' G]: sz r� I W° S W�_ VEL & DIRT ROADW iv N 98.97' r-Z s O .. �-�(tSERJIGE pSPHAI.. N 29,12,$0" W �°o �o ( c oo PROP051 b M. TEL—__,., ' 000 4N23•CE i ptDT-i O SEAL AND SIGNATURE DATE W � Box0 0s �a (22920, EE0) o� 47Q.26 �n $ u =� o PROJECT NUMBER O u i °L3 o DWELLING eEftED AR C,ARRO C�� DRAWN BY HAHCHI o N M pHILLIP KERM N HAHCHI e�J� ` � <`R�°c� � REVIEWED BY G D 1 p��. o 1 0 �� LINDA SITE PLAN * t�, PR O ,y. I ' ' J� SHEET NUMBER Z 1'=40'-O” `� DWELLING j� N 2 12 NIDIFNSTON oU KENNETH DE.*�mn>,r � 0�9g4A-� �0 T-001 . 00 O QF " '�� CAD FILE -T PaulRiceArchitecture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ; VENT THROUGH ROOF ROOF 1 I i i ' ROOF NEW VENT STACK i NEW VENT STACK i NEW VENT STACK i NEW VENT STACK i NEW VENT STACK i NEW VENT STACK PaulRiceArchitecture 45 MAIN STREET STUDIO 1210 BROOKLYN NY 11201 TEL 718 254 9477 FAX 718 254 9722 MASTER BATH-1 i i i i i GUEST BATH-1 i MASTER BATH--2 CONSULTANTS KITCHEN BAR KITCHEN POWDER RM LAUNDRY i I 11/2" [107] i [102] i [102] [110] [114] 11/2" [118] 11/2" ---------- ----- ------------ --------------- I I -------------F-------------, r----- , I _ I _ I _ I ICV IN NI CVI CVI CVI NI CVt CVI 1 ICV ICV fVl NI IN ICV NI I 1^ 1^ ^I ^I ^I ^1 ^1 ^t ^I 1 1 1 I NEW i NEW NEW i NEW I I i i NEW i NEW NEW � NEW � � NEW ; ; NEW ; NEW � ^ NEW 1 NEW 1 1 I � NEW NEW � NEW LAVATORY I LAVATORY 1 1 I 1 I SINK 1 SINK DISHWASHER 1 LAVATORY I WASHER t I 1 LAVATORY I LAVATORY I I LAVATORY 1 LAVATORY I t 1 TOILET I NEW I TUB I 1 1 I TOILET I NEW , TOILET I 1 I NEW I TOILET , I I 71/Z 71M t I „i�, I I 9 I II 1,ilki,r 1 ,il it ' II „r,';)III ��,,h, 1SHOWER I I I is 1 I •�; a s ,r�] IG' SHOWER 1 ,h' , I I SHOWERLV I 11 , I 2” 2" a ' 1 1 2" I 1 ] I / n / " ', ,i 1 1/2" 1 1/211L-- vl 211 ' 1_1 21I 'i �iiV . L—I' —X � 211 �'' .j �n'i21I �. p/ 1 1 2 1-1 2 ;, 1S1 FL 3' - / 3 NEW 3 2/" -_31J 1ST FL GRADE 3 FLOOR DRAIN 4nY An 411 4 Y11 411 411 411 411 411 4" 411 10 41. EX'G WASTE LINE TO �- APPROVED SEPTIC SYSTEM CRAWL SPACE CRAWL SPACE PLUMBING RISER DIAGRAM 7 NTS NO. DATE REVISIONS 54m in j 1370 48 min PULL SIDE .- }: co I i x (d) (e) \ Front Approach—Sliding Doors Slide Side Approach—Sliding Doors and Folding Doors and Folding Doors — xsl N'OTF s=161n(015 mm)minimum if r=601n I Ir25 mm).r-42 In 0065 mm)minimum if 1=54 1..:1)10 mml. X 24 m!n -+610 Fig.26 Two Hinged Doors in Series t X PUSH SIDE vim o ^ r-r------', C I 1 t 46 min E o I I v � 1 I 1 Latch Side Approach—Sliding Doors and Folding Doors t 1 NOTE:All doors in alcoves shall comply with the clearances for front approaches Fig.25 \ � \ NO-ft r=12m1}OS mmldlhe door ha,both Maneuvering Clearances at Doors(Con Unued) a aims■nd a larch. 3. 10.08.2020 ISSUED FOR PERMIT 3. 09.30.2020 ISSUED FOR PERMIT ADA DIAGRAM ADA DIAGRAM 2. 08.24.2020 ISSUED FOR CLIENT REVIEW NTS 5 1. 05.22.2020 ISSUED FOR PRICING NTS NO. DATE ISSUED TO 36 min 915 18 36 min 18 1 min 915 18 ASS 1 455 18 min 42 min 18 f; ADJUSTABLE 455 ASS 1065 454 ' COUNTER {t}j PROJECT SEGMENT ,F ,'••a SUGGESTED D E LAN N OY RESIDENCE I `lav: IN u� E 9I z` FLEXIBLE SUPPLY o - o�„ s� n l LINES 30 Peconic Bay Blvd 30 min l LAUREL, NY 11948 clear - clear clear 1 t 11 ` " 7fi0 ; tr " a SUGGESTED SLIP it floor floor ::�<� ':,•$c :•;a::x; :: ;;;:*: •: : JOINT IN TAIL PIECE ... ... . apace space space 6m to ::,•'.;:<:•:?; i,,,<,;;, .k_....: knee 1 clearance a Bs ore Removal o Cabinets and Base b Cabinets and Buss Removed and Height Alternatives Smin ...... ...... ............... . .....�...... clearance 205 ( ) 1 / ( ) A3o in depth 148 min 60 min Fig.3Fig.51 482mon 1220 1525 Lavatory Clearances tKitchen Sink SHEET TITLE Fig.Z$ ADA DIAGRAMS Clear Floor Space at Water Closets t . 171`111n 364 min min 430 21 1 6 max 48 min B Inez p It, .,l g: 91s54 min 36 min 1370 cleartioor :r c I 12 min 12 min 12 42 min space C C ' E E 30 ( I E 305 305 5 Io6S toilet N 10 t7 N paper �!........... o C= _. 19 max .. » C 485 to p W SEAL AND SIGNATURE DATE Fig.4 Location of Grab Bar Reinforcements I ri m E p 30 min I ° ';' e' :> 9 C7 7v N C; d 4 min ,-, ( r. PROJECT NUMBER 12.22.201 1 for Adaptable Bathtubs r> c� 1220 760 C4 QED NOTE:The areas outlined in dashed lines represent locations for future Installation :�•>:�`i;;:,�:�:r`•-,..,:. .,:,.:.32 , . �.::,.•> -::�°i�>r'<::vJi�,�'�� `i•.:,a:i•;:...•: p (a} (b) :•:(o):(iP'Are Remo o Cabinets sad Base - }....•....._•.........s...... ..•.. �,,,M �....� . ....x;...,! \ C of grab bars for typical fixture configurations. Clear FIoOr ru`paCC cit Lavatories • • • .< •• - C9 �GARRO� 'Sj DRAWN BY Back Wall Sidt Wa11 � ! � J J : (h) Cabinets and Mace Removed and Height �� Qp t r,,�- 'Qin ((� MT Mg. 29 Alleraalives �r t REVIEWED BY Grab Bars at Water Closets * 1 '1 PR r! ADA DIAGRAM ADA DIAGRAM ADA DIAGRAM ADA DIAGRAM SHEET NUMBER NTS NTS 3 NTS NTS 'T °'���� T-003 . 00 aF NE -F CAD FILE 4(12 Paul RiceArchite cture DELAN NOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 GENERAL PROJECT NOTES MECHANICAL VENTILATION NOTES ENERGY NOTES: 1.ALL CONSTRUCTION IS TO CONFORM TO N.Y.STATE AND LOCAL BUILDING CODES. 1. UPON COMPLETION OF VENTILATING SYSTEM,A TEST SHALL BE CONDUCTED IN THE PRESENCE 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.Y.S.ENERGY AND UNDER THE DIRECTION OF A PROFESSIONAL LICENSED ENGINEER OR REGISTERED ARCHITECT CONSERVATION CONSTRUCTION,LATEST EDITION AT THE TIME OF PERMIT APPROVAL. 2.ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. QUALIFIED TO CONDUCT SUCH TESTS OR OTHER PERSON NOT HAVING LESS THAN FIVE(5)YEARS EXPERIENCE SUPERVISING THE INSTALLATION OF VENTILATING SYSTEMS AND QUALIFIED TO 23HE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE,BELIEF AND PROFESSIONAL 3.ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL,N.E.C.AND UNDERWRITERS REQUIREMENTS. CONDUCT SUCH TESTS.THE TESTS SHALL SHOW COMPLIANCE WITH THE CODE REQUIREMENTS FOR JUDGEMENT THATTHE PLANS AND SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH VENTILATION AND THE PROPER FUNCTIONING OF ALL OPERATING DEVICES BEFORE THE SYSTEM IS THE N.Y.S.ENERGY CONSERVATION CONSTRUCTION CODE. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. NOTIFY APPROVED PaulRiceArchitecture 45 MAIN STREET ARCHITECT IN THE EVENT OF ANY CONFLICTS OR DISCREPANCIES. 3.EXTERIOR DOORS-DOORS TO GARAGE U= .40 MAX. STUDIO 1210 2. THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT OR OTHER QUALIFIED 1201 1 N YN Y 5.DO NOT SCALE THESE OR ANY DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED ONES. PERSON WHO CONDUCTS THE TEST SHALL FILE A CERTIFICATE AND REPORT OF TEST AS TO 4.WINDOWS,GLAZED DOORS AND ALL OTHER GLAZING U = .30 MAX. TEL BROOKLYN N Y 1 LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. IT IS THE INTENTION OF THE WHETHER THE TEST SHOWS THAT THE RATE OF AIR SUPPLY AND EXHAUST COMPLIES WITH THE FAX 718 254 9722 DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS. REQUIREMENTS OF THE CODES PERTAINING TO VENTILATION 5.ALL FIREPLACES ARE TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR. 150-200 C.F.M.FLUE TO HAVE TIGHT SEALED DAMPER. MAXIMUM AIR LEAKAGE NOT TO EXCEED 20 C.F.M. CONSULTANTS 63HE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN, THE ARCHITECT SHALL NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. NOTE:THIS PLAN IS APPROVED ONLY FOR WORK APPROVED ON THE APPLICATION SPECIFICATION 6.ALL THERMOSTATS SHALL BE ADJUSTABLE 45°-75°F;FOR COMBINATION HEATING Er COOLING SHEET.ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR CONSIDERED AS OTHER THERMOSTATS,THE RANGE SHALL BE 45°-857. TTHE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. CONSTRUCTION AGAINST BREAKING,COLLAPSE,DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, 7.COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE A MINIMUM STANDARDS AND GOOD PRACTICE. COMBUSTION EFFICIENCY OF 75%AND SHALL HAVE STANDBY LOSSES LESS THAN THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. BYROVIDE SMOKE DETECTORS AS PER N.Y.S.CODE. &INSULATE ALL WATER PIPES AND DUCTS AS PER CODE. 9.THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALLMANUFACTURERS REQUIREMENTS. 9.WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140T MAX. 10.CONCRETE IS TO BE 3000 P.S.I.MIN.ON 2 TON/S.F.SOIL BEARING CAPACITY. VERIFY SOIL BEARING CAPACITY IN FIELD. 1O.ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW 11.DOUBLE FRAME AROUND ALL OPENINGS,UNDER PARALLEL PARTITIONS AND UNDER BATH TUBS. SMOKE DETECTOR NOTES TO A MAXIMUM OF 3 G.P.M.@ 60 P.S.I.WATER PRESSURE. 12."TECO"CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. 1. SMOKE DETECTING DEVICES SHALL CONFORM 2020 NYS Residential Code/2020 NYS 11.HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH WITH TABLE 4-6 OF THE Energy Code ENERGY CODE;MINIMUM EER(EFFICIENCY)SHALL BE AS SPECIFIED IN TABLES 4-8,4-9,AND 4-10 OF 13.ALL FRAMING LUMBER TO BE DOUG-FIR#2 FB= 1150 P.S.I.E= 1.4M.P.S.I.ALL HEADERS&GIRDERS TO BE DOUG-FIR THE ENERGY CODE. #2 U.N.O.FB= 1250 P.S.I.(EXCEPT WHERE NOTED OTHERWISE)E= 13M.P.S.I 2. SMOKE DETECTING DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING. THERE SHALL BE NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVERCURRENT DEVICE PROTECTING 12.THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN 14.ALL EXTERIOR DECK FRAMING LUMBER SHALL BE PRESSURE TREATED. THE BRANCH CIRCUIT. TABLE 5-1 OF THE ENERGY CODE. 15.THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF PLANS,WITH ONE PERMIT. THE ARCHITECT 3. ALL SMOKE DETECTING DEVICES SHALL BE ACCEPTED PURSUANT TO RULES AND REGULATIONS 13.ALL BUILDING MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE ADEQUATELY PROTECTED SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS BY A BARRIER LOCATED ON THE"WINTER"WARM SIDE OF THE INSULATION. 16.PRE-FABRICATED FIREPLACES Er FLUES TO BE U.L.APPROVED. OR LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY.NO DEVICE SHALL BE DEEMED 14ANSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR CONTINUITY OF INSULATION TO BE IN COMPLIANCE WITH THIS PROVISION UNLESS IT IS OF EITHER THE IONIZATION OR AT PLATE LINES,BAND JOISTS,AND CORNERS. 17.13RIDGING TO BE SOLID BLOCKING NOT TO EXCEED 8'-0"O.C. PHOTO-ELECTRIC TYPE. 1&PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. CARBON MONOXIDE DETECTOR NOTES 19.ALL FLITCH PLATES,MICRO-LAMS AND GIRDERS TO BEAR ON SOLID WOOD POSTS AND HAVE SOLID BLOCKING TO FOUNDATION WALL. 1. CARBON MONOXIDE DETECTION DEVICES SHALL CONFORM 2020 NYS Residential Code/2020 NYS Energy 20.ALL JOISTS AND RAFTERS TO BE BRIDGED @ 8-'0"O.C. Code 21.INTERIOR BEARING WALLS TO BE BLOCKED @ 4'-0"O.C. 2. CARBON MONOXIDE DETECTION DEVICES SHALL RECEIVE THEIR PRIMARY POWER FROM BUILDING WIRING. THERE SHALL BE NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVERCURRENT 22.STEEL ASTM A-36 PAINTED,BOLTS AS NOTED(A307),WELDS-E70XX,REINFORCEMENT ASTM GR.60. DEVICE PROTECTING THE BRANCH CIRCUIT. 233HE RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION,INSPECTION OR ADMINISTRATION OF THIS 3. SUCH DEVICES SHALL BE LOCATED WITHIN 15 FEET OF ANY ROOM USED FOR SLEEPING NO. DATE REVISIONS CONSTRUCTION PROJECT. PURPOSES,AS PER CHAPTER 28 OF THE RULES AND REGULATIONS. 4. ALL CARBON MONOXIDE DETECTION DEVICES SHALL BE ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER,APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR LISTED BY A NATIONALLY RECOGNIZED INDEPENDENT LABORATORY. NO DEVICE SHALL BE DEEMED TO BE IN COMPLIANCE WITH THIS PROVISION UNLESS IT IS OF EITHER THE CONSTRUCTION NOTES IONIZATION OR PHOTO-ELECTRIC TYPE. 1. ALL WALL TYPES AREAS LISTED. WINDOW& EXTERIOR DOOR SCHEDULE 2. ALL DIMENSIONS GIVEN ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. 3. PARTITIONS SHOWN ALIGNED WITH BASE BUILDING STRUCTURE SHALL BE FLUSH AND SMOOTH WITH BASE 1 ST FLOOR BUILDING STRUCTURE UNLESS OTHERWISE NOTED. ALL EXISTING CORNER BEADS SHALL BE REMOVED AND JOINTS CODE LOCATION MANUFAC TYPE CATALOG# SIZE W x H SIZE - I R.O. LITES TAPED AND SPACKLED, 100A MUDROOM Andersen DH WDH28410 2'-9 5/8"x 6-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN A DRAWINGS AND SHALL NOTIFY __31-21/8-x 6-0 7/8 2/2 ARCHITECT OF ANY DISCREPANCIES,OMISSIONS AND/OR CONFLICTS BEFORE PROCEEDING 101A LIVING RM Andersen DH WDH30510 3-1 5/8"1008 MUDROOM Simpson SWING DR 77504 Nantucket 3'-0"x 6'-8" 3'-2"x 6'-10 1/2" LEFT HAND x 6-0 7/8 DING WITH THE WORK. 1 101B LIVING RM Andersen DH WDH30510 3'-1 5/8"x 6'-0 7/8" 3'-2 1/8"x 6'-0 7/8" 2/2 5. FRAMING OF ALL OPENINGS FOR DUCT WORK,RETURN AIR OPENINGS AND GRILLE OPENINGS ABOVE AND BELOW 101C LIVING RM Andersen DH WDH30510 V-1 5/8"x 6'-0 7/8" 3'-2 1/8"x 6'-0 7/8" 2/2101 D LIVING RM Simpson DBL SWING DR 77504 Nantucket 2 35" Doors 70"x 96" - _ SUSPENDED CEILINGS SHALL BE COORDINATED WITH HVAC SHOP DRAWINGS. ALL OPENINGS SHALL BE PROPERLY 1I101E LIVING RM Andersen DH WDH30510 3'-1 5/8" x 6'-0 7/8" T-2 1/8"x 6'-0 7/8" 2/2 SEALED FOR SOUND AND VIBRATION CONTROL. X101 F LIVING RM Andersen DH WDH30510 V-1 5/8"x V-0 7/8" 1 T-2 1/811 x 6'-0 7/8" 2/2 6. WHERE DUCTS,PIPES OR CABLES PENETRATE RATED PARTITIONS,PROVIDE FIRESTOP MATERIAL TO INSURE 101G LIVING RM Andersen SLIDING DR FWG10080-4 9'-9"x 7'-11 '/2" 9'-9 3/a"x 101H LIVING RM Andersen DH WDH30510 3'-1 5/8"x 6'-0 7/8" 3'-21/8"x 6'-0 7/8" 2/2 CONTINUITY OF RATING. 101J LIVING RM Andersen DH WDH30510 3'-1 5/8"x V-0 7/8" 3'-2 1/8"x 6'-0 7/8" 2/2 7. REFERENCE DOOR SCHEDULE FOR DOOR TYPES AND DOOR SCHEDULE. 102A KITCHEN Fli outwindow FLIP OUT 5'-0"x 4'-10" 16"TRANSOM 1026 - - 8. DETAILED DOOR AND HARDWARE SCHEDULES SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 1026 KITCHEN GABLE Andersen AWNING A281 2'-7 1/2"x 2'-0 1/8" 2'-8"x 2'-0 5/8" 2 FABRICATION OF MATERIAL SHALL NOT BEGIN UNTIL SUCH APPROVALS HAVE BEEN RECEIVED FROM THE ARCHITECT. 103A WEST HALL Andersen DH WDH28410 2'-9 5/8"x 6-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 103133--WEST HALL Andersen DH WDH28410 2'-9 5/8"x 6-0 7/8" 2'-10 1/8"x V-0 7/8" 2/2 9. ALL DOORS IN DRYWALL PARTITION SHALL BE SET 4"FROM CLEAR OPENING OF FRAME TO IMMEDIATE ADJACENT 1036 WEST HALL Andersen DH WDH28410 2'-9 5/8"x 6-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 103D WEST HALL Andersen DH WDH28410 2'-9 5/8"x 6-0 7/8" 2'-10 1/8"x 6-0 7/8" 2/2 WALL,UNLESS OTHERWISE NOTED. ' �� � �� ' �� 104A MASTER SITTING AREA_Andersen DH WDH210410 2-11 5/8 x 5-0 7/8 3-0 1/8 x 5-0 7/8 2/2 10. ALL DOORS SHALL BE UNDERCUT,TO CLEAR FINISH FLOOR OR THRESHOLD BY 1/4",UNLESS OTHERWISE NOTED ON 1104B MASTER SITTING AREA Andersen AWNING A281 2'-7 1/2"x 2'-0 1/8" 2'-8"x 2'-0 5/8" 2 _ 3. 10.08.2020 ISSUED FOR PERMIT " DOOR SCHEDULE. 104C MASTER SITTING AREA Andersen DH WDH210410 2'-11 5/8"x 6-0 7/8" T-0 1/8"x 5'-0 7/8" 2/2 3. 09.30.2020 ISSUED FOR PERMIT 104D MASTER SITTING AREA Simpson SWING DR 77504 Nantucket 3'-0"x 6'-8" 3'-2"x 6-10 1/2" RIGHT HAND 2. 08.24.2020 ISSUED FOR CLIENT REVIEW 11. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS. 105A MASTER BDRM Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x 6-0 7/8" 2/2 1. 05.22.2020 ISSUED FOR PRICING DO NOT SCALE DRAWINGS:DIMENSIONS GOVERN. LARGER SCALED DRAWINGS SHALL GOVERN OVER SMALLER SCALE 105B MASTER BDRM Andersen AWNING A281 2'-7 1/2"x 2'-0 1/811 2'-8"x 2'-0 5/8" 2 � N0. DATE ISSUED TO DRAWINGS. 105C MASTER BDRM Andersen DH WDH210410 2'-11 5/8i x 5-0 7/8 3'-0 1/8" x 51-0 7/811 2/2 105D MASTER BDRM Andersen DH WDH210410 2'-11 5/8"x 6-0 7/8" 3'-0 1/8"x 5'-0 7/8" 2/2LEI 12. CONTRACTORS MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION. 105E MASTER BDRM Andersen DH WDH210410 2'-11 5/8"x 6-0 7/8" 3'-0 1/8"x 6-0 7/8" 2/2 106A MASTER CLOSET Andersen AWNING A2281 V-2 3/4"x 2'-0 1/8" 5'-3 1/4"x 2'-0 5/8" 2 13. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE 107A MASTER BATH-1 lAndersen CASEMENT CW13 2'-4 3/8"x 2'-11 15/16" 12'-4 7/8"x 3'-0 1/2" 2 CONSTRUCTION FLOORS DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES. 107B MASTER BATH-1 lAndersen DH WDH28410 2'-9_5/_8"x 5'-0 7/8" 2'-10 1/8"x 6-0 7/8" 2/2 109 IHALL Andersen DH WDH28410 2'-9 5/8"x 6-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 14. WHERE CLEAR DIMENSIONS ARE INDICATED FOR FILE NICHES,CORRIDORS,ETC.DIMENSIONS INDICATED MUST BE 110 POWDER RM DH WDH28410 2'-9 5/8"x 5'-0 7/8" 2'-10 1/8"x 5'-0 7/8" 2/2 PROJECT MAINTAINED. 111 LAUNDRY RM - - - 15. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED FOR ALL EXISTING HEATING SHUTOFF VALVES IN GYP. 112 uTIL.ITYRM - DELANNOY RESIDENCE113A GABLE Andersen AWNING A281 2'-7 1/2" x 2'-0 1/8" 2'-8"x 2'-0 5/8" 2 BD.WALLS OR NEW RADIATOR COVERS WHERE REQUIRED. 113B GUEST BDRM-1 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x V-0 7/8" 2/2 7217 Peconic Bay Blvd 114 GUESTBATH-1 Andersen AWNING A281 2-7 1/2 x 2-01/8 2-8 x 2-0 5/8 2 ' LAUREL, NY 11948 115 GUEST BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 6-0 7/8" 3'-0 1/8"x 6-0 7/8" 2/2 116A MASTER BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x V-0 7/8" 2/2 1168 MASTER BDRM-2 Andersen DH WDH210410 2'-11 5/8"x&-0 7/8" 3'-0 1/8"x 6-0 7/8" 2/2 116C MASTER BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x 5'-0 7/8" 2/2 116D MASTER BDRM-2 (GABLE Andersen AWNING A281 2'-7 1/2"x 2'-0 1/8" 2'-8"x 2'-0 5/8" 2 116E MASTER BDRM-2 Andersen DH WDH210410 2'-11 5/8"x 5'-0 7/8" 3'-0 1/8"x 5'-0 7/8" 2/2 118 MASTER BATH-2 Andersen AWNING A281 2'-7 1/2"x 2'-0 1/8" 2'-8"x 2'-0 5/8" 2 SHEET TITLE 119A EAST HALL Andersen DH WDH210410 2'-11 5/8 x 5'-0 7/8 3'-0 1/811 x 5'-0 7/8 2/2 WINDOW SCHEDULE S- 119B EAST HALL Andersen DH WDH210410 2'-11 5/8"x_5'-0 7/8" 3'-0 1/8"x 6-0 7/8" 2/2 119C EAST HALL Sim son SWING DR 77504 Nantucket V-0"x 6'-8" 3'-2"x V-10 1/2" LEFT HAND FOUNDATION DETAILS CONTRACTOR TO VERIFY SIZES OF ALL NEW WINDOWS TO BE INSTALLED IN EXISTING OPENINGS. 7 1 _____T _____ E� G_EN_ERAL_NOTE_S: JCONTRACTOR TO COORDINATE FACTORY-APPLIED EXTENSION JAMBS WITH WALL THICKNESSES. CONTRACTOR TO SEAL AND SIGNATURE DATE 1 VERIFY ACTUAL WALL THICKNESSES PRIOR TO ORDER. 2 CONTRACTOR TO PROVIDE COORDINATED SHOP DRAWINGS OF ALL UNITS.! PROJECT NUMBER 3 SEE ELEVATIONS FOR ACTIVE SASH DESIGNATIONS;VERIFY OPERATION INFIELD WITH ARCHITECT PRIOR TO ORDER. RED AR 4 INTERIOR FINISH: SHOP PRIMED; PAINTED INFIELD, UNO. C C^ CARRp � DRAWN BY 5 EXTERIOR FINISH:SHOP PRIMED; PAINTED IN FIELD; UNO. �' P�� �z� ��x `* GD 6 ALL UNITS SHOWN WITH DIVIDED LITE TO HAVE SIMULATED DIVIDED LITE. �- �o� REVIEWED BY 7 PROVIDE_SCREENS FOR ALL WINDOW UNITS. PR 8 ALL CASEMENTS TO HAVE SIMULATED DOUBLE HUNG CHECKRAIL ` ��" SHEET NUMBER LOW E4 SIMULATED DIVIDED LITES 019�91-� �o�- T-002- OF ��� CAD FILE PaulRiceArchitecture - ! DELAN NOY RESIDENCE NORTH io 41/ " 1s' " a 1/2" 7217 Peconic Bay Blvd 4'-5 5/8" 41/ " 11'-17/s° LAUREL, NY 11948 11�13 GABLE ALIGN r-- ----------- ----- T IT ------------------ I i I I Till CLO o ` BEDROOM-2 ; PaulRiceArchitecture 45 MAIN STREET - 16'-0"x 12'-2" � STUDIO 1210 I I I BROOKLYN NY 11201 TEL 718 254 9477 FAX 718 254 9722 I I 11�E N CONSULTANTS ! I I I I I ! I I I I 3'-0" 1 .-__- 5'-1 5/8".-_ . 3 1/ " 2'-11 1/2" I I - I N i j MASTER I o 19 6A N I BATH-02 11 u' 11p 7 1/2"x7'41/2" I 23'-11/2" ! i r, j 118 I 1 41 6'-0" 41 16'-0" 41/211 I '_ I ' POOL r- --------------- -- 105A ----------- 1056 ----------- 105C --- - 32'0" 16'0" `I c I .. 4'0" / " 3-0 4 " 3'-8 3/4" 4 3'-103/4" " � - I GUEST BEDROOM-02 11 I I — — — I I 11'-7 1/2"x 7'4 1/2" 106A — WALK CLOSET I 106 I I 105D ' 6'-0"X 8'-3" I i I t o 9A I i N KING! - - --- I CA I I 1 - -- 76x8 -- -- -- I I I * I I 105E ! I I I j ® 1 MASTER BEDROOM j I II ® I i IIII 3 0 I1 `CD ` 3 1/ 2-11 1/216'-0"X 12-9 3/4" 116'-0 0 161-011o NO.. DATE REVISIONS WEST o EAST N N MASTER 1 I m I II EAST ALL BATH o CD N - I1 II _ I I 1 I GUEST Ln 6'-0"X 16'-4.. 1 96 M i BAT01 11 b I N 107A I -`F. f ;� !11'-7"x 7'4" I N N j MASTER SUITE SEATING I 104D I I 104 �' I 36'-0"X18'-0" -------------- I I r ------------------ ________—_______—_-----__—______� I a I N I i I I I i N I I I I i 4-0 7 41 3-91/8 41 3-103/4 41/2 I 11'-7 1/2" 1136 I d 0o I I I I I I 1 COVEREb PORCH I I I I N I GUEST I I 1 6 tr -_- -+i I o I BEDROOM 01 I II I 19C 340 X 12-0 _ a - N I I I I 1076 o _ I I I I I 113 1 N L-'— ------ — I I 11'-71/2"x10'-9" iv �a I --------- : 9-.. - I v � 36�9 --------41 6'-0" ---- --- C1OAB ------------ 1 I I 6'-4 1/2" 10'3" 5'0" 6'-4 1/2" 1I'4 1/ " 34-0" I I 1'-41/2' 5'-7 1/2" �- "' 103D MEn 1 1 W III D-. I Fa I III 1 N o ; _ _ — _ — o � � ! ® L______-_ N ,. � I `, �---- --- I 3. 10.08.2020 ISSUED FOR PERMIT I 3. 09.30.2020 ISSUED FOR PERMIT WEST HALLj I ► M LIVING RM I I 2. 08.24.2020 ISSUED FOR CLIENT REVIEW 103A 103 0 _ _ +I— — —_— — — 1. 05.22.2020 ISSUED FOR PRICING 36'0"X 18'-0" I ► I o _ _ 1 HALL — — — — — — LAUNDRY _ — UTILITY RM I NO. DATE ISSUED TO 11 I I I 36 0 18 0 1 ' - _ GALE j N I I I V 1038 103C ' 1' I I 1 f ABLE i POST EL PROJECT - - 4 1 111 911 '':,>` ------ `-D - ---------- - ----- -------------- r - ---- --- ----- ---- _- - -- ------- - ------UDROOM------- —------------------------ - I T + -j 1 E)2C „ M T- . I I I - ° ® , , o DELANNOY RESIDENCE _� I HOOKS 1006 y' M - a I I r --------- I o � � 717 Peconic Bay Blvd 11 POWDER ! LAU REL, NY 1 1948 J-- I I KITCHEN I I RM I FE 1 - - 1 2 ---------- ----------- SHEET --------- I I' 110 _ SHEET TITLE M I CONSTRUCTION PLAN O 101 O r L- 1 D---____-- 1A16- _-- 101C I I � I � COVERED PORCH � 16 I I o I 20'-0" K 8'-0" I 20 SEAL AND SIGNATURE DATE CONSTRUCTION LAN 81 O" I 20.0" PROJECT NUMBER CALE 1/4" = 1'-O" 1 \gC �C I ! 13I C �GARRo, �� DRAWN BY I _ _ ��` epJ ��nG D REVIEWED BY L----------------- ------------------� 7� �!� SHEET NUMBER PR 4 1 " 36-0" 4 6'-4 1/2" 10'-3" 12'-1 1/2" 36'-9" 14'-6" 7'-101/2" A-200 . 00 ° 87'-101/2" op NES CAD FILE Paul RiceArchite cture DELAN NOY RESIDENCE NORTH 7217 Peconic Bay Blvd 8r-1 O 1/2" LAUREL, NY 11948 23'-1 1/2" 48'-0" 16'9" ---------------------------------------------� I I I I I I I I I I I I i I PaulRiceArchitecture 45 MAIN STREET I I j I STUDIO 1210 I I I BROOKLYN NY 11201 I I I j I TEL 718 254 9477 I FAX 718 254 9722 I I I I I I CONSULTANTS co I I I I I I I I I I I I I 1 I I i I M I I I I I N I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i � � I I I I f_ __________________________________________________________ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I 1 I t oo I I I I I I 4"CONC. I I PAD I I I I I oo, EST EAST NO. DATE REVISIONS I Il' I C I -CONC.FOOTING i i i i I I N i I �-i-POST ABOVE i i I I 4"CONC. I I i I PAD � I I I I I I I j I I I I i I I T-0" 34'-0" T-O" I I I I I I I I I I I j I I i I I I I ------------------------------------------------------------------------------ - I I I I II I I I I F I I I I I ❑ ❑ F I I I I I I I I t i I i j i CRAWL SPACE I I I I I I I I 003 I I I I I I I I I I I I j ----------------- I I I I I I I I I I I q En o L----------------- L-------------------------� I I I I I I I I—ACCESS PANEL L- _____________________--� I I �-� I I I I r � I I I 9I' I I I 1 I I I 1 I I I I I 6'-4 1/2" I 36'-9" I T-7 1/2" I i I ---a---------------------------------------------------------------------------------------I -- I I I I I I I I I I I I � I I I �--- ------may— _ ------ "v I I I rn rn I I ---------------------------------------------------------------------- I I I • o � j i I i I I I 3. 10. 08.2020 ISSUED FOR PERMIT L.I ______________________� --� 3. 09.30.2020 ISSUED FOR PERMIT j j I 2. 08.24.2020 ISSUED FOR CLIENT REVIEW I I I 1. 05.22.2020 ISSUED FOR PRICING I I I NO' DATE ISSUED TO WATER,NATURAL I L------------------------------� I i GAS,AND ELECTRIC /V ------ i SERVICE THROUGH a. I . I I r-------------------� I FOUNDATION 4"CONC. I I I L----------------------- ——————'•— j PAD j ❑ I -CONC.FOOTING CANTILEVERED FLOOR JOIST I I I 'POST ABOVE j �_______________r_ I I I PROJECT a� TO SUPPORT FIREPLACE I I I I HEART ABOVE CRAWL SPACE DELANNOY RESIDENCE I - I 3'-0" I : I I I o 7217 Peconic Bay Blvd I i i i LAUREL, NY 11948 I ------------------------------------ I I I j PROPOSED SEPTIC SYSTEM - 1'O"x 2'-0"8"POURED CONCRETE FOOTING I -----� SERVICE THROUGH I r---------------------------------- -- `D FOUNDATION WITH j SHEET TITLE CLEANOUT ------ -_- -8"POURED CONCRETE FOUNDATIONi I � ------------------------------------------ FOUNDATION PLAN I - I oo �- ------------='--------- ---------------------------------------------------L-------------------- I I i I I I - I I I I 4 8'-4 1/2" I 20'-011 I 81-4 1/2" m SEIALANDSIGNATURE DATE PROJECT NUMBER o '(ERE D A�,C aS J�GARR04� �j� DRAWN BY ----------------------------------- - ---� r Q� �'%" F� GD ---------- - REVIEWED BY PR 6'-4 1/2" 10'-3" 10'-9 3/4" '-3 3/4' 36'-9" 14'-6" T-10 1/2" SHEET NUMBER - - 87'-101!2" i txe,ial..r—c� FOUNDATION PLAN ��� 01.9694 �OQ� A-201 . 00 SCALE 1/4 V-0" 1 OF NES SOUTH CAD FILE -T PaulRiceArchitecture DELAN NOY RESIDENCE NORTH 7217 Peconic Bay Blvd LAUREL, NY 11948 25'-1 1/2" 46'-0" 0 i------------------------ --- ------- -----------i I I I � I � I � I 1 I I I � I � PaulRice zchitecture 45 MAIN STREET I I , I , STUDIO 1210 ' BROOKLYN NY 11201 I TEL 718 254 9477 FAX 718 254 9722 I I j CONSULTANTS I � t I I I I I ' I I � I � I � I , I , I I I 1 I � I 1 I 1 I 1 I 1 I I 1 � i III I ' I I ' � ' I i I � I 1 I i I I i I , i I 1 I � 1 t I I � I � 1 --------------------------------------------- ----------- ---------- I I 1 1 I I I i I I 1 1 I I 1 1 I I 1 I I I I I I I 1 1 I i 1 1 I I I I I I I I I p I I I I 1 I I N I I I I 1 I I 1 I I + I I I I I METAL 1 ; METAL ROOF ' ROOF -CCD - E WS T AST NO. DATE REVISIONS 1 I � 1 I ' I I I i I I 5'-31/2" 35'-5" 5'-31/2" 1 I I I 1 I 1 I I - I 1 I 1 I 1 � I I I I I 1 I.------------------- I I 1 p _0111 ' I I ------------------------ -----'------ ---------i—� I METAL ROOF I , I I I I I I I 1 I I I I 1 I I I 6'-4 1/2" 18'-9" ' -- — --------------------------------------------------------------- 1 I t zt I I ' 3. 10.08.2020 ISSUED FOR PERMIT 3. 09.30.2020 ISSUED FOR PERMIT FLAT i i i 2. 08.24.2020 ISSUED FOR CLIENT REVIEW ROOF i i 1. 05.22.2020 ISSUED FOR PRICING I I NO. DATE ISSUED TO ' ' I N' I I I O � I I OST BELOW _ 1 PROJECT DELANNOY RESIDENCE 1 I , 7217 Peconic Bay Blvd FLAT to `a LAUREL, NY 11948 ' METAL � ROOF M ; ROOF ' I 1 1 I 1 � I � I I 1 I SHEETTITLE � 1 I ROOF PLAN 1 i o q In1 � I i I i I I O 1 1 1 I I I I I I I I I I I METAL ' ' ROOF 1 SEALANDSIGNATURE DATE I I - I I O 1 I 60 �`91ED ^� PROJECT NUMBER G CARR pr�l C�� DRAWN BY GD � REVIEWED BY PR 17-7 1/2 11 1 1/2 8 4 1/2 22 0 8 4 1/2 21 4 1/2 SHEET NUMBER 1'0" s m �k 28'-9" 38'-9" 22'-41/2" N.� � ROOF PLAN "96g4"� 0�� A-202 . 00 SCALE 1/4" = 1'-0" � OF NE � SOUTH CAD FILE _T PaulRiceArchitecture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 I PaulRiceArchitecture 45 MAIN STREET STUDIO 1210 BROOKLYN NY 11201 METAL TEL 718 254 9477 ROOF I FAX 718 254 9722 12 CONSULTANTS 1 a / 12 � � �121 116D 1056 \ 10 10 I I METAL ROOF 12 a4 I , M 102A CD s 116C 109 / Ad 101G 101J 101H 103D 1055 105A °O i` I CEDAR SHAKES CEDAR VERTICAL' '' VERTICAL CEDAR SIDINGSHAKES I- o SHAKES - - - - N I I o -1 — — — I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I -T — — — �-�— — — — — — — — — — — — — — L �— — — — —�-I 'r' L - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - -� NO. DATE REVISIONS BACK ELEVATION 2 SCALE 1/4" = V-O" I 12 12 METAL (� ROOF 12 113A 12 3. 10.08.2020 ISSUED FOR PERMIT 10. / 1048 a10 1Q� 10 3. 09.30.2020 ISSUED FOR PERMIT 2. 08.24.2020 ISSUED FOR CLIENT REVIEW a 1. 05.22.2020 ISSUED FOR PRICING /l 1I ]NO. DATE ISSUED TO METAL CEDAR ROOF - SHAKES q v PROJECT DELANNOY RESIDENCE E F // F 7217 Peconic Bay Blvd LAUREL, NY 11948 rn q = 1010 c TI oo' O co -�� 1076 1036 103C 101B 101C 101E 101E 110 100A // CEDAR CEDAR - VERTICAL CEDAR CEDAR SIDINGSHEET TITLE VERTICAL N SHAKES SHAKES SIDING SHAKES SHAKES - N ELEVATIONS FRONT & BACK MF- I— — — — — I-L — — — — — —I J — — — — — — — — -1- I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I -I - — — — — — — — — — — — �- — — — — — -� M - - - - - I- - - - - - - - -I - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J- - - - - - � J SEAL AND SIGNATURE DATE \��`�`r=� ^�C,�• PROJECT NUMBER C J�rPAR04, '7 DRAWN BYGID REVIEWED BY SHEET NUMBER PR FRONT ELEVATION SCALE 1/4" = V-O" X.c e�g 9>�oFssn , roe- A—3 0 0 . 0 0 CAD FILE Paul Ric eAr chit e cture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 PaulRiceArchitecture 45 MAIN STREET STUDIO 1210 BROOKLYN NY 11201 10 — TEL 718 254 9477 FAX 718 254 9722 -- METAL li 12 CONSULTANTS ROOF 4 12 10 12i METAL - 4 ROOF I f / aw W 000 106A 103A 101ACEDAR o CEDAR SHAKES - VERTICAL SHAKES o r- - - - - - - - - - NO. DATE REVISIONS WEST ELEVATION 2 SCALE 1/4" = V-O" GABLE WINDOW BEYOND 12 1 I 3. 10.08.2020 ISSUED FOR PERMIT 3. 09.30.2020 ISSUED FOR PERMIT 102 C _ 2. 08.24.2020 ISSUED FOR CLIENT REVIEW rr I �� ROOF O. DATE ISSUED TO METAL "I. 05.22.2020 ISSUED FOR PRICING ,� 111 12 f��/ g \i1 1 4 I CEDAR � -- SHAKES 'v oPROJECT ,� ,� DELAN NOY RESIDENCE 100B -_ _ 7217 Peconic Bay Blvd M LAUREL, NY 11948 114 118 0 1136 115 116E � CEDAR SHEET TITLE VERTICAL L � - - SHAKES � q N (ELEVATIONS ACCESS PANEL TO CRAWL (EAST & WEST SPACE I o F- L I- SEAL AND SIGNATURE DATE �ED A4C PROJECT NUMBER JVeARROZ� ' DRAWN BY GQ REVIEWED BY PR �~�I> � EAST ELEVATION SHEET NUMBER�_ SCALE 1/4" = V-0" 019694- o A-301 . 00 OF NE�� CAD FILE -T PaulRiceArchitecture DELAN NOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 # 29 SQUARE CUT EAVE OVERHANG CONNECTION PaulRiceArchltecture 45 MAIN STREET STUDIO 1210 BROOKLYN NY 11201 TEL 718 254 9477 FAX 718 254 9722 CONSULTANTS ATTACH PANEL TO 2x BLOCKING IN WALL PANEL W/ SIP FASTENERS ® 10" O.C. TYPICAL UNLESS OTHERWISE NOTED. ` APPLY FENTRIM IS 20 SIP TAPE ® INT. CORNER ' STUFF EXPOSED PANEL EDGE W/ STUFF EXPOSED PANEL EDGE--/ CONT. BEVELED 2x BLOCKING MATERIAL. W/ CONT. 2x MATERIAL. SECURE SECURE OSB PANEL SKINS 12 OSB PANEL SKINS TO 2x BLOCKING TO 2x W/ 0.131" DIA. x 2Y" W/ 0.131 " DIA. x 2Y2" LONG `':''; GALV. NAILS @ 4" O.C. OR EQU. 10 GALV. NAILS ® 4" O.C. OR EQU. 12 ' 10 I --------------------- I 1-0 ROOF SYSTEM I , I I I , I , GUTTER , -0" I , I , NOTE: ALL RED DOTS — APPLY CONTINUOUS 3/8" DIA. BEAD OF MASTIC SEALANT ; ; FLUSHING � ` BETWEEN 2x MEMBER & PANEL FOAM. ; I i ROOF SYSTEM NO. DATE REVISIONS ANEL PANEL EAUE CONNECTION DETAIL rA STRUCTURAL INSULATED PANELS ----- SCALE: 1" = 1'-0" P.O.Box 185,53ShowD�ve `------------------------- - , I West Chestefield, NH 03466 ' 4 (603) 256-8800 - 1 I � I I 6 1/2" STRUCTURAL PANEL 0 E# 1 PANEL TO 1 st FLOOR DECK CONNECTION co co r ze O O c0 co ATTACH SHOE PLATE PRIOR TO INSTALLING PANEL INTO PLACE. NAIL 2x SHOE PLATE THRU SUBFLOOR INTO RIM BOARD W/ 0.131 " DIA. x 3Y4" LONG GALV. NAILS ® 6" O.C., PLUS (3) 0,131" DIA. x 3Y4" LONG GAVL. NAILS ,;' SECURE OSB PANEL SKINS TO 2x SHOE ., INTO EA. FLOOR JOIST. 1/2 STRUCTURAL 41/2 STRUCTURAL 3. 10.08.2020 ISSUED FOR PERMIT ;' ' ^ ' • PLATE W/ 0.131 DIA. x 2Y2 LONG PANEL PANEL 3. 09.30.2020 ISSUED FOR PERMIT ATTACH RIM BOARD TO EA. LAPPLY ILS © 4" O.C. OR EQU. 2. 08.24.2020 ISSUED FOR CLIENT REVIEW x'^ 1. 05.22.2020 ISSUED FOR PRICING JOIST FLANGE W/ (1) 0.131" DIA. x 2Y2" LONG " NTRIM IS 20 NO. DATE ISSUED TO GALV. NAILS. ' • ® INT. JOINT :•, 1ST FLOOR 1ST FLOOR TOE NAIL RIM BOARD INTO 3/4" SUBFLOOR DECKING W/ Y4" BEAD __ ------------ - --- ------- P.T. SILL PLATE W/ OF SUBFLOOR ADHESIVE, ATTACH 0.131" DIA. x 2Y2" LONG DECKING W/ #8 x 2" WOOD SCREWS ; ; X GALV. NAILS. ® 6" O.C.---\ 6" O.C. AROUND THE SUPPORTED PERIMETER „ PROJECT& 12 O.C. IN THE FIELD OF EA. SHEET. 3 N 3 ' N DECK SYSTEM ; cn I ; ; cn DELANNOY RESIDENCE LL I � 7217 Peconic Bay Blvd LAUREL NY 11948 P.T. SILL PLATE—/ .. •1 j UCONCRETE 1 1 :'• ` _____ "P.L?-LlR D ��____________ _ 8___ " POURED CONCRETE ^+ ° FOOTING FOOTING ALLd • LJ.� ANCHOR BOLTS BY OTHERS. SHEET TITLE ;k:: 8„ CRAWL SPACE $„ CRAWL SPACE ... PANEL CONNECTION o "CONC. PAD o 4"CONC. PAD DETAILS M M NOTE: ALL RED DOTS — APPLY CONTINUOUS 3/8" DIA. BEAD OF MASTIC SEALANT BETWEEN 2x MEMBER & PANEL FOAM. PANEL SILL CONNECTION DETAIL ANEL 3 .STRUCTURAL INSULATED PANELS SEAL AND SIGNATURE DATE SCALE: 1" = 1'-0" P.O.Box 185, 53 StowDNe West Chestefield, NH 03466 2'_0" 21.0" PROJECT NUMBER (603) 256-8800 ' 0"x 2'-0"POURED -RED q FC' " ' " NO CONCRETE FOOTING CONCRETE FOOTING C� �"cARRo4 'Si DRAWN BY GD to �� REVIEWED BY SECTION DETAIL @ LIVING £t KITCHEN SECTION DETAIL @ EAST £f WEST WIPR WP. FOUNDATION 2 TYP. FOUNDATION I SHEET NUMBER SCALE 3/4" = 1'-O" SCALE 3/4" = 1'-0" 0196�4 , sae- A-400 . 00_ �F NES CAD FILE PaulRiceArchitecture SIPs DO's AND DON'Ts PROJECT INFORMATION MINIMUM I-JOIST PROPERTIES FOR LEGEND SPLINE INFORMATION ABBREVIATIONS GENERAL SIP NOTES W USE AS REINFORCEMENTS _ _J B.O. By Others 1. All roof panels are 10 Y4" SIPs and all wall panels are 4 -y4" SIPs, both wp, 6" rated OSB z SIPS em Basis of Design SIP System Design Loads Panel seam - Y skins and EPS foam core, fabricated in accordance with specifications section R613 of the All Movement IRC/IBC 2015 Bending Moment Shear Coefficient of B.S. - Both Sides IRC IBC and to the NTA Listing Report NER-1026 REVISED 5/24/2019). r n air infiltration or exfiltration. .. ... . -..a All Joints must be sealed m such a way to ensue o ASCE 7-10 a. Wind Ultimate Design Speed: 130 MPH Depth Stiffness Capacity Capacity Shear Deflection / g P ( � P P Y P Y Inset lumber - D.D.S. - Double Dimensional Spline b. Wind Exposure Category. B EI M V K - CONT. - Continuous � W Voids Insert Lumber Species c. Wind Importance Category- II D.S. - Double Spline EA. - Each 2. All SIPs are fabricated with Type 1 (1 PCF) EPS foam. All voids must be filled with appropriate sealants/panel adhesives manufactured to SPF #2 or better d. Ground Snow Load: 20 PSF (in) (Ib-ins)x1 (Ib-ft (I (I )x1 Beveled edge — — — — S.D.S. - Single Dimensional SplineF e. Roof Live Load: 20 PSF .S. - Fastener Schedule U �--�-�--� ��- ensure against air movement and moisture intrusion into the building envelope. f. Roof Dead Load: 20 PSF 9.25 185 2715 1155 4.81 Stick framed - - - - - - T.D.S. - Triple Dimensional Spline MIN. - Minimum 3. ACME Panel is not responsible for any timber, stick-build or foundation work. U_ J icti Suffolk County, NY 11.25 296 3410 1405 5.85 member T.S. - Top Spline P.T. - Pressure Treated � Vapor Transmission Y 4. SIP design is in accordance with NTA IM 14 TIP 01: 'Engineered design of SIP Panels W Vapor permeability for all SIP panel joints must meet local building codes and/or Site Address R-Values 14 t 482 4270 1 1710 7.28 Center line - S.F. - Stick Framed using NTA Listing Report Data", which is based on the APA Plywood Design Specification W ry environmental requirements. 7217 Peconic Bay Blvd. 10 Y4" Roof - 50 Neopor GWAellnee from the NTA Usting Repot NER-1026 (REVISED 5/24/2019) SIM. - Similar Supplement 4 - "Design and Fabrication of Plywood Sandwich Panels". Laurel, NY 4 -Y4" Wall - 16 TYP. - Typical -J O HVAC Design TF - Timber Frame 5. ACME Panels are to be installed in accordance with the details shown on these drawings. 2 A HVAC system must be designed to: 0Y Provide proper ventilation due to the inherent air-tightness of the structure. W Be properly sized to account for the inherent energy efficiency of the structure. z 7� Q Exterior Cladding and lJnderlayment W Exterior cladding shall include a primary and secondary weather resistive system, J U e.g., drainage plane. Underlayment is required, e.g., common building paper, non-perforated housewrap. Q _U Handling and Storage SIPs must be protected from exposure from the elements and must not be stored W in direct contact with the ground. SIPs are bulky and heavy. Manpower is enough to W move small panels, but larger panels often require a crane or forklift. Here's how Q to handle material on site: DO: Set aside a level spot to store panels. Try to organize your panel delivery for ADDRESS: efficiency - store panels from the first floor separately from panels for the second Radford, St floor, and so on. Stack panels so that you can read the identifying marks or labels RWest Main Radford,VA 2414141 and find each piece when you need it. phone 540-267-9988 fax 540-808-0824 t ckin www.acmepanel.com DO: Lay panels flat on stickers, no closer than three inches to the ground. Give the panels plenty of support, and don't let them sag - for 8' panels, two stickers are enough, but for 12' to 16' panels, use three stickers. For longer panels, don't V) go more than 6 or 8 feet between stickers. w � V Weather Protection w Panels are rated for exterior exposure during construction, but keep them dry when stored on site. Cover them with a loose tarp or sheet of poly. w DON'T. Leave panels exposed to the elements for extended periods of time. Assembly Cn For maximum efficiency, it's best to follow an orderly system. Here are a few tips w to keep in mind as you start to work: w DO: Study the installation drawings before setting panels. F-1 DO: Set wall plates carefully. Panel skins provide the strength for walls so panel skins must be fully supported. The panel slips over the wall plate, so remember to C set your plates a half inch in from the building edge, and leave room where plates meet for the skin to slide by. DO: Set panels in order. Mark out your wall plates to show where panel edges fall. When setting walls and roofs, it's a good idea to start in corners or valleys and 0.4 work out -that way, you won't box yourself into a corner."At wall corners, one Q) panel "stops short"and the other "flies by"- be sure you know which is which, or one wall will be too long and the other too short. DO: Always follow the manufacturer's recommended joint sealing techniques. Seal _ w joints as you work. Panel joints must be thoroughly sealed to ensure there is no [--� air infiltration from the outside or exfiltration from the inside. Be sure to follow the V manufacturer's recommendations for sealing joints properly. Furr out interior sections for pipes if D0: Install plumbing in interior walls. p p necessary. O DO: Install standard deterrents to resist termites and carpenter ants such as insect clips and flashing. DO: Install proper flashing and sealants around all rough openings and penetrations as required. i DON'T: Cut wall panel skins horizontally for installation of electrical wiring. DON'T: Cut roof or floor panel skins without contacting your supplier. DON'T: Be afraid to field-trim panels for an exact fit. Contact us when in doubt. �— DON'T: Install panel skins in direct contact with concrete. Provide a capillary break between panel skins and concrete. DON'T: Install full size can lights inside the panels. LED can lights are acceptable. Weather Details `` SIPs are durable, but they aren't designed to get wet. Your house needs exterior finishes that protect the structure from water. DO: Use high-quality roofing and siding. High performance asphalt shingles are suitable for use on a SIP roof. Popular sidingmaterials such as steel or tile, vinyl, ��°T wood, brick, or fiber-cement are also fine fr SIP houses. DO: Usero er underlla ents for roofng and siding. SIP walls are airtight without P P Ym housewrap, but they do need a drainage plane material (either housewrap or asphalt paper works well). DO: Flash all penetrations. Most windows will eventually leak some water at the ' ar'TF o>- t~� window sill; install flashing under and around windows and doors to direct water away from the wall structure. Hose bibs, dryer vents, exterior lights, and the like must also be flashed, as should roof penetrations such as plumbing stacks, PROJECT LOCATION: chimneys, and skylights. 7217 Peconic Bay Blvd. Interior Comfort Laurel,NY SIP houses are airtight, so they let you control the indoor environment. A modern ventilation system will let you have fresh air when, how, and where you need it. DATE: DO: Provide adequate ventilation to maintain indoor air quality. 30 MARCH 2021 DO: Provide a mechanical ventilation system. Passive air infiltration will not be enough to provide indoor air quality. In cold climates, use a heat recovery Submission Date ventilator; you ll save energy, and the incoming air will be tempered for comfort. In 12- hot, humid climates, an "energy recovery ventilator"is best: these systems take Preliminary humidity out of the incoming air and transfer it to the exhaust stream, reducing Revision o1 o0s5-2021 the load on your air conditioner and improving your comfort. Revision 02-02-21 DO: Control indoor humidity. High humidity levels can be unhealthy and can damage Revision 03-24-21 your building. Set your ventilation system to keep indoor humidity around 407a Revision 03-30-21 Install exhaust fans in kitchens, bathrooms, and laundry rooms to expel moist air as needed. Moisture intrusion through slabs, crawlspaces, and basements can be significant, so make sure your foundation has good drainage and provides for control of moisture vapor. SCALE: NTS DON'T: Install or use lunvented combustion equipment. "Ventfree"gas logs, fireplaces, or heaters are not appropriate for an airtight SIP house. SHEET NO.: COVER FILE NAME: J W Az In z I— II 16'-9" W '— n 1_ 11 U a y W I t � W 3 IH III . o III HI � III RH-9 RJ-9 III III III z III III w III III ,� J Ih IN III U c� ,02 „2 � I U SII IIS � I ► I III 2 III RH-8 RJ-8 III Q � — JII III Ps �I — III SIM I I I III kADDRRESS,:1 III West Main St. ord,VA 24141 6 phone 540-267-9988 P6 I H III Hfa0-808-0824 1_ n 23'_1 " I— n III H I fax HI Iu NI y III RH-7 RJ-7 I w II o I u T � I IIII ill Ili � � I II ; I HI III u1 ,Q+ W I II RA-4 II I RB-4 RC-4 1I I II II II I HI I III I I I I ...4/12 I III I RH-6 RJ-6 4 2 �,0 2 _0L . III o III III W I II II " II II t2 II N RH-5 RJ-5 i H I I � 5 IIi III III � 7 I I _ I I I P6 III III III �� � P6 I II I HI Iii iD2 00 , 2 1 sIM I I I RA-3 I I I RB-3 RC-3 —I 7 1 IIi 10-4 S.F. 2x FULL HEIGHT WALL I I I III P6 III RH-4 RJ-4 III w I I I I FOR ROOF PANEL BEARING I I I I SIM I 5 III I II I I II04I HI I II II II II I I III � w H RA-2 II i III III 1 1 I RB-2 RC-2 III I H — I 7 I III III Ps � I--'-i I I i I I III III III SIM C RH-3 RJ-3 II I I I I III .162 10 2 10 2 I I I 1 H H I V) II n III III 111 RA-1 ii IIi III HI 6'-9 " II III III RB-1 RC-1 — a _ I III I I 0 11 - - R III III I :: I I 10 7 T-I 5'-4 " z Q 1 5'-0 " 1 �- :. r -- -- -- -- -- -- -- , r -------------- � W_ I I I I I I i I I I I U r - - - - - - - - - - - - - - - - - - - - - -- -- - — — - - — - - — U- I I I I I I I I I I I 1 W I i i i i i RH-9 i RJ-9 i00 W I I = I I I = I I I I , ry RA-4 I I00 RB-4 I I00 RC-4 I I00 I I I I I I I I I I I i I I I I I I I I I I I D.S. I i D.S. i W I I I I I I I I I i I z I I I I I I I I I I Q D.S. I I D.S. D.S. t i I I I I I I Ps I I I I I I I i I U 1 1 1 i I i I I RH-8 i =1 ; RJ-8 i 00 P6 I I I I I I I I I RA-3 i I I RB-3 I I I RC-3 I 1 I I I 1 U 00 I I I I I i I I I00 = I I I I I I I l W cl� I I I I = I I I t I I 1 I I 1 1 D.S. I I D.S. 1 Q I 1 1 I00 00 C14I 1 I I I I I I I I I I I I I I i I I I D.S I 1 D.S. I I D.S. I ; i ; i ADDRESS: RA-2 1 I I I I I 1 I 1905 West Main St. I 1 I = I 1 I I RH-7 i 1 I RJ-7 I 1 Radford,VA 24141 1 1 I RB-2 1 t I Ps RC-2 I t I I ccccphone 540-267-9988 D.S. 1 ! I I I I I I I 1 I I I I I I I I fax 540-808-0824 1 I I I I I I I 1 www.acmepanel.com I 1 I I I I I I I I DA I I D.S 1 I I I I I I = I 1 I I I I I I RA-1 ; 1 = 1 I I I I D.S I I D.S 00 I I I I I = I I = RB-1 i =I = i RC-1 i =1 ; RH-6 i 1 i RJ-6 i I ^z 1 I 1 I ^ I I I I I I I I I I I - 1 I I I r^w� - - - - - - - - o - - - - - - DA DA � h� RH-5 I I I RJ-5 I r ^ '1L - - - - - - - - - - - - - - - - -- - - - -� I D.S. I = 1 D.S I I o I I o Fid 5 12'-2 " t21c � 11'-11 " 7 i RH-4 i i RJ-4 ROOF A (FLATTENED) 11'-5 " 12'-4 " ; O SCALE:Y4"=1'0° 1 I I I ROOF B (FLATTENED) ROOF C (FLATTENED) � SCALE:X"=1'0" SCALE:X"=1'0" I I I I I ►—� I D.S. I I D.S. I w 1 I I I W I 1 I i I " 6'-44- 1 P6 1 I I = I I = �=) w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I RH-3 I 1 RJ-3 II II I I I i � - - - - - - - - - � It II I I I I V �"'♦ I 1 I I I I RD-1 ; It I I I II 1 II I I I 1 w O I i II P6 II I I I I I I I 1 1 I I I I 1- - - - D.D.S. - - - - - - - -11- - - - - - - -t r` II I o i RF-5 o RF-4 o RF-3 o RF-2 o RF-1 it tO I I I I II 11 M M I i = I I = I 2 I I I II II RH-2 1 i RJ-2 i 1 I P6 RD-2 Ilo RD-300 00 I II I 1 i I I I I I I I I I I 11 I I 1 I I I I II I I I I I t 1 I I I I 1- - - - - - - - - - - - - - -iL - - - - - - J I I I D.S I 1 D.S. 1 II II L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - 12'-1 II I I I r_ 7'—o" 1—g" 1�_ I I = 1 I = J RH-1 I I = I RJ-1 I t ROOF D (FLATTENED) 8'-0- 8'-0" �_Qn 7cc 00 d I I I SCALE:X"=1'0" N 1 I I 38'-9" I I I I - - - - - - - - - - - - - - - - - - - - - J � - - - - - - — — — — — — — — — — — — - - � ROOF F (FLATTENED) 5t�4_D Af�CH,� r n_ n �.rH+�( 5 -7 ' 8'-104" SCALE: -1r0 12'-2 _ , 1 1 " = 12'-4 " 11 -5 " 4 - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IF �I ROOF H (FLATTENED) ROOF 1 (FLATTENED) '�1 13 erE� i 1 11 i) SCALE:Y4"=1'0" SCALE:Y4"=1'0" QF t+ I = I 1 li it PROJECT LOCATION: I I RG-3 II II 00 I I 1 (I I) 7217 Peconic Bay Blvd. I1 II = = Laurel,NY = RE-1 o RE-2 o RE-3 o RE-4 o RE-5 it L - - - - - - - - - - - 1 I I I DATE: -1 D.D.S. - - - - � I 1 II II 30 MARCH 2021 I 1 1 1 II 1 II 2 ; 10i =1 ii Ps if Submission Date I o RG-1 1 I Ps RG-2 11 1 II II Preliminary 12-17-20 Revision 01-05-21 II L - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - I Ps I I I — — — — — — — — — — — — Revision 02-02-21 I I _ _ - - - _ _ - L _ _ _ _ _ _ _ _ _ _ _ _ _ - Revision 03-24-21 1'— 5-9. 1'— Revision 03-30-21 r n r n 81-0. 81-0. r n 8'-0" 14' r_4n n — 38'-9" SCALE. X4 = 1,-0" ROOF G (FLATTENED) ROOF E (FLATTENED) SHEETNO.: SCALE.X -10, , „ P2 of 6 SCALE:Y =10 FILE NAME: DeLannoy.dwg w Z 6 Q I � P6 4 „ P6 V77-7. W WALL G U t U- 01.0-0 O 2 ' � 1. w Q J � U U) Q _U cr- 7 w P6 Q ADDRESS: 1905 West Main St. s Radford,VA 24141 Ps 4 phone 540-267-9988 23'-1 P6 fax 540-808-0824 WALL P wF<n cmepanel.com I II W iiPLYWOOD BETWEEN 2x4s 3 „ . F� , FLAT 2x4a(TYP.) W J4„ STRUCTURAL PLYWOOD x w 2 ROWS OF 8d 12 7 I NAILS O 3' D.C. 101 - - - - - . CIo I I O P6LOLo I I TYP. FOR ALL 2x,% �n 0 00 SIM I 7 3 ROWS OF 8d i P6 NAILS O 3' O.C. `I SIP WALL r ^ �• J I CONT. iY4„x9Y„ LVL, '„ /J¢' .-a w G.W.B.G W.B. FINISH z TYP. B.S. I 0.1 ~ �� M—�N _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ N CONT FLAT 2x80.4 I 2x8 FRAMING O 18'O.C. W/SIMI S.F. 2x FULL HEIGHT WALL PSONHANGERS � )r OSB FLOORING F� PLYWOOD BETWEEN 2xBs PLYWOOD BETWEEN 2x89 F�1 FOR ROOF PANEL BEARING Jr G.W.B. FINISH II � W 6'_9 „ I WOOD TRUSS OVER ,P6 V KITCHEN BUILT B.O. SCALE:X"=1'0" II O 10'-7;' I I F-4 � WALL S a -I Q 10 7 r�� P6 P6 `r SIM 16'-9" 35-114" 4 WALL U ^ a WALL K P6 Lo 6 9 P6 'I a .. 61-0" „ N II „ 44 WALL L II II ��i WALL j II it - H II INI s P6 I N P6 Eg�•. 7'-8 " I 10'-8" I 5-11 12'-4j" I I 4k' C' . cHA(F�`r�l 4jAONUN- 12'-1 WALL W I a II II II I 'I 16'-9" y 12'-6 d 00 II IIN NWALL E n. 6 6 _ N 8 P6 46" TIE RODS B.O. 'b WOOD TRUSS FOR Ps J N III � ANPPPORT. P6 OF N ,t II II hh I VE PROJECT LOCATION: N II INI II I I M 7217 Peconic Bay Blvd. II II INI `� Laurel,NY I I NI 14'-10 " N II CIC1 6 WALL C DATE: II P6 s 30 MARCH 2021 P6 4 ( 35-11 4 " Submission Date WALL A Preliminary 12.17-20 Revision 01-05-21 Revision 02-02-21 7 Revision 03-24-21 P6 WALL PANEL LAYOUT Revision 03-30-21 SCALE:X"=1'0" SCALE: X„ _ 1'-011 SHEET NO.: P of 6 FILE NAME: DeLannoy.dwg W N I � S.F. FILLER ' \ WOOD TRUSS FOR , - - - , \\ W ROOF PANEL SUPPORT I I \ µ U DOUBLE INSET TOP PLATE; / I \ CONT. 3'-0' EA. SIDE OF � N _ J \\ ��- TIE-RODS do STAGGER , _ _ _ \ LL TIE-ROD JOINTS MIN. 24 TIE-ROD p B-2 \ °�* W ATTACHMENT ATTACHMENT ,' (S \\ W LOCATION LOCATION i c \ w F = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' \ x - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ` � B-3 0 , F -I I i t I A-4 - - - - - - - - - � - - - - - - - - - - - - - - - - - - - I 1 I I I I I I I I I o I B-1 1 1 1 16 W - - - - - - - - - - - - - - - - - - rtloc I I I I I I I I I I I I i I DOUBLE INSET PLATE I I 'n I I t f I I ro ,4 W i0p III II =I II I I I 01 1I I `o OD III II 1I 1I A-5 A-6 a) 1 oI A-1 p 01 C-1 iI C-2 U(n I I I I I I I = °) I I I I I I I I I I I 1 I I I I I I I I i -0' U - - -j I I I i 1 I I I 1 ` _ - - _I TOP OF WARMBOARD-PANEL I I 1 I I 1 i t 1 I W 1 I P6 a : I i r I p I e - - - - - - - - - - - - - - - - - - - - - - - - - -���MARM�*�LPANEL- - - - - - - - - - - - - - YT - - -TdPOF�IVI�RMBOARDP�INEL- - - - - - - - - - - -rF - - - - - - - - -II I A-3I M.- I I I I _ I i Q .- - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - L' -1 - - - - - - - - - - - - - - - - - - - - - - - - - - � i ADDRESS: 2—8 5—3 1 » 2'-7 2'-10 " 1'-6R111'-9 " 5'-0 1905 West Main St. 2'-10 3'-2 " 1'-11 " 1'-10 " 3'-2 " I_ » » 3'-2 " 1'-10 " 1 —11 3—2 " 2'-10 " » » " " Radford VA 24141 - 1f - - 81-0. 6'-10 " phone 540-267-9988 fax 540-808-0824 4 ?" 35'-11 4j- 18'-9" 14--10j" www.acmepanel.com 36'-9" 3WALL B WALL C s WALL A SCALE: 1'0" SCALE: 1'0" Ps rw� P6 w V SCALE: 1'0" 7'-0 " 11 "1'-8;. 6'-0 " 11-0-0n w W E-3 �- - - - � / W V3 v{ 1 ~� - - - - - - - - - - I c c c c I f I N - - - - - 1- - - - - r - - - - - r - - - r - - - - - 0-4I I 1 DOUBLE INSET PLATE I E-2 1 r I P6 1 I t `o I I I I I I I I I I I I i I I I I I I I I IL -c' I I I I 1 I vi .11 = ,n I I n I L - - - - I ,� I 1- - - - J I ` I I w AI ` I 1 I i ° v� 1 ` N o� o� I F-1 F-2 1 1 I F-3 F-4 vj 1 vS I I N o I t o I 1 I ' o ' c t o I c I in F-8 rn z r� I 1 1 I c in I in F-5 F-7 I 00 i I D-1 0 0 � I I us I I I j F'6 c i I .- I I I I I I TOP OF I I I I I I �ARMBOARD I I 1 I I pARE� - - - - - I = r _ _1- OFWARMBOARDPANEL- - _ I - - - - - - - - _ _ - - _ __ o - - - - - - - - - - - - - = =jQPOFWARUBOARDPANEL_ - - - - - - - - - - - _ _ _ _ - - c I - - - - - - - - - - - - - - - - - -TOP OFWARMBOARDpaNEL - - - - !- i - - - - - - - - - - - - - - - - - - - -L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V J 1 2'-2 3,-2,, _ 7'-9" 1' 8 " 4'-5R- '-9 " 10 _ 1'-7 —0 ' 2Z 6'-1n' 3-0 —4 1 2'-91- 5-2 - 41 41: I 7'-0- n f n I n 81-0. n 81-o. In 2'-1 " 81-0. 7'-4j- WALL E 4t 58'-1 " 4 " WALL D SCALE: 1'0" 58'-10R" SCALE:Y4"=1'0" 3 WALL F P6 16'-9 " SCALE:Y4"=1'0" 7'-04' 11 "1,—B;- 5'-6 " 11 CHrlt�Ro I n / n l n I a ' — — — 5—5 3—0 » 3—0 3—0 » 3,—OA. I I_ n ,_ n 6'-71 7 ' w 238' �lqt ( 0 1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i - „' 0F So- - - - - - - - - - I i . ;I vS IL = = = = H=B= = = = = � 3 I c c 1 c _ _ _ _ _ _ _ _ _ _ i Ps I PROTECT LOCATION: I r - - - - � r - - - - r r - - - - - � r - - - - - � I- - - - - - -1 I I r - - - - � I 1 I G-1 i I G-2 DOUBLE INSET PLATE 7217 Peconic Bay Blvd. = of II I I II = I I = =co H-2 1r II � Laurel,NY, H-1 H-3 0 -4 at as H-6 H-7 "1 I c - cN ii1 in 0) n n in o = "�' o I I IL - - - - c—II - - - - - - - - - - - -I — - - - - - - - - - - - - - - - -cii - - - - - -II - - - - - - - - - - -II - - - - - -I- - - - - - - - - - - —I'II - - - - - I'II— -- - - - - - - - �'III ' L-n I ' DATE: RCH 2021 J n Date MP� WARMAQE- - - - - - - - - - - - - - AL- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1�POWARBOAPPANEL - - - - - OOF WARM � E_ _ _ _ _ _ _ _ _ _ _ _ _ _ - OP OWARMBOAPEL - - - - - y 12-17-2Ile 0 sio L - - - - - - - - - - -P � 010521 3j" Revision 02-02-21 6'-10 1 1j1'-10&15'-4 5-5 " 2'-6 " 51�" » 1'[1 jj '-10 ' 6'-1 3'—OA- 4'-8 " 1'-8 3,—OA. I 3'-2g- 3'-2 4 » » 4J" 1,—g;-1 2'-10A- 1'-9 " Revision 03-24-21 Revision 03-30-21 7'-30» 81-0" fII 3'_6 ,I 81-01, 6'-7 " I » . 411 WALL J WALL G 58'-6A' SCALE:�"=1'0" F-ETN - 1 -0 SCALE:�"=1'0" 3 WALL H Ps p4 of 6 SCALE: 1'0" FILE NAME: DeLannoy.dwg W Z II h I ROOD FOR U q� PANEL R00F PANEL SUPPORT W DOUBLE INSET TOP PLATE; CONT 3'-0" EA. SIDE OF LL I TIE-RODS STAGGER LL JOINTS MIN. 24" TIE-ROD TIE-ROD .* W II LOCATION�TTION W ��----------- - - - - - - - - -_�-__________________�- __ - - - - - - - - - - - -====max .�I I INSET HEADER B.O. 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WALL U WALL V WALL W 3 WALL X SCALE: �" SCALE: =10 SHEET NO.: SCALE: 4"=1'0" SCALE:X"=1'0" SCALE:Y4"=1'0" P6 " " P 5 of 6 L E NAME: DeLannoy.dwg J w z 4 3/4' STRUCTURAL WALL PANEL fiJ Q 3/4" HARDWOOD FINISHED FLOOR B.O. PANEL FASTENER @ 12" O.C. NI- ----_-T _�--. --- 0TE: 1%6 WARMBOARD-R PANEL B.O. PRE-ASSEMBLE 2x4 I NSET PLATE " CONSTRUCTION SEALANT w - - y SUB-FLOOR � U TO LVL SUBPLATE THEN INSTALL SPLINE - I I %` TJI FLOOR JOI5T5 8.0. LL 000000\90)lON TOP OF FOUNDATION WALL -�� � .. w 14 Ae EXP. FOAM SEALANT CONT. w CARRIAGE BOLT, HEAD CARRIAGE BOLT. SEE DETAIL INSET 2x CORNER STUD O DRILL AND FILL SEAM w/ EXP. MAINTAIN RECOMMENDED PANEL SEALANT B.S. DOWN; 51ZE � SPACING PANEL SEALANT CONT. 8d RING SHANK NAILS MAINTAIN RECOMMENDED FOAM SEALANT AFTER ALL PANELS AS PER UPLIFT CALCS \ 8d NAILS @ 6 O.C.,B.S. /8' SHEATHING GAP ARE SECURELY FASTENED /8' SHEATHING GAP PANEL SEALANT CONT. �--- I Gd NAILS W INSET 2x4 PLATE INSET 2x PLATE z -- - --- - - -- LV U ---- - - L S BPLATE ' - _ . w PRE-DRILL HOLE -_ - FOAM SAFE CONSTRUCTION - U FOR BOLT SEALANT SUPPLIED BY 0 4 STAGGER DOUBLE ACME 0 TOP PLATE OVER _ Q - -- ---- - ° LVL SUBPLATE RIPPED TO 10/4" 8.0. PANEL CORNER INSET 2x TOP o 0 0 _U LLTERMITE SHIELD OVER PLATE 0001 8d NAILS @ G" o.c. STAGGERED 8d NAILS @ G" O.C. POLYFOAM 51LL SEAL B.O. ° ° w ON BOTH SIDES OF PANEL SEAM STAGGERED ON 8.5. OF PANEL 5TANDARDV2" DIA. BOLTS @ ° Q AND BOTH SIDES OF PANEL SEAM AND B.S. OF PANEL ° 24" O.C. AS PER STANDARD ° SUPERIOR WALL DETAIL _L_V1t,_jL1 ADDRESS: 10%4' PRE-CAST SUPERIOR 1905 West Main St. 1 FOUNDATION WALL 8.0. Radford,VA24141 SU PTACE SPLINE DETAIL I NSET 2x SPLINE DETAIL ---- TYPICAL CORNER DETAIL hone 540-2 7-998 phone 540-267-9988 SCALE: I I/2" = I'-0" SCALE: I I/2" = I'-0" 10Y4 fax 540-808-0824 P6P6 P6 SCALE: 1 1/2" = i'-0" www.acmepanel.com 3 FOUNDATION CONNECTION DETAIL cn TOP SKIN OVERHANG, TYP. r,..� w P6 SCALE: I I/2" = I'-0° FOR ALL GABLE OH w V 8d NAILS @ G" O.C.,B.S. INSET 2x STUD w EXP. FOAM SEALANT CONT. 10/4' STRUCTURAL ROOF PANEL 12 EXP. FOAM SEALANT CONT. 10%4' STRUCTURAL ROOF PANEL 12" PANEL FASTENER 12" O.C. 10 12" PANEL FASTENER 12" O.C. w - INSET 2x STUD 12" PANEL FASTENER @ 12" O.C. CONT. 13/4"x9/4' LVL LEDGER 10/4' STRUCTURAL ROOF PANEL w 8d NAILS @ G" O.C.,B.S. [-4 2x INSET TOP SKIN OVERHANG, TYP. 2-10" PANEL FASTENERS 12 8d NAILS @ G" O.C. FOR ALL GABLE OH @ 8" O.C. 2 ROWS OF 8d NAILS @ 3" O.C. - --=- - - - -- -�--- PANEL SEALANT CONT. 10/4' STRUCTURAL ROOF PANEL CONT. 2-2x4 TRUSS COMPONENT 10 12" PANEL FASTENER @ 12" O.C. ° 51MP50N JOIST HANGER THA29, 8.0. 1 0„ ° WRAPPED OVER THE EDGE � TOP OF LVL PANEL SEALANT CONT. - CONT. 2-2x8 TRUSS COMPONENT 111- 000 � 8d NAILS @ G" O.C., B.S. ,% low3 ROWS OF 8d NAILS @ 3" O.C. INSET 2x — Q %" GWB CEILING FINISH w r H 8d NAILS @ G" O.C., B.S. EXP. FOAM SEALANT CONT. \ �'!` INSET 2x STUD L� 8d NAILS @ G O.C., B.S. 8d NAILS @ G O.C., B.S. �\ EXP. FOAM SEALANT CONT. O I N ET x T P E INSET 2x STUD 5 2 0 PLAT E-♦ EXP. FOAM SEALANT CONT. AO� EXP. FOAM SEALANT CONT. PANEL SEALANT CONT. V) PANEL SEALANT CONT. 1 -0 4 %4' STRUCTURAL WALL PANEL 4%4' STRUCTURAL WALL PANEL /" GWB WALL FINISH 43/4' STRUCTURAL WALL PANEL 8d NAILS @ G" O.C., B.S. INSET 2x STUD 5 LL TO ROOF PANEL DET L PANEL RIDGE DETAIL 6 TYPICAL GABLE DETAIL 7 TOP OF W A AI _ - VV - - - PANEL FASTENER @ 12" O.C. EXP. FOAM SEALANT CONT. P6 -0 -0 - -0SCALE: i I/2 I SCALE: I i/2 I SCALE: I i/2 IP6 P6 II 8d NAILS. SEE UPLIFT CALCS FOR SPEC SPACING — INSET 2x STUD --� -- "--- — 8d NAILS @ G" O.C.,B.S. 10/4' STRUCTURAL ROOF PANEL 12 DOUBLE 2x INSET — EXP. FOAM SEALANT CONT. 12" PANEL FASTENER. SEE UPLIFT 12 PANEL SEALANT CONT. — 12" PANEL FASTENER 12" O.C. CALCS FOR SPEC. * SPACING 10 EXP. FOAM SEALANT CONT. 10/4' STRUCTURAL ROOF PANEL PANEL SEALANT CONT. - 10 10/4" STRUCTURAL ROOF PANEL 5�� D AP,0c'111 Fe 4 fr 8d NAILS @ G" O.C., B.S. �� ,� GHAL � r -- - — - -_ INSET 2x 10/4„ STRUCTURAL ROOF PANEL /8 THICK STEEL PLATE. SEE DETAIL GABLE ROOF CONNECTION DETAIL — — 3 n � t'r 12 PANEL FASTENER @ G O.C. McMASTER-CARR /4 HEADLESSP6 SCALE: 1 1/2 - I 0 - 3G” EA. 51DE OF TIE ROD; 12" CLEV15 NO. 9389OA224 j 43/4" STRUCTURAL WALL PANEL O.C. EVERYWHERE ELSE /4'THICK x 2%" STEEL PLATE w/'%6' 0 HOLES � of �� - PANEL SEALANT CONT. DOUBLE STAINLESS STEEL NUTS 8d NAILS @ 6 O.C., B.S. PROJECT LOCATION: -- - --- / INSET 2x STUD 8d NAILS @ 6" O.C., B.S. %4' THICK x 2/" 5Q. STEEL BLOCK wl 3/4" 0 HOLE 7217 Peconic Bay Blvd. - G" PANEL FASTENER @ 12" O.C. INSET 2x %8" STEEL TIE-ROD Laurel,NY \ EXP. FOAM SEALANT CONT. `-- 8d NAILS @ G" O.C., B.S. PTT�YEEL PLATE DETAIL USE ONLY 51MP50N STRONG-TIE DATE: INSET 2x STUD 8d NAILS. SEE UPLIFT CALCS FOR 2 4" 3" 10" 30 MARCH 2021 \ SPEC SPACING FRAMING SCREWS 5DW5 2230ODB `-- EXP. FOAM SEALANT CONT. % 3" 3" 3" 2' ALL HOLES ARE /4" 0 UNLESS OTHERWISE NOTED Submission Date O PANEL SEALANT CONT. 8d NAILS @ G" 0 0 O O.C., B.S. ry Prelimina 12-17-20 I ` 4%4' STRUCTURAL WALL PANEL DOUBLE 2x INSET DOUBLE 2x TOP PLATE FOR WALLS L 0 0 0 0 0 _ 0 0 0 o Revision 01-05-21 I PANEL SEALANT CONT. 1'-0" A � K. NO JOINTS 3G" EA. 51DE OF -N Revision 02-02-21 C EXP. FOAM SEALANT CONT. TIE-ROD * STAGGER JOINTS MIN. 24" 10/4' STRUCTURAL ROOF PANEL Revision 03-30-21 I EXP. FOAM SEALANT CONT. °O X13 „ Revision 03-30-21 4 3/4" STRUCTURAL WALL PANEL N �6 1'-0" Ft 4" 1'-0" 8 FLATOOF CONNECTION 9 ROOF CONNECTION DETAIL 10 TIE-ROD CONNECTION DETAIL SCALE: 1 1 , R 1/ — 1 -0 P6 SCALE: 1 1/2" = P-0" P6 SCALE: 1 1/2" = 1'-0" P6 SCALE: 1 1/2" = 1'-0" SHEET NO.: of 6 FILE NAME: DeLannoy.dwg 1 SIMILAR1 - SK-02 SK-02 i /�--� JUN - 4 2021 1 r-IT ♦esu• as - _ i t�i - -- 12 4 12 • 10 'o ♦• � _ n�aoo #*$lass♦ 12 Fn C? an 60 103A 101A _^ q VERTICAL CEDAR_ - SIDI\IG i SHAKES N ED ARC/r'l D e L a n n 0y Residence CXACF,t� .. � , PORCH ROOF FRAMING TO SIP ROOF CONNECTION SK-011 Of 2 aaea sr "TF OF SO 2 June 2021 CHALEFF AND ROGERS, ARCHITECTS 1514 MONTAUK HWY WATER MILL, IVY 631-726-4477 STEEL STRAPPING CONTINUOUS 2x BLOCKING AROUND EACH RAFTER SIZED AS REQUIRED W/2 - 6d NAILS EACH SIDE RAFTERS @ 16" O.C. SIZED BY ORIGINAL DESIGN ARCHITECT: PAUL CARROLL RICE O NYS LIC. 019694-1 O O i STEEL STRAPPING EACH PAIRS OF SIP SCREWS SIDE OF RAFTER @ 12" O.C. W/2 - No.8 x 1 5/8" SCREWS EACH SIDE \ysER¢o Apt p, DeLannoy Residence `� 0,``°HA444 eFF . SK- 02 PORCH ROOF FRAMING TO SIP ROOF CONNECTION 1 of 2 'TfOFK2 June 2021 CHALEFF AND ROGERS, ARCHITECTS 1514 MONTAUK HWY WATER MILL, NY 631-726-4477 DELANNOY RESIDENCE 7217 Peconic Bay Blvd ARCHITECTURAL ABBREVIATIONS LEGEND � DEL NNOY FRESIDENCE LAUREL, NY 11948 ABBR IDESCRIPTION IA1313R IDESCRIPTION IABBR IDESCRIPTION 7 217 P ECO N I C BAY BLVD AC AIR CONDITIONING F.O. FACE OF R RISER ACT ACOUSTIC CEILING TILE FS FINISH SLAB R= RADIUS EQUALS LAUREL, NY 11948 ADJ ADJACENT FT FOOT,FEET RA RETURN AIR AFF ABOVE FINISHED FLOOR GA GAUGE RAD RADIUS;RADIATOR APPROX APPROXIMATELY GALV GALVANIZED RB RUBBER BASE ARCHITECTURAL SYMBOLS LEGEND ARCH ARCHITECT;ARCHITECTURAL GC GENERAL CONTRACTOR RD,RND ROUND SHEET INDEX PaulRiceArchitecture 45 MAIN STREET @ AT GO GROUND REF REFER TO;REFERENCE ISYMBOL DESCRIPTION STUDIO 1210 E1 AND GFI GROUND FAULT INTERRUPTER REFRIG REFRIGERATOR NO TITLE BROOKLYN NY 11201 ROOM TEL 718 254 9477 T-001.00 PROJECT&SITE INFORMATION BB BASEBOARD GL GLASS REG REGISTER NAME BD BOARD GWB GYPSUM WALL BOARD REINF REINFORCE ROOM TAG:NAME,NUMBER,&AREA T-002.00 PROJECT NOTES,WIN SCHEDULE FAX 718 254 9722 BTW BETWEEN HD HAND;HEAD REVD REQUIRED SF T-003.00 ADA DIAGRAM CONSULTANTS BLK BLOCK HDWR HARDWARE RES RESILIENT I EX'G CONSTRUMION A-200.00 CONSTRUCTION PLAN A-201.00 FOUNDATION PLAN B.O. BOTTOM OF HM HOLLOW METAL RET RETURN EX'G CONSTRUC110N TO BE REMOVED A-202.00 ROOF PLAN BR BRIGHT HOA HEIGHT OVERALL REV REVEAL BOT BOTTOM HORIZ HORIZONTAL RM ROOM •'���7>_> `"`` NEW CONSTRUCTION A-300.00 ELEVATIONS A-301.00 ELEVATIONS BEY BEYOND HT HEIGHT RD ROUGH OPENING �— NEW CONCRETE CONSTRUCTION A-400.00 FOUNDATION 8 CONNECTION DETAILS CAB CABINET HVAC HEATING,VENTILATION Et SCHED SCHEDULE OVERHEAD CARP CARPET AIR CONDITIONING SEC SECTION CAT CATALOG INCL INCLUDED SIM SIMILAR -------------------------- HIDDEN BELOW CBB CEMENTITIOUS BACKER BOARD JT JOINT SLNT SEALANT —-— -—- CENTER LINE CEM CEMENT L LENGTH SOFF SOFFIT CFM CUBIC FEET PER MINUTE LACQ LACQUER SP STARTING POINT CHR CHROME LAM LAMINATED;LAMINATIONS SPEDO SPECIFIED EX'G DOOR CL CENTERLINE LAV LAVATORY SQ SQUARE CLG CEILING LIN LINEAR SS STAINLESS STEEL CLR CLEAR LT LIGHT ST STRAIGHT COL COLUMN LOA LENGTH OVERALL STL STEEL COMB COMBINATION MANL MANUAL STOR STORAGE NEW DOOR CONC CONCRETE MFR MANUFACTURER STRUCT STRUCTURE;STRUCTURAL CONST CONSTRUCTION MARB MARBLE SUSP SUSPENDED 0 DETAIL REFERENCE: CONTR CONTRACTOR MAX MAXIMUM T TREAD A0.0 DISPLAYS DWG NO&SHEET NO THE PROPERTY IS LOCATED IN CP CENTER POINT MECH MECHANICAL TEL TELEPHONE R-80 ZONE RESIDENTIAL LOW DENSITY 2 ACRE CT CERAMIC TILE MID MIDDLE TEMP TEMPERED I D DEPTH;DEEP MIN MINIMUM THK THICK;THICKNESS DEPT DEPARTMENT MISC MISCELLANEOUS T.O. TOP OF DIA DIAMETER MLWK MILLWORK TOA THICKNESS OVERALL 000 WINDOW TAG: GEOGRAPHIC AND CLIMATE CRITEREA: DN DOWN MO MASONRY OPENING TLT TOILET A REFERS TO WINDOW SCHEDULE 130 MPH WIND SPEED, DMPR DAMPER MTD MOUNTED T.O. TOP OF GROUND SNOW LOAD: 20 PSF, OR DOOR NC NO CHARGE TOS TOP OF SLAB;TOP OF STEEL SEISMIC: "B" CATEGORY DTL DETAIL NEG NEGATIVE TR TOP OF REGISTER q WALL TYPE INDICATOR DW DISH WASHER NIC NOT IN CONTRACT TYP TYPICAL DWG DRAWING NO;# NUMBER UC UNDERCUTREVISION MARKER LIVE LOADS 8301.5 OF NYS RES CODE EA EACH NOM NOMINAL UNO UNLESS NOTED OTHERWISE 0 ELEC ELECTRICAL;ELECTRIC NTS NOT TO SCALE VCT VINYL COMPOSITION TILE N0. DATE REVISIONS ELEV ELEVATOR OA OVERALL VB VINYL BASE ENCL ENCLOSURE OC ON CENTER VEN VENEER TABLE 8301.2(1) EO EDGE OF OD OVERALUOUTSIDE DIM VERT VERTICAL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA EQ EQUAL;EQUIVALENT OPP OPPOSITE VEST VESTIBULE EQUIP EQUIPMENT OP'G OPENING VIF VERIFY IN FIELD SEISMIC EX'G EXISTING PART PARTITION;PARTIAL W WIDTH WIND DESIGN DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER GROUND SNOW WINTER FLOOD AIR FREEZING MEAN ANNUAL ENG ENGINEER PL PLATE W/ WITH CATEGORY UNDERLAYMNE FD FIELD DIMENSION PLAS PLASTER WD WOOD LOAD DESIGN TEMP T REQUIRED HAZARDS INDEX TEMP FF FINISH FLOOR P LAM PLASTIC LAMINATE W/D WASHER&DRYER TOPOGRAPHIC SPECIAL WIND WINDBORNE FROST LINE FIN FINISH PLY PLYWOOD WIN WINDOW SPEED(MPH) EFFECTS REGION DEBRIS ZONE WEATHERING DEPTH TERMITE FIX FIXTURE POL POLISHED WC WATER CLOSET 20 PSF 132 mph NO NO NO NO SEVERE 3'-0" MODERATE 15 NO NO 510 52.2 FLR FLOOR POS POSITIVE W/O WITHOUT FLUOR FLUORESCENT PRELIM PRELIMINARY WPF WATERPROOF PTD PAINTED a2. E—I MAP OF SECTION ONE "PROPERTY OF GEORGE I TUTHILL & OTHERS" N/0/F FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY HOMAN REALTY, INC. ON JANUARY 15. 1929 AS FILE No. 861 DWELLING BRAY AVENUE USES PUBLIC WATER N/0/F W RICHARD HOMAN 2 N/0/F 5. 03.21.2023 ISSUED FOR POOL PERMIT & VICTORIA HOMAN CAREY GOLANEC PROJECT NORTH 4. 10.08.2020 ISSUED FOR PERMIT z O DWELLING & PAUL GOLANEC Y ° USES PUBLIC WATER o DWELLING 3. 09.30.2020 ISSUED FOR PERMIT Z z USES PUBLIC WATER ? •� 2. 08.24.2020 ISSUED FOR CLIENT REVIEW Z DWELLING 1. 05.22.2020 ISSUED FOR PRICING �1 W USES PUBLIC WATER NO. DATE ISSUED TO 0W = O Y O LOT 96 8 r �` 0 0 " LOT 85 �-`y z LOT 86 0 o 2 UZ� W FENCE o��O S 9'56'20" E oo Z LOT 97 FRAME BUILDING 2.6'E. �z 464.28' .N UNK FENCE 0.4'N. 0.6'E. �u i`� - P CHAIN LINK FENCE GATE GATE zW U3WN U3 ZZD LID 4Z EZ PROJECT M O Ln; CD O N DELANNOY RESIDENCE 7217 Peconic Bay Blvd Z r (, LAU REL, NY 11948 z mO y J 131'-2" 4 ''� j iff'Hi Ld N o �� fs EE v °• . \ 263'-1° O�si A 0 O en Z N-I'I' s o 255'-1" •�O �J' SHEIETTITLE PROPOSED v I ( o �� l' Z ern co cwn W POOL a °\ �� �z 1.23 S 20'04_50_E 354.4' �� J+ PROJECT �- SITE Fi r i '4' O o dp�. w n O 23�_�—- -—�—- p v, Z m o pati a E" 0P a `�o >' �d d _ _�' w w w w w �� W N > J 25 WIDE RIGHT OF WAY hw 84 INFORMATION p p~' 0,4 FOUND A rD v zw O �� ( IEIy3S..I I •! ! 0 C14 W W LINKFENCE & DIRT ROADWAY Q V'! 2.9-12750" W 98.97 CONIC 004 Emto ZU �Zjz N 20.04'50" W 400.16� s 2925000 R_ GAVE ICE SPHALI. Z o � R � 7°"0 ?ROP05EO1 cry tLJIIB u� �Q U FENCE yUU p �O z&ijma J 6000 0z—� 204.23 � 26 = � � EALAND SIGNATURE DATE LJ $ Z (229.2 ' DEED) o Q7 • r g u f o RED A�C PROJECT NUMBER O N 1ti uW° DWELLING N Z - i O r 41 o t �C?\ J�GARRp�I DRAWN BY ° 1 a NN/R N5NANCNI l � �C� GD LID o °OI� UZIi;VDr Ry I1 41 01 PLLKERMANSHAI1 t �C REVIEWED BY O LINDA PR o SITE PLAN SHEET NUMBER 1 Z 311 1/ W pWEWNG jo N 29.12'50 N/O/F ON 1 � °19s94- OQ� oZ oU KENNETH DENS,T,,N1 Q F NE�� T-001 . 00 0 CAD FILE PaulRiceArchitectua r �I2,3 y :1 NORTH I DELANNOY RESIDENCE 48'-0" 41/ " 16'-0" 41/2" 7217 Peconic Bay Blvd 4'-5 5/8" 4 v ° 11'-17/8" LAUREL, NY 11948 5 11�D GABLE .400 ALIGN r- ----------- ----- T ------------------ I mm I CLO o I I NC= 1 I i ; I MASTER 1 I BEDROOM-2 Paul Ric eArchitecture 45 MAIN STREET BLUESTONE OR 1 11 1, i tis �� I - 16'0"x 12'-2" I BROOKLYN STUDIO ONY 11201 SIMILAR 6 ABOVE I I I FINISHED GRADE I 1 j TEL 718 254 9477 10 66 i I iv FAX 718 254 9722 I 11�E N CONSULTANTS I I I I I I I I I I 5 I I I I I I I 3'0" 5'-15/8"-3 1/ "2'-11 1/2" I N CD � I I _ I BLUESTONE OR - 1 j MASTER ' 4 SIMILAR 6"ABOVE tO6A N BATH-02 23'-1 1/2" FINISHED GRADE M ' 111'-7 1/z1'xT4 1/2" 4 1/ " 6'-0" 4 1/ " 16'-0" 4 1/21, I \ . I v i N �- --------------- -- 105A ----------- 1056 ----------- 105C --- -j POOL � = 30'-0"x 16'-0" I I I :3/4 I v I --- -- - I 41-011 / 3-0 4 31-8 3/4 4 3 10 ' I I I 11 II II 1 II 11 I ! I I I I I _0 I GUEST BEDROOM-02 11 I I - i - I t 115 e•> I - --- 106A --— WALK IN CLOSET � 1 11'-7 1/2"x 7'4 1/2" I I I 6'-0',X 8'-3" 105D i { = _ 1t9A N I 3 I I INGI � I I I I I N I ? I I 6X8 i � I I I I � I j I MASTER BEDROOM j I i I I 3'-0" I 5'1 5/8 f 3 112" 2'-11 1/2" 1 1 '� Ln o0 16 0 X 12'-9 3/4 4 �' I - in I I I I N NO. DATE REVISIONS WEST - - i � I I i � I � _� I � ,� EAST 0 1 ® I I I o I ° ° I N N I o I 1 I _ _ I I - I� ( I MASTER i � T I i EAST HALL I I 1 BATH 1,- - — I v N 119 I i o I 107 ', TV I I oo I O I 6'0"X 16'-4" ^ I N I GUEST 11 \ 14 96 N I BATH 01 , 107A \ I � � r•., 1 114 V ch h I I I \ 1 1 N Fm I N MASTER SUITE SEATING M I .. 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KITCHEN I POWDER I I RM 1 I I 1'----------- I 11 r I - I 1110 100A I ch SHEET Tl�f LE I II I o `" CONSTRUCTION PLAN I I v oij 111111]"1211,1211 TRUE I L- --------- 1Il18 ---i 101C 10ID 101E ---- 0i� ------ -- -� COVEREb PORCH 1s I I I o I 20-0 60� s'-o" I I I SEALANC)SIGNATURE DATE I t 8'-0" I 201.0" I 8'-0" O N ST R U CT I O N LAN \��ER ED A�C PROJECT NUMBER 1 I CALE 1/4" = 1'-0" ,CG 1) G_ p,/� /J DRAWN BY �� GD I 1 �" !) REVIEWED BY .., -----------------J PR 7� SHEET NUMBER 6'-41/2" 10'-3" 12'-11/2" 36-9" 14'-6" 7'-101/2" 0 A-200 . 00 87'-10 1/2" 0F N'r� CAD FILE Paul Ri ceArchit e cture DELANNOY RESIDENCE NORTH 7217 Peconic Bay Blvd 87'-101/2" 21 LAUREL, NY 11948 23'-1 1/2" 48'-0" 16'-9" r--------------------------------------------- I I I 1 - - -- - - - --- - - - --- - - - - - -- - - F 1 i i I I PaulRiceArchitecture 1 i iEDGE OF GABIONSTUDI45 MAIN STREET WALL I I I BROOKLYN ONY 11201 I I I I TEL 718 254 9477 I I I j FAX 718 254 9722 I I 1 I I CONSULTANTS I I I I I I I I j I I I 1 i I I I I C? I I I I I I I N EDGE OF GABION 0 1 i I I I WALL I I 1 1 1 ----------------------------------------------------- I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I j 1 I I I i I I I I I I I I I I I I 1 I I I I I 1 j I I j I I I I I I I I I I I I I I I I I I I I I I j j I I I 1 I I I 1 I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I co I I I I I I I 4"CONC. I I I I 'n I I I I li I PAD I I I i I I I I I 1 I I I I I I I I I I I I I I I I I I I I o0 I I I I I I I I I I I I I I I I I I I o I I I I I I I I I I I I I I I I I co I I I I I I I i I I "' II I I I I I NO. DATE REVISIONS 'VEST o� I 1 I I I I 1 I I I ST I I I� CONC.FOOTING "' (POST ABOVE I I Q I I I I 4"CONC. I 1 1 I II I I PAD ---- I I c� 1 I I I I I I I I I I I I I I 1 I I II I I -----------------------------------------J I I I I I I 1 I I I I I 7'-0" 34'-0" 714" I 1 I I 00 I I I I I I I I I I I I I 1 I 1 I I I I I I I I - I I I I I I I I 1 0 El F-1 I I I I i I I I I 1 I I I i I 1 1 i I I I I I I I I I I I I I I I I I I I i i i i 1 CRAWL003 PACE I I I I I I I I I I 1 I I I I I I I I I 1 �---------------- I I I I I I I 1 I I I I I I I 1 1 0 vo '----------------7 L-------------------------- r I O--+—ACCESS PANEL L-------------------- J I I I I , I I I 9"1 1 I I 1 I I I I I 6'-4 1/2" 1 36'-9" 11 1/2" 1 1 I I I I I 1 1 _J 5, 03.21.2023 ISSUED FOR POOL PERMIT 1I I I 4. 10.08.2020 ISSUED FOR PERMIT ----------- � --------------------- ' -- J i I �— I 1 -- I 3. 09.30.2020 ISSUED FOR PERMIT i 1 2. 08.24.2020 ISSUED FOR CLIENT REVIEW I I 1 I 1. 05.22.2020 ISSUED FOR PRICING I I NO. DATE ISSUED TO 1 1 WATER,NATURAL `------------------------------ I i ELECTRIC N SERVICE --------------- FOUNDATION 1 14"CONC. I L- ---------------------------:--1 1 : I I I 1 PAD j 1 -CONC.FOOTING POST ABOVE II �I _________------CANTILEVERED FLOOR JOIST I PROJECT m TO SUPPORT FIREPLACE 1 ------ I 1 HEART ABOVE CRAWL SPACE I I DELANNOY RESIDENCE I 1 3'0" i 001 0 72117 Peconic Bay Blvd 1 i i i LAUREL, NY 11948 1 1 1 1 I I I r— ---------------- I El I I 1 I I I 1 PROPOSED SEPTIC SYSTEM 1'-0"x 2'-0"8"POURED CONCRETE FOOTING CO SERVICE THROUGH I r---------------------------------- —J CO FOUNDATION WITH j 1 sHEErmTLE CLEANOUT i 1 II oo --- 8"POURED CONCRETE FOUNDATION --------_ -----_ --- _—__----------------------------------------- I FOUNDATION PLAN I 1 - I I � I L- ------------`o ------J---------------------------------------------------I----------------------- ---- 8'-4 ------------------- _J8'-4 1/2" 1 201-0" 1 8'-4 1/2" m SEALAND SIGNATURE DATE I I I I Rc.o ARc PROJECT NUMBER IFJ4GPRRo4:, ,� DRAWN BY I C� G D -----------------------------------� Q ': rl . . REVIEWED BY PR 6'-4 1/2" 10'4" 10'-9 3/4" '-3 3/4' 36'-9" 14'-6" 7'-10 1/2" N -� �� SHEET NUMBER 87'-101/2.. FOUNDATION PLAN -7 01,961,0,96�, 1 '10 A-201 . 00 SCALE 1/4" = 1'-O" SOUTH CAD FILE _T PaulRiceArchitecture DELANNOY RESIDENCE 7217 Peconic Bay Blvd LAUREL, NY 11948 PaulRiceArchitecture 45 MAIN STREET STUDIO 1210 BROOKLYN NY 11201 METAL TEL 718 254 9477 ROOF FAX 718 254 9722 12 CONSULTANTS 1 / 12 i 12 116D 10 105B a10 a � I METAL ROOF ; 12 a4 I td I i% W / / 102A 4 O7 116C 109 �� 101G 101H 103D 105C 105A o� cos O O/ / CEDAR W W W W SHAKES LUESTONE 0 11MILAR LUESTONE OR IMILAR CEDAR VERTICALVERTICAL � CEDAR _ SHAKES V- SIDING IZ- SIDING SHAKES o fV I I I I i I I o I I ' I I I I INE OF THE POOL I I I BEYOND i I I I L----------------------------- . J NO. DATE REVISIONS BACK ELEVATION SCALE 1/4" = 1'-10" 12 12 METAL 5. 03.21.2023 ISSUED FOR POOL PERMIT ROOF 12 113A 12 4. 10.08.2020 ISSUED FOR PERMIT 10� 1046 a10 I I 3. 09.30.2020 ISSUED FOR PERMIT 10 10 a 2. 08.24.2020 ISSUED FOR CLIENT REVIEW 1. 05.22.2020 ISSUED FOR PRICING 12 ' NO. DATE ISSUED TO CEDAR METAFL RO I SHAKES ZPROJECT W W '' '' W D ELAN NOY RESIDENCE 7217 Peconic Bay Blvd C? FF 1o1D o LAUREL, NY 11948 co o 101B 101C 101E 101F °O 1076 1036 103C 110 L 0A W VERTICAL� SHEET TITLE CEDAR CEDAR N SHAKES SHAKES VSR DING L CEDAR LtIUAH SHAKES SHAKES SIDING N ELEVATIONS FRONT & BACK TI- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I -7- - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - SEALAND SIGNATURE DATE ED qRc PROJECT NUMBER '�'�'^ f,'G1\RRp4,� DRAWN BY C� GID Q REVIEWED BY r PR SHEET NUMBER FRONT ELEVATION �'• ,,�; . ':'4, SCALE 1/4" = 1'-10.. 019611 OQ' OP NE 1 A-300 . 00 CAD FILE 7 PaulRiceArchitecture BLUESTONE OR DELANNOY RESIDENCE ' SIMILAR 7217 Peconic Bay Blvd __--_------------ LAUREL, NY 11948 DRAINAGE GRAVEL in GEOTECH FABRIC 6" i'-0" BETWEEN GABION AND � 0 SOIL 29 SQUARE CUT EAVE OVERHANG CONNECTION —GRAVELAROUND :''" `---------------- - DRAINAGE PIPE 611 PaulRiceArchitecture C)--UNDISTURBED SOIL 45 MAIN STREET STUDIO 1210 BROOKLYN NY 11201 GABION WALL TEL 718 254 9477 1'-0"X 2'-0" FAX 718 254 9722 2'"0" CONSULTANTS •y. ATTACH PANEL TO 2x BLOCKING IN WALL r� PANEL W/ SIP FASTENERS @ 10" O.C. : . ' : "' SECTION DETAIL @ TYPICAL UNLESS OTHERWISE NOTED. " POOL PATIO EDGE G �.: SCALE 1" = 1'-0" 5 APPLY FENTRIM IS 20 ' SIP TAPE @ INT. CORNER ' STUFF EXPOSED PANEL EDGE W/ STUFF EXPOSED PANEL EDGE CONT. BEVELED 2x BLOCKING MATERIAL. W/ CONT. 2x MATERIAL. SECURE 1,_0, ?:' SECURE OSB PANEL SKINS 12 OSB PANEL SKINS TO 2x BLOCKING :.'' ;•:`':: TO 2x W/ 0.131" DIA. x 2Y2" W/ 0.131 " DIA. x 2Y2" LONG `'' ''; GALV. NAILS @ 4" O.C. OR EQU. 10 GALV. NAILS @ 4" O.C. OR EQU. 5' 12 .,' 10 1 -- ---------------------- 1'-0" ; ROOF SYSTEM I , 1 , 1 , 1 , GUTTER— NOTE: UTTER NOTE: ALL RED DOTS — APPLY CONTINUOUS -- -"--- - I 1 %" DIA. BEAD OF MASTIC SEALANT FLUSHING 1 BETWEEN 2x MEMBER & PANEL FOAM. ' I 1 ANEL ROOF SYSTEM i i 1 N0. DATE REVISIONS PANEL EAVE CONNECTION DETAIL � STRUCTURAL INSULATED PANELS `------------------------ - ----� 1 SCALE: 1" = 1 '-0" P.O.Box185, 53StowDdve ' West Chesterfield, NH(603) 256-880000 - ' 4 1 1 1 6 1/2" STRUCTURAL PANEL 0 # 13 PANEL TO 1st FLOOR DECK CONNECTION ;o M r O s , O OD 00 ATTACH SHOE PLATE PRIOR TO INSTALLING PANEL INTO PLACE. NAIL 2x SHOE PLATE THRU :.�.:•".r SUBFLOOR INTO RIM BOARD W/ 0.131" DIA. ' x 3Y4" LONG GALV. NAILS @ 6" O.C., PLUS' (3) 0.131" DIA. x 3Y4" LONG GAVL. NAILS INTO EA. FLOOR JOIST. SECURE OSB PANEL SKINS TO 2x SHOE 5. 03.21.2023 ISSUED FOR POOL PERMIT PLATE W 0.131" DIA. x 2Y2" LONG 1/2"STRUCTURAL 1/2"STRUCTURAL 4. 10.08.2020 ISSUED FOR PERMIT " / PANEL PANEL 3. 09.30.2020 ISSUED FOR PERMIT ATTACH RIM BOARD TO EA. GALV. NAILS @ 4" O.C. OR EQU. 2. 08.24.2020 ISSUED FOR CLIENT REVIEW JOIST FLANGE W/ (1) -s` +';' ." 1. 05.22.2020 ISSUED FOR PRICING 0.131" DIA. x 2Y" LONG APPLY FENTRIM IS 20 NO. DATE ISSUED TO GALV. NAILS. `•` SIP TAPE @ INT. JOINT 1ST FLOOR 1ST FLOOR TOE NAIL RIM BOARD INTO 3/4" SUBFLOOR DECKING W/ Y4" BEAD P.T. SILL PLATE W/ OF SUBFLOOR ADHESIVE, ATTACH , ------- 0.131" DIA. x 2Y2" LONG DECKING W/ #8 x 2" WOOD SCREWS GALV. NAILS. @ 6" O.C. @ 6" O.C. AROUND THE SUPPORTED PERIMETER I ; & 12" O.C. IN THE FIELD OF EA. SHEET. ' ' I PROJECT 3 N 3 N DECK SYSTEM - DELANNOY RESIDENCE ' 7217 Peconic Bay Blvd 9 I I I N 1 ' •F� 1• 1 I I 1 " LAUREL, NY 11948 P.T. SILL PLATE I • ' ```�- ' 1 1 c3 ....,. ° = ------ ----- ____-_'POURED CONCRETE ___ 8" POURED CONCRETE - ---------- ----- .::, •o FOOTING FOOTING :. .; W h $„ CRAWL SPACE B„ CRAWL SPACE ANCHOR BOLTS BY OTHERS. sHEErIITLE PANEL CONNECTION o "CONC. PAD o 4"CONC. PAD DETAILS NOTE: ALL RED DOTS — APPLY CONTINUOUS DIA. BEAD OF MASTIC SEALANT - BETWEEN 2x MEMBER & PANEL FOAM. r PANEL SILL CONNECTION DETAIL STRUCTURAL ANEL INSULATED PANELS SEALAhJD SIGNATURE DATE SCALE: 1 = 1 '-0" P.O.Box 185, 53 Stow Drive " West Chesterfield, NH 03466 21_01' 21-0" E[tL-D PROJECT NUMBER (603) 256-8800 1'-0"x 2'-0"POURED 1'-0"x 2'-0"POURED „\c_1 CONCRETE FOOTING CONCRETE FOOTING �G `�� c;\RR04 � �iJx DRAWN BY �* ` C� GD } ti it REVIEWED BY SECTION DETAIL @ LIVING Et KITCHEN SECTION DETAIL @ EAST & WEST WI PR �_. ; �¢ SHEET NUMBER TYP. FOUNDATION TYP. FOUNDATION �' � � - ' SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" 'qJ� 0��69 OF NE�� A-400 . 00 CAD FILE 7 Paul Ric eArchit e cture SEAL : SOF NEw n w C7 PE SO, GENERAL NOTESCD - REFER TO STRUCTURAL PLANS REGARDING DESIGN FOR SOIL STABILIZATION BECAUSE OF THE EXISTING SOIL CONDITIONS. NO GROUND WATER SHALL EXIST WITHIN THE LIMITS OF THE EXCAVATION. NO SURCHARGE DUE TO ADDITIONAL LOADING SHALL EXIST WITHIN 6'-0" OF THE SHALLOW END AND 8'-0" FROM THE DEEP END MEASURED HORIZONTALLY FROM THE TOP OF POOL. S 19'56'20" E POURED CONCRETE SHALL CONFORM TO THE LATEST EDITION OF a �/ ACI 318. ALL CONCRETE SHALL BE 4000 PSI. EXISTING FENCE (TYP.) '' W AT PROPERTY LINES ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615. ALL BAR W W LAPS SHALL BE A MINIMUM OF 40 BAR DIAMETERS. a Z ALL PIPE AND FITTINGS SHALL BE POLYVINYL CHLORIDE, (PVC) SCHEDULE 40 AND ALL JOINTS SHALL BE SOLVENT WELDED. C� rn o ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST EDITION OF THE Z N M 0 NATIONAL ELECTRICAL CODE (NEC). AN UNDERWRITERS CERTIFICATE IS w REQUIRED FOR ALL ELECTRICAL WORK. M ALL WALKS SURROUNDING THE POOL SHALL BE IMPERVIOUS, NON-SLIP, Q, Z AND SLOPE AWAY FROM THE POOL AT A GRADE OF OF 1/4" PER FT. THE SWIMMING POOL SHALL BE SURROUNDED WITH A MINIMUM 4 HIGH 1,31'-2"" FENCE HAVING A SELF CLOSING, SELF LATCHING GATE, OPENING OUTWARD AWAY FROM THE POOL AND AN ALARM IN ACCORDANCE a DELANNOY WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. N -20 MIN. RESIDENCE z �Q � THE SWIMMING POOL SHALL BE CONSTRUCTED IN ACCORDANCE WITH PROPOSED EQUIPMENT THE LATEST EDITION OF THE AMERICAN NATIONAL STANDARDS INSTITUTE ~ W PAD LOCATION (ANSI) "RESIDENTIAL INGROUND SWIMMING POOLS" ANSI/NSPI-5 AND O O W W r CHAPTER 41 OF THE RESIDENTIAL CODE OF NEW YORK STATE. U a C)cy E� w 0 o 0 WATER SUPPLY SHALL BE SUPPLIED BY THE OWNER. 132'-232'-0" 5'-0" 0 v� 0 MIN. 0 0 a PROPOSED _ w w d POOL 0° 7 00 0 0 `- 0-1n 6 w W q w 0 OZ o 01 CP. W 13 It 4t' C 'rr a_t M C•_J'l .1250 W y,C V) � H ��c SITE PLAN - POOL F a Q$, Z o W SCALE: V=20'-0" q_ �y00 La irE`,tlY 1 19-i? F4 U '_ a 0 L . ° OOZ ZZ W WN � � � � W V1C/� � � �a c O • � o z b a ..r: GA 910 ,....l..Wo'tROOq...i. ,L•.dQ...... T-.�.. 4....... q.. L,._L-J •n, .. Q N P. Q THESE PLANS ARE AN PROJECT LOCATION INSTRUMENT OF SERVICE AN KEY MAP D ARE THE PROPERTY OF THE ENGINEER. ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. SEAL : `,°F NEwY O r � A ily � FESSIONP 12" WIDE X 2" THICK 32'-0" NATURAL STONE 27'-0" 5'-0" ? O SQUARE EDGE COPING a ^ PVC BALL VALVE o- - SURROUNDING 6" TILE BAND WATER LEVEL SURROUNDING POOL DECK is-off @ 6 BELOW POOL DECK BY OTHERS BOTTOM OF COPING TOP OF COPING BY OTHERS - - - _- i 00 z UNDERWATER BALL 6 INCH :. ..;;: 00 to - r l VALVE TILE BAND I ® LIGHTS U ® CARTRIDGE 400K BTU #4 REIN. ,:'a4''' �' r7 RETURN2 SEE WALL )o I o FILTER NATURAL GAS BAR (TYP.) %' i''• FITTING (TYP.) SECTION FOR THK. a HEATER ; :'•;• •�..••:, : •, .• � . AND REINF. WALL & FLOOR u POOL MULTIPORT BALL BALL " :...•. . ;. .., W/ � THK. � RECIRCULATION VALVE VALVE VALVE MARBLE DUST p p O 2" 2" PLASTER FINISH W O O O PUMP TO DRYWELL FOR ^ CL a a DRAINING OF POOLuj ~ ►--� co UNION UNION (D N N It :11 GV VGB Z N M SWIMMING POOL FILTER SCHEMATIC - FILTRATION / RECIRCULATIONCOMPLAINT SCALE: N.T.S. SECTION A-A MAN DRAINS ^' M SCALE: 3/8"= 1-0 Z � H � Z � � � M V Z w c) �...� U a Q H TO ELECTRICAL POWER SOURCE a WATERTIGHT RECESSED 4" THICK POURED CONCRETE POOL NOTE: PIPING IS SHOW SCHEMATIC IN JUNCTION BOX MECHANICAL PAD BY OTHERS. SEE NATURE. THE CONTRACTOR IS RESPONSIBLE F' FINISH SURFACE PLAN VIEW FOR APPROXIMATE TO FIELD VERIFY THE PIPE LAYOUT IS NOT 4_7 FINISH LOCATION. KEEP EQUIPMENT A MIN. IN CONFLICT WITH PROPOSED EQUIPMENT 00 BY OF 5' FROM PROPERTY LINE TO POOL RECIRCULATION —� 2" SKM. PUMP W LIGHT HOUSING _ POOL NICHE BY P00� 00 2" M.D. —� " 2" M.D. Q 2 M.D. CONTRACTOR MECH .CONDUIT BY2" RET. ►-- 2" RET. 2" RET. 2" RET. ELECTRICIAN GROUNDING BY UNDERWATER BACK OF ELECTRICIAN LIGHT FIXTURE COPING N FROM FILTER EQUIP. _ r,--^— ----7.— -�: .i-7"-r---• t� ---- ---, ' • -r.-: ----! r- -- i ----------- ,.y -UNDERWATER LIGHTS --.-�_:_' - -�_-_ •_ --y--4--•^.�., z SCALE: 3/8"= 1'-0" �•'': INSIDE FACE OF MARBLE DUST L WALL k' U; PLASTER POOL WALL RETURN Y �••• � � I W N 1 N a �.: PROPOSED STEPS TOP RISER AT 8" .•.. (4) RISERS AT 8.5" (4) TREADS AT 12" :;a ,1 *1... " OINT & SEALANT (TYP.) F o DECK BY OTHERS 0 �' WIDE X 2" THICK �� - � x ��-0„ { URAL STONE i''' � LAN MAIN �:: 3 -6 DRAINS WITH HYDROSTATIC , ARE EDGE COPING �.•• o RELIEF VALVES CENTRALLY d O 1/2" GROUT BED A �� DEEP m a LOCATED IN THE DEEP END, I DEEP •' A BELOW COPING STONE ,� ' r w M EQUALLY SPACED APART '. SHALLOW END o N DEEP END A WATER LEVELZ 'z'6" X 6" FROST PROOF TILE k: •.� U BAND W/ DEPTH MARKERS o �:. • 51-009 .s i W ON POOL PERIMETER I' ' 32'_0" I - (3)#4 BARS I CONTINUOUS ° iy ' ;� U � W v� IN BOND BEAM SHOTCRETE POOL WALL W/ o I I Z a OF POOL WITH 1/2 THK. WHITE MARBLE i• FACE OF POOL WALL , W a W DUST FINISH x'41 I 'J-+ 00 F- P. U I� TIES ® 12 O.C. a y i• BACK OF COPING a 6" TYP. �' #5 STEEL REINFORCING BARS r' % BACK OF POOL WALL 6" MIN RAD. ® ALL FLOOR F: AUTOMATIC SKIMMER a U � C7 O O O SEE ° TO WALL INTERSECTIONS (TYP. FOR 2) W/ VGB REBAR SCHEDULE WALL HT. H < 5'-0" H > 5'-0" I r'�I 0 Z Z z a r EQUALIZER FITTINGS UNDERWATER LIGHT O O a HEIGHT (H) MEASURED w , FROM TOP OF FINISHED .a �:.`. (TYP. FOR 4) w POOL FLOOR TO WATER " >� SURFACE HORIZ. 12 o.c. 8 o.c. i~: °• rTl VERT. 12" O.C. 6" o.c. �'' ' �`�• ::�.:• •-�.:-:��• Q � � Q NOTE: EXIST. POOL SHELL NOTi`_ 1 TO POOL BACK OF 12" WIDE SHOWN FOR CLARIFY. FLOOR 12 o.c. EACH WAY I RECIRCULATION X 2" THICK NATURAL T 2" SKM. PUMP STONE SQUARE EDGE 2" SKM. M O POOL WALL AND FLOOR SECTION REINFORCING COPING p o z SCALE: 3/4"= 1'-0" STEEL SCHEDULE 2" SKM. 2" SKM. u `3� H N p W NOTE: NOTE: POOL WILL HAVE THESE PLANS ARE AN POOL CONTRACTOR RESPONSIBLE AUTOMATIC COVER INSTRUMENT OF SERVICE FOR DEWATERING DURING AND ARE THE PROPERTYOF THE ENGINEER, CONSTRUCTION OF THE POOL ALTERATION OR ADDITION SWIMMING POOL PLAN TO THESE PLANS IS TO OF SECTION SCALE: 3/8"= 1'-0" 7209 OF THE NEW YORK STATE EDUCATION LAW.