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HomeMy WebLinkAbout50481-Z �o'�of Sao Town Town of Southold * * P.O. Bog 1179 oA 53095 Main Rd Ural.� � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46937 Date: 03/27/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 450 Bittersweet Ln Cutchogue, NY 11935 S ecB lock/Lot: 104.-2-7.3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/05/2024 Pursuant to which Building Permit No. 50481 and dated: 03/27/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a front porch and rear deck to existing single family dwelling as applied for. The certificate is issued to: Fred Schoenstein,Kristin Schoenstein Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50481 3/4/2026 PLUMBERS CERTIFICATION: George Berry Jr 3/23/2026 Aut o ' ed S gna ure TOWN OF SOUTHOLD �sufFot,r BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy • o� 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#: 50481 Date: 3/27/2024 Permission is hereby granted to: Schoenstein, Fred 380 Tuthill Rd Southold, NY 11971 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 450 Bittersweet Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-7.3 Pursuant to application dated 2/5/2024 and approved by the Building Inspector. To expire on 9/26/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,453.50 CO-ADDITION TO DWELLING $100.00 Total: $1,553.50 Building Inspector pF SOUI�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 Q11 �Q Southold,New York 11971-0959 �lil'COWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Fred Schoenstien Address: 450 Bittersweet Lane City: Cutchogue St: NY zip: 11935 Building Permit#: 50481 Section: 104 Block: 2 Lot: 7.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Bob Guarriello License No: ME-578 SITE DETAILS Office Use Only Commercial Indoor Basement X Service Solar Residential X Outdoor 1st Floor X Pool Battery Storage As-built Renovation X 2nd Floor Hot Tub EV Charger New Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph boiler gas Recpt 37 Ceiling Fixtures 20 Smoke Detectors 7 washer 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 17 CO Detectors Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures 30 Combo Smoke/CO 3 Transformer Sub Panel 100 A/C Blower 2 Range Recpt gas Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 1 UC Lights 4ft Fridge 1 AutoCover ARC Blower Heads Switches 53 Pucks Lights Dishwasher 2 Mini Fridge 1 GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood 1 Dehumidifier Other Equipment: Notes: HOUSE RENO Inspector Signature: Date: March 4, 2026 Town Hall Annex �q� Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD a CERTIFICATION 1 �Vj Date:_ 3 2 I�Qding Lermit No. _ ,/ (Please print) Plumber: gem V,I T (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumb s 'gnature) Sworn to before me this day of MZ_I r"_�i , 20 90 Notary Public, k-�"sC�� ocity VLCKI.t_BERRY Notary Public-e State of Neiti-York No:-,016E6070081 Qualified in Suff Ik Co my c9mmisslon'Expires pF 50(/1,�°�o TOWN OF SOUTHOLD BUILDING. DEPT. ' °`y o�►�a� 631-765-1802 o � INSPECTION F UNDATION 1ST/REBAR [ ] ROUGH PLBG. . [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [' ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ j FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t5IC1111�1 W& ()wm 0 2� enymv- a o DATE INSPECTOR aOE SO(/lh°lo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ON [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n "kavt Ni Icy ��► .2 ovq �)m.3 5 do c1/l 0w DATE L I INSPECTOR SOUTyO� 570 L!l'7 ee SW e L * # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [. ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .] FIREPLACE & CHIMNEY . [ °] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�4 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [, ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: a (45 se No DATE INSPECTOR ' OF SOUTyo� _tea yOFg r �o �� heyscie�t # TOWN SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ . ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [<] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: -��p(�j •Q DATE 1) aJ INSPECTOR �o�aOE SOUIyO� --— # # TOWN OF SOUTHOLD BUILDING DEPT. "^ouffv, ' 631-765-1802 <'oqt INSPECTION* [ ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] _FIREPLACE & CHIMNEY [ ] FIRE SAFETY_ INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] 'CODE VIOLATION [ : ] PRE C/O [ ] RENTAL REMARKS: ;��u `� CE�l VY41A DATE INSPECTOR = laE SOUTyo<o * 'TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 631-765-1802 �Dqg [ INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT.CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]: ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S � y JID DATE CO l3 Y - INSPECTOR OF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION '. [ ] FOUNDATION 1ST/ R.EBAR [. ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) U4 ELECTRICAL (FINAL) [ ] CODE VIOLATION_ [ ] PRE C/O [ ] RENTAL REMARKS; _ r �eLo� DATE INSPECTOR 1977 Main Road, Laurel NY 11948 CERTIFICATE OF PROJECT INFO: DATE OF INSTALL- 1/15/25 450 BITTERSWEET LANE CUTCHOGUE, NY t 1. r r yn ROOF RAFTERS 2LB CLOSED 4.5 R-30 DEC1 CELL SPRAY zt r 6 2025 ' a� ' FOAM ............................ ......................... FLAT CEILING/ N/A FALSE RAFTERS ............ .............................................................. ............................ .. .. ABOVE GRADE 2LB CLOSED 2 R-14 EXTERIOR WALLS CELL SPRAY 2X6 FOAM ABOVE GRADE FIBERGLASS 3.5 R-13 EXTERIOR WALLS BATT 2X6 ............ .......................-....-----............................ ...... .. FRAMED FLOOR ROCKWOOL 9.25 R-30 i COMFORTBATT ..........................................................•-----..........----.._.._.....-......_.---.....---....... BASEMENT N/A FOUNDATION WALLS .......................--.............. .. - THERMAL/ NO BURN IGNITION INTUMESCENT BARRIER .........................................................................•.......-.............. ---------------... i i WINDOW AND CAN FOAM LOW PERIMETER ALL DOOR FOAM EXPANSION WINDOWS AND SEALANT DOORS .............. ..................................__................__........ ............_............ _ DATE OF FIRE-STOP: 1/15/2025 i }jl K Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ builder,and that the install was preformed in conformance to the applicable codes and or verified by architect and or HERS rater prior to install. DATE OF FIRE-STOP:1/15/2025 , , ELD INSPECTION REPORT _DAV COMMENTS ` FOUNDATION (IST) ----------------------------------- FOUNDATION (2ND) VA uo 01 INSULATION PER N. Y. WtH ^~`~~ °~ LL- ADDITIONAL COMMENTS ¢ ' ..a IS BUI ING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD z � NQV BTaWA Haft`Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 T6160- bne (631) 765-1802 - FAX (631) 765-9502 ;jamesl '(EDsoutholdtownny.gov - seand(ob-southoldtownny-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: � Electrician's Name: p G v9 oz- 2/ License No.: S7,F Elec. email: Elec. Phone No:1516 g%q j RrI request an email copy of Certificate of Compliance Elec. Address.: 'P 408. SITE INFORMATION (All Information Required) Name: Address: c Te 62 lJ F if—T' Lxv, u r� Cross.Street: Phone No.: B1dg.Permit #: O =-J I email: Tax. M,ap,District: 1000 Section: Block: Lot: `7 B'IR EF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: o277o Circle A11 ThatApply: Is job-ready for inspection?: YES, NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On TempInformation: (All information required) Service SizeF_11 Ph F—]3 Ph Size: A # Meters Old Meter# New Service[]Fire ReconnectOFlood Reconnect[]Service ReconnectOUndergroundDOverhead # Underground Laterals 1 `2 H Frame Pole Work done on Service? Y N Ad8itionaF Information: PAYMENT DUE WITH APPLICATION' 12q 5 01l 9151`S rc/N saq 8/ CT m7 A j g T ,- 55 0K- L%5 Z ,IWP-p w-E 1 Zv G a9.� 5 r-o(/ Hf�®�h l Arl1� C/ T 5 c2,4 c -e 17 �T �a Generated by REScheck-Web Software Compliance. Certificate ��� �� �� _��x���h ��� �����)�w���� �-'��xUK'NL�������� NL�� �� �a �� U DD U� ~~~ �~ ~ ~ ~ ��� ~ ~~~~ ~ ~ ~~ -~ �- ~—~ --~ - - �~-- -- -- U� U YY U� U � FEB - � 9O�� v- U-� - �F '8C� ��C���O��2iO Residence ' -- � - �~ ' Energy Code:� 2018UECC Location: Cutchogue, New York ' Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 H0^0,) / Permit Date: 2024-02-02TO5:00:00'OOOZ Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 450 Bittersweet Lane Pned &Kristin5chuenstein Zackerymichn|son Cutchngue' NYzl935 450DitteoweenLn -ZsNDesign [utzhogue. NYzlg35 z25O Evergreen Drive Cutchogue' NYzl935 531.513.6589 ZENicho|son.ARCH@gmai|.cum compliance: Passes Using UA trade-off cumnoance: m.ym Better Than Code mammumuA: zsz vnuruA: 143 Max/mums*ac: 0.40 voursxsc: 0.17 The m Better o,Worse Than Code Index reflects how close m compliance the house/,based vn code trade-off rules. . u DOES NOT provide vn estimate m energy use v,cost relative ma minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each siab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. � Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop.. Req. Perimeter South Wall:Wood Frame, z6'uc 507 21/0 no 0.057 0.050 ao zz Door: Glass Door(over 50%glazing) ` 35 ` 0.310 0.330 zI lI SHGC: 0.17 Window I3: Wood Frame u 0.310 0.320 3 3 s*sc: 0.17 . Window 14: Wood Frame 9 0.310 0.320 s s SMsC: 0.17 ^ Window I5' Wood Frame 9 n.]zO 0.320 3 3 SHGC: 0.17 Window lO: Wood Frame g 0310 0.320 3 3 SMGC: 0.17 Window l7: Wood Frame g 0.310 0]20 3 3 SHGC: 0.l7 Window 1D: Wood Frame 9 0.310 0.320 ] ] SMGc: 0.17 Window os: Wood Frame 15 O.]lO 0]20 s 5 5MGC: 0.17 vVindmwa4��xvnudname 27 0310 0.320 u s SMG[: 0.17 Project Title: Schoenstein Residence Report date: 02/05/24 Datafi|enarne: Page lof 2 Assembly or R-Value R-Val-ue Gross Area cavity Cont. Prop. Req. Prop, Req. :Per ivrieter Window 25: Wood Frame 4 0.310 0.320 1 1 SHGC: 0.17 Window 26:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.17 East Wall: Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 15 16 Window 11: Wood Frame g 0.310 0.320 3 3 i SHGC: 0.17 Window 12: Wood Frame g 0.310 0.320 3 3 SHGC: 0.17 West Wall: Wood Frame, 16"o.c. 288 21.0 0.0 0.057 0.060 14 15 Window 19: Wood Frame g 0.310 0.320 3 3 SHGC: 0.17 Window 110:Wood Frame g 0.310 0.320 3 3 SHGC: 0.17 Window 111: Wood Frame g 0.310 0.320 3 3 SHGC: 0.17 Window 112: Wood Frame SHGC: 0.17 g 0.310 0.320 3 3 Floor: All-Wood Joist/Truss 422 30.0 0.0 0.033 0.047 14 20 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 bulking has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory 14pquirements liste the REScheck Inspection Checklist. Zackery E. Nicholson, RA — 02.02.24 Name-Title Signature Date 'CEF`F_p ARC E. NIC N Z t i~ n41 Sj 0444-) F N Project Title: Schoenstein Residence Report date: 02/05/24 Data filename: Page 2 of 2 SYNBOLIFDEND ZEN DESIGN �'—'� "�"° �� "�• -- 3250 EVERGREEN DRIVE x0voaaq easnxc oaaq CUTCHOGUE,NY 11935 DECK CONNECTION DETAILS PHONE:63.tS 3.6589 WALL i/PE umo _________ppgxul aor yvn.�a.nvrusanaama�oe,mssm.nR�. ».mvMa�ozRaavaArn. emirtuwna IA]tl4 Dm0G] a e.er'•Wr,ne„rvs�w�aei.wu�m —.—•—•— —•— — .—.—.—.--.-0_.—.—.—.—.—.-0 Nv]xam.ld I' � MN'..eaezowna lh M4f4Ro]x � 6 i i D E C 1 6 2025 I N0. ISSUE GATE 1 V,_ 01 PROGRAMMING 092123 02 SCHEMATIC DESIGN I 1022.23 03 SCHEMATIC DESIGN II 1L12.23 1]I]aa 04 SCHEMATIC DESIGN III 1120.23 ----- 05 PERMIT SEi 02.0224 OB REV 1 03.3.24 ( f . 07 FOUNDATION REVISION 0627.24 ,,i%"r•:I r /'+!"+•", +' 09 ASBUILTS•REV2 G5.9L25 m z �f I � � 0 4 I 9 i x Fpl wwEnw.unmgsrzsI.. T �,Tgnr�nvn��P. 51 :I RER, 3ap9 � cusT.pl]t.uivn I 1]I RoaP x— 2 I }" t'ui=`1 SCHOENSTEIN RESIDENCE rmnw uuacnTvmq 1r- 450 BITTERSWEET • `4. I— _—•—•—•—� J I J CUTCHOGUE,NY M35 S.GT.M.R1000-104-02-007.3 D[ I I ctiFcmutux[ SCALE 1Y4--r•- 0o— S F 3. I 0" �e a O ____ DATE 05.3L25 DRAWN BY: U.N. BASEMENT BASEMENT PROPOSED FLOOR PLAN Wgx��xgT>,FD, N A-100 SYMBOL IEGBNO OSmI�E/rm o[rts,oa � ' •�g SfHLmau vvs'I v \ f� �ZEN,DEEENDI 1 � 1 ]]50 EVERGREENbPIYE NOv 000a cmnxa ooaa CUTCHOGUE:NY=31935: FNONE 833:5136589� 0 WALLIIFELFGEV0 0 D.�.,a�•�,w.� a ��a 4 NO. ISSUE DATE OS PROGRAMMING 0924M 02 SCHEMATIC DESIGN I 10,22.23 1 O O O O O O 03 SCHEMATIC DESIGN II S1.= 'A 005 SCNEMATICRMII TS DEIGN III 0�0224 A 05 REVS O O 007 FOUNDATION 003.1&2 R ASBUILTS-REV2 053L22544 SIR 2N O I �Pg , o kln� � 0 •FyEo +t•�i•nnusxawom Oumaonaoa..uuon O O o SCHOENSTEIN ® RESIDENCE 450 BITTERSWEET LN O 5 ® CUTCHOGUE,NY 11935 €12 0 fi SC.T.M.S 3000-MA-02-W73 SCALE ]/4•.11. Ia�m4.•1 ��^"�^°� DATE 053125 DRAWN BY: LEN. FIRST FLOOR PROPOSED FIRST r1- .._ FLOOR PLAN A-101 sttneGLlEcwD Os.0�]maoDwroR � I V ZEN DESIGN 1250 EVERGREEN DRIVE xOv 000R —G—R CVTCHOGUE,NY L1935 PHONE;63LSL3.6569 WALL D9ELFGENO a wnOPwa and w.wl.a x�nP� nsr.)amwmm m.�.wd��mwsw.,ea.wa Rvwa�mvw ���..m�nwe wo�ie.�m NO. ISSUE DATE 01 PROGRAMMING 0924.23 02 SCHEMATIC DESIGN I 10.22.23 r11 -- .0 � 1 04 SCHEMATIC DESIGN 11 SL20.23 - I 05 PERMIT SET 02.02.24 OB Rw 1 03.M24 0] FOUNDATION REVISION 06.37.24 ❑ I ® ® - _ O6 AS GUILTS-REV 2 05.3L25 1 IE.IRA W jt ___ ___7 ❑ :r i I f 1 o a4j, D C 1 6 2025 L-------------- 1 O I I III � I SCHOENSTEIN o ; RESIDENCE 450 BITTERSWEET W CUTCHOGUE,NY 11935 I I ov[x TORE�uw ; S.O.T.M.k 1000-104-02-007.3 I i SCALE: ]/4•-1'-0' I j OAIE 05.3125 I SrxuEEw°u I DRAWN BY. Z.E.N. I I I j I I `------------------------------------------- r----------- SECOND /1 SECOND FLOOR PROPOSED ; FLOOR PLAN I I I I AI A-102 OCCUPANCY OR SCHOENSTEIN RESIDENCE '. 6VVED AS NOTED USE IS UNLAWFUL =:3 a B.P.# 5� �/ WITHOUT CERTIFICATE 450 BITTERSWEET LN — CUTCHOGUE, NY 11935 ZEN DESIGN /553 5� BY: OF OCCUPANCY S.C.T.M. # 1000 - 104 — 02 007.3 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 -CITIFY BUILDING DEPARTMENTAT PHONE:631513.6589 31-755-1802 8AM TO 4PM FOR THE ED '01-1 r)'AnnIG INSPECTIONS: +,-iATION-TWO REQUIRED COMPLY WITH ALL CODES OF These WarsareccDnignted and are sublect to copydgnt 'OURED CONCRETESec.102 aH-FRAMING&PLUMBING NEW YORK S ATE&TOWN CODES - y,ight Act 17US ,ma e`nceelDecemb December dJ n. 3. iivwLATION AS REQUIRE AND CONDITIONS OF C'_Wl A•n.ld-b,1,amenced to the ,a.II an as n.Il as Architectural W.I.C-,glt Pn—tw.Act of 1990.The protecllon lncmdes eu Is not umtea to the oearan r«m as wen as the arrangement aad comp--ion of spaces and elements of design.Urber such vrotection,unautnod:ea use of these Wane. work or home represented,can legacy result in the cessation of 4. FINAL-CONSTRUCTION MUST SOUTHOLDTOWNZBA anatr.otloner Wilding,eel.g sewed ands«munetmy compensatlen to ZEN DESIGN LLC. BE COMPLETE FOR C.O. gp�MT00 PLANNING ALL CONSTRUCTION SHALL MEET THE ® ® ® NO. ISSUE DATE REQUIREMENTS OF THE CODES OF NEW uN TUTO O1 PROGRAMMING 24.23 09.YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC — 02 SCHEMATIC DESIGN 1 10.22.23 DESIGN OR CONSTRUCTION ERRORS 03 SCHEMATIC DESIGN II 1112.23 04 SCHEMATIC DESIGN III 11.20.23 My M 05 PERMIT SET 02.02.24 TRUSS PLACARDING REQUIRED All exterior li ghting RETAIN STORM WATER RUNOFF installed,repl wed or PURSUANT TO CHAPTER 236 repaired shall pnform OF THE TOWN CODE. to Chapte 11172-_ own PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE ��RED ARc CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER �.� E. Nicy , SUPPLY SYSTEM CANNOT PLUMBING PROPERTY I of ATII0KI MAP �� �'�� ors �` EXCEED 2110 OF 1% LEAD. n, z ALL PLUMBING WASTE �-- _ &WATER LINES NEED 'l TESTING BEFORE COVED ' F t �aran� + 04442� OF NE DRAWING LIST i SCHOENSTEIN DWG# PAGE NAME ISSUES 450:tlersweel Ln RESIDENCE 450 BITTERSWEET LN A-000 TITLE PAGE PERMIT SET-02.02.24 ' CUTCHOGUE,NY 11935 f ! A-001 GENERAL NOTES PERMIT SET-02.0224 IL 90 A-002 TYPICAL DETAILS-RISER DIAGRAM PERMIT SET 02.02.24 S.C.T.M.$3000—104—02—007.3 A-010 I SITE PLAN PERMIT SET-02.0224 SCALE: NTS 0.100 BASEMENT DEMO PLAN PERMIT SET-02.0224 e D-101 FIRST FLOOR PLAN PERMIT SET-02.0224 D-102 SECOND FLOOR PLAN PERMIT SET-02.0224 DATE: 02.02.24 , A-100 BASEMENT PLAN PERMIT SET-02.0224 e DRAWN BY: Z.E.N. A-101 FIRST FLOOR PLAN PEPERMITSET-02.0224it t j A-102 SECOND FLOOR PLAN PERMIT SET-02.0224 A-103 ROOF PLAN PERMIT SET-02.0224 .a -.-. 4 r A-200 NORTH ELEVATION-SOUTH ELEVATION PERMIT SET-02.0224 A-201 EAST ELEVATION WESTELEVATION PERMIT SET-02.0224 ` vp TITLE PAGE A-300 SECTION 1 PERMIT SET-02.0224 '►e_ f A-301 SECTION 2 PERMIT SET-02.0224 A100 ENLARGED WALL SECTION PERMIT SET-02.0224 lee S E 100 BASEMENT RCP d ELECTRICAL PUN PERMIT SET-02.0224 I A-000 E-101 FIRST FLOOR RCP&ELECTRICAL PLAN PERMIT SET-02.0224 E-102 SECOND FLOOR RCP&ELECTRICAL PLAN PERMIT SET-02.0224 CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS ® EXTERIOR DOOR SCHEDULE s� SSFlCA110N RESIDENTIAL Na TFE ImTswMb4 Itar'W1ID d =41 htlJES L THE INFORMATION WTITGN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN L RIDGE-70•RAFTER ASSEMBLY: OCCUPANCY CLA - 84saw INTENT AND FRAMING DETAILS THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE 1.1,/4•X 20 GAUGE STRAP SHALL RE ATTACHED 70 EACH PAIR OF RAFTERS IN ACCORDANCE TO D01 SWAG 3a•+6r 1 nv I SOIJDHOVCMW-MJTXLNTAD FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10C COMMON BUILDING HEIGHT EXISTING RIDGE-t28.0'ABOVE AVERAGE GRADE STATE BUILDING CODES THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED fiRslROOR CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. DESIGN CRITERIA CODE 2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE RRS SWAG 6ax6W Leo H7VYL PROW/GLASS `STRUCTURALLY SOUND AND AWEATHERPROOF COMPLETED PRODUCE. 2. RAFTFR-TO•WALL ASSEMBLY: 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 20181RC AND 2017-M SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE DJ1 FWKH 6C+7+o• MD YBVN QAO W/GLASS 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THATALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 33.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 1013 1 SWAG I zdhTO' I reo I SWD MOD W/GLASS EDSIINGNRlWT000R•RRLSED MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,EFG STUDS BELOW,RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE ZEN DESIGN THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.ROOF DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PSF) DECKS 40 1250 EVERGREEN DRIVE 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS,(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE3.3a ATIiCSW/OSRGRAGE SD CUTCHOGUE,NY 11.935 S. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO & WALL-TO-WALL ASSEMBLY.' ATTICS W/STORAGE 20 Q INTERIOR DOOR SCHEDULE PHONE63L513.6589 RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL.SHALL BE ATTACHED WITH UPLIFT ROOF(GROUND SNOW LOAD) PER NYS 30L6 f CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 33b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE ROOMS(OTHER THAN SLEEPING) 40 S12F' IL PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ROOMS(SLEEPING) 30 AO.I TYJE LAy7SLff(Wk1D Ra M1Wb7 Agmu AG713 A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE WRNS ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 B4SDmV/ & REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLYTO FOUNDATION: GUARDRAILS(ANY DIRECTION) 200 TE D&VOLESIOW 4V'x6W 4Wx6'lOW SOW-PAITMW 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE OR BOTTOM PLATE MW 0MSUFSKW 4p+6'W 4VJ•+61ovr SOLD PMMGRAO£ OR EXCEEDS MANUFACTURES SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS STEELSTRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 71NCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.C IDOT DDODESW1MI 4'-0•x6d• 4'r16'IOW SOLD-PAWOR40E Thew Cans ore copydoted and arosub)ect to copyd& S. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT4N ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE,16INCHES IN MASONRY BLOCK FOUNDATIONS,OR protection m on•arctdlectural work•under Sac 102 of the BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 33Q WHEN STEEL STRAPS DOd DODBLESK9,U 4'd'x6'6• A-,6'101/2• SOW-PAINTOR40E CopyrWd Act.17 USD.m amended Decamber 19M and known 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPET)UNDER THE BOTTOM PLATE,31NCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE ID0.5 SWAG za+61r Ar+6'101/r 5iXV-fAA4G2ADE as ANtltectural Wodr Copyright Pmtatbn Act of 1990.The ANCHOR BOLTS ANCHOR BOLTSPACING IS 70 BESPACED AND SIZED IN ACCORDANCE TO TABLE (ROOF•FOUNDATION) AND GENERAL NOTES DOS DOU&ESWAG 60•x66• 6.r+6lOLr SOLD-p"GRADE protection Includes but Is rmtEmlted to Ure mara tam as wO 3.2a IN ADDITION 70 SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM asdw arranpm ctrtb rent and compn of spaces and rMnMds of FOUNDATION NOTES THE END OF A SILL PLATE AND ALL CORNERS NAILING SCHEDULE SEE GENERAL NOTE PAGE ndersuch protection,una destV�Uuthodnd use of d ese plan, S TYPE I EXTERIOR SKEARWALL CONNECTIONS: i>27RGOR rock or home roplmented,cen y- y rmue In the cessation of TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF3&INCH WOOD STRUCTURAL PANEL ON THE D!! SWWG 2?+6 r 2{r+610yr MIXD-PAIMGRRDE centmcOon a buedbrrts b*gsWwd anya monetary L THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH Sd COMMON NAILS AT 8'0.G A THE PANEL EDGES AND 12 O.G IN THE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE D12 DLSFDORIpNO 4•ax66 3;-.6-low comp-d-toZEN DESIGN LLC. DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE FIELD,AND Tj INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R3141RG 2. ALL FOOTINGS 70 REST ON UNDISTURBED(VIRG"SOIL 7'D.C.PANEL EDGES AND 10'O.C.IN THE FOLD SHALL BE IN ACCORDANCE WITH THE LENGTH (SMOKE&CO2 DEFECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R3151RC. SEtiO1DR00R 3. PROVIDE+}'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE315ab. ID21 DMEMSWWO 1 4Wx6Ji' 4VWx610W SAIM-PAAMAE' NO. ISSUE DATE MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE U EXTERIOR SHEARWALL CONNECTIONS: 1= 001MESMW 4a•+6dr 4r+6'10Z'P SOLD-PAIMGRADE 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE D EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15ab TIMES THE ENERGY CALCULATIONS 20201ECC Aw SWAG 2W.6;' 2s+610W SOLD-PAWGMW INSTALLED WITH I6 RE41AR,18'LONG AT 12.O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE SAIL MN DOLMESSIN 44.161W R2•xs1Dx/r SOLD-PAfNTWM Ol PROGRAMMING 09.2¢.23 E UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETETO BE POURED ON 4' 7. INTERIOR SHEARWALL CONNECTIONS: D25 DWMLEAM 4•a'+68' 4trx610W SOLD-PAWT040E 02 SCHEMATIC DESIGN 1 10.22.23 THICK SAND OR GRAVEL FILL WITH Orb WIRE MESH REINFORCING.INTERIOR SLABS M BE MINIMUM 4' ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 314 SHALL BE PERMITTED TO BE D26 Sam zai'+s•9• aw•+smyr SCD•PAIMfRAOE 03 SCHEMATIC DESIGN II 3112.23 THICK ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 81NCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM IS'Dd4'ACCESS OPENING.INSTALL ONE 8)d6 ACCORDANCE WITH 2AA,2 AND 22.4 RESPECTIVELY. OT7 POW 26+6W Ice SOW-PAINTMDE 04 SCHEMATIC DESIGN III :L20.23 CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FTOFAREA. S. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: FRAMING AND FASTENER INFORMATION mn DRZD 51rRea• Arx6low SOLD-PAIMGRAOE 05 PERMIT SET 02.02.24 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN ID2e SWAG zA•x69• 2re'x610yr ^SOLD•PAWTORAW 06 REV RfT G�.RESIDENTIALRESIDENTI CONSTRUCTION CODE ET OVER A"IL POLYETHYLENE FILM SHALL BE APPLIED OV THE ACCORDANCE WITH TABLE 3.6 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFlWNG. WITH TABLE 3S MARK LOCATION SIMPSON TIE 1 INSTALL NOTES SIttN6 zb•+6d' zB'x6f0YY SOLID•PAIMGRADE [�," 1 I" 7 � S DRAINAGE AS REQUIRED BY CURRENT N.YS RESIDENTIAL CONSTRUCTION CODE 9. CATHEDRAL CEILING ASSEMBLY: SWING za•+sa• zaxsl0yr SgD•PA/MGRADE y''�; ILr,� l IVn WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE 1 ROOF RIDGE LSTA/15 EVERY RAFT 20 GA.1 ( F( NOTCHED AND ANCHORED ON TOP OF THE BEAN OR SLOPE CONNECTIONS SHALL BE ATTACHED TO �"x EACHRAFTI9ATO4RI GIE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE FRAMING NOTES RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 2 RAFTER/WALL LSfA/18 EVERY RAFT J2 GA-lr x 16 2 l r� 20�� L ALL FRAM NG TECHNIQUES AND METHODS AS PRESCRIPTIVE DEMON OF CURRENT SBC HIGH WIND 3 WALL/WALL LSFA/21 EVERYSTUD 20GA-l*'x21 O WINDOW SCHEDULE - MAR 2 1 " 2. NNLLEmSSS 01HHON �ERWI iE NONOTTEEDD FRAMNG�"SFRCTION MANUAL RUFRAMINGNG AND STRUCTURAL WOOD MATERIAL TO BE 02+MR DECK & COVERED PORCH NOTES ! �.E BASEW. RSP4-B+M EVERYSTUD 2OGp.2Gj'x47j !A rypE SVL MAPF. LWITwll RaffiW Iy0R5 DOUGLAS FIR. 8. FLOORS,WALLS,CEILINGS AND RAFTERS 70 BE SPACED AT 18.O.C.UNLESS OTHER WISE NOTED. 6 /FOUND 0 ANCHORS 4'd'O.C. ADD AS NEEDED [11 DO(7 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x1D®2+BTA DOUG.FIR. L UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE IS ADO PRESSURE'TREATED LUMBER. ILA! ODIIfZEMAYG FGD z40x6d• WAf/'W.LD6DC EGREti'S INADOW BEARING WALL HEADERS TO HAVE 2 JACK STUDS AND 2 FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL W021 APING I T&D I zaxtw• I NEFrw.NWR ,.3 OPENINGS LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS GIRDERS ON ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT OPENINGS.BEARING WALL WINDOWSILLS SHALL ALSO HAVE(2)WINDOWSILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO ALL.FRAMING TO BE FASTENED IN CONFORMANCE WRH: AwfloOR OPENINGS BETWEEN 4'•1•AND 6101 AND 2X6 WALL OPENINGS BETWEEN S'-11'AND 8%9•.PROVIDE CONCRETE WITH A MINIMUM 7j INCH DA x T LONG ANCHOR BOLTS AND WASHERS AND NUTS. IRC CODE-2020 Wii C45o M sd• ab•+z4• rBBIrIKNWR FIRE STOP AND BLOCKING WHERE APPLICABLE 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12d2x12 THICK CONCRETE FOOTINC>_USE TABLE R602.3(1)•GENERAL W!2 r,LIgOp zs a6xzs WITmyWnOR S. ALL FLUSH BEAMS/HFADERS TO BE INSTALLED WITH HEAVY DEITY GALVANIZED HANGERS AND A MINIMUM CIA x 8-LINO ANCHOR BOLT WITH WASHERS AND NUTS. TABLE R602.3(3)•SHEAMONG ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOSTS. FOOTINGS SHALL BE 3 FT. W19 Gls> �' as+� 'oKttGR TABLE RSO2X9S)-FRAMING•ROOF W1 OLSOMfM ire• T6iz8 WTR7yW.1DRR. S. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER BELOW GRADE PORCHES WITH COVERED ROOFS SHALL HAVE 12"CIA CONCRETE PIERS FOR THE BATHTUBS.FLOORS TD HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD Gam ' PER SPEC 1609.L7.-20201RC 4 NYS 2020 SUPPLEMENTAL DESIGN• WIG c4snow .PIS' 2sxzG "wil(FAM 4. DECK JOISTS TO HAVE BLOCKING AT 8'G-OP-CAPACITY UNLESS NOTED MI PLANS. WIND SPEED 15130 MPH W16 CGSIE LV7 I . a6xza m9uyw.w#R �R E D q�y S. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER.7. PROVIDE(2)ER/4'ACCESS MENINGS UN(HEIGHT TO MATCH FLOOR PICAL)AROUND STAIRWELL - Oil fASMIFN/ Fa• 1%xz6' WJDYW.NWR AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(IYWCAL} LEDGER TO BE FASTENED TO BUILDING WITH}WCH CIA.BOLTS WITH WASHER AND NUTS WHERE 'C CL- NEEDED. LAIR CISBImY7 'M. 26xz4• WMDYENAM S. WHERERSRUNNIL UNLESSOHERWIS NORM ESUPPORIEDBYDOUBLERAFIERSONETIRERSIDE NAILING SCHEDULE E. N & CONCRETE PIERS SHALL BEAMINIMUM 6'MOVE GRADE WJ9 L:ISBImVT 66• ae'+za' Wvmyw eRIR `, WHERE APPLICABLESLOCABLEUNLESSOTH FLOOR 019M JCL' ' 9. PROVIDE BIACKINQ/BRIDNGING IN FLOOR JOISTS AT e'G'O.C_16E SOLID BLACKING M FLOOR J01515 7. ALL 101575 TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS EACH JOISTSHALL ALSO BE rASONBYl 3rd• 26x3K' W9t6YW.NWR V � '7O t+" UNDER ALL BEARING WAILS. ANCHORED TO GIRDER(% ROOF FRAMING:PER 20201RC-CHAFFER S Cl�IR7Vf z6' 2sxzs rmWw.eaoR �' 10.PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS,INSTALL DRAFT BLOCKING AS S. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL WALL FRAMING:PER 2020 IRC-CHAPTER 6 CITDmVl z4• ?6x3r6' Wsryw.NWR NEEDED. IBUILDING. FLOOR FRAMING:PER 20201RC-CHAPTER 6 LL ES UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM+]'THICK,4 PLY FIR COX ROOF SHEATHING:PER 2020 IRC.CHAPTER 8 501011" ' EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS PLUMBING NOTES cEILINTi SHEATHING.PER 20201Rc-CHAPTER 8 W0 AWMAU Ar 28 rBOrW NOR. . 12-UNLESS OTHERWISE NOTED USEr THICK T&G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR WALL SHEATHING,PER 20201RC-CHAPTER 7 K27 AWAFMI l a' 28.2'r www..NWR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED FLOOR TO BE INSTALLED FLOOR SHEATHING:PER 2020IRC.CHAPTER6 ♦t AM OVER SUBFLOOR AS PER MANUFACTURES INSTRUCTIONS. L ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.YS RESIDENTIAL W 4 VOLELEDOLME/AWd rlr �x6'W �YW UM Awwwxxw 13.ALL BATHROOM WALLS TO HAVE 7f THIC(MOISTURE-RESISTANTSHEEITROCK GARAGE WALLS AND CONSTRUCTION CODE IY14 ODUBlEMWO 2rP 4,w•+sr WsrDYW.rWR fGRESSWA'AOW CEILINGS AND OVER FURNACE TO HAVE ITHICK TYP6•X SHEETROC.ALL OTHER PARTS OF BUILDING 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL W25 Mw 16Jr I1r jur IMTIR satyr. f 3. IF WALL STUDS,PLATES OR JOIS75 ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED WTG D%W XW 2W 2Sx6VW ROFMMWR EGRfOWWDOW .� TO HAVE REGU1jdR7f SKEETRocK.ALL WALLS-TO BE TAPED AND FlNWIED. WORK PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE VERIFY W27 AWING 31W -W12W WMWWM 044423 F';t 14.ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER DR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND W N AIWMAG r 3 Arxza VBWW.XWR.5 9 T O APPROVED EQUAL FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS F � TORCH DOWN TYPE MATERIAL OVER. I lop NE 16.BE ALL ALLOEDWRH FOAM� IN CONTACT GASAI(E�T AND CORN-7FX TERMITE SHIELD OR APPROVED EQUAL H VAC NOTES WITH CONCRETE M BE PRESSURE IRFAMED.SOL PLATES SIEA7HIN0 LOCATION NPANELE GES NAILS RESIN AT INTERMEDIATE SN17WYf/ DDiayW . PANEL EDGES SUPPORTS IN THE PANEL FIELD 4'PERIMEIFP Bd COMMON 00'OP- Bd COMMON 0WO.D. SCHOENSTEIN ELECTRICAL NOTES L MECHANICAL SUBCONTRACTOR m RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND EDGE ZONE �,uo�uacsx�uwtT�wtm��cexsa�mm een�ie G�OooEgx�nct��a SAFETY REQUIREMENTS INTERIOR ZONE Sd COMMON®B•O.C. 8d COMMON 0Ir O.C. �E"a�a °'�6���*'°"x�•�"'� RESIDENCE 1 ALL ELECTINCAL M BE INSTALLED AS PER N.YS RESIDENTIAL CONSTRUCTION CODE 2 HVAC SUBCONITRACTOIt IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE GABLE ENDWALL RAKE 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. EQUIPMENT SUPPLIER. AND BANE TRUSS ee COMMON®4.O.C. Bd COMMON®4.0.G 450 BITTERSWEET LN 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O1A NEC. 3. GHVACENE SUBCONTRACTOR AN PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE CUTCHOGUE,NY 11935 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DEIECTORS THROUGHOUT AS PER SECTION OENERALCONTFIACroRANDOWNFRFORFlNALREVIEWANDAPPROYAL WALL SHEATHING REQUIREMENTS FOR WIND LOADS R314 AND R315 OF FRG HEADER CHART ENERGY NOTES SOIL NOTES SHEATHING LOCA71ON NAIL EL EDGESCING HALL ORES IN THG AT E PANEL FIELD S.C.T.M.N 1000-104-02-007.3 PANEL EDGES SUPPORTS IN THE PANEL FIELD HEADERS (2)2x6 (2)2x8 (2)2x10 (2)2x12 4'EDGE ZONE ea COMMON®6.O.G 84 COMMON®32.O.G SUPPORTING: CAN SPAN: SCALE 1J¢°�1'-0" L THIS DESIGN COMPLIES WITH THE 2018IRC ENERGY CODE AS A PRESCRIPTIVE DEMON. L NEW FlLLTD BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS INFERIOR ZONE 8d COMMON®8.O.G Bd COMMON D 12.O.G 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 20181RG PRIOR TO FILL REMOVE AND ADD ADDITIONAL FRLAS NEEDED. ROOF ONLY N TO 6' 6'TO S' 8'TO 10' 10'TO 12 DATE: 03.18.24 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM D 1657).COMPACT THE SOIL AT 12'LIFTS(TYPICAL}CONTRACTOR TO HAVE FILL TESTED BY A 1 STORY 4' W TO 8' W TO S' a,TO 10' FIREBLOCKING NOTES DO NOTSIONALAGENCY FIST FLOOR DEC 3 DO NOT BACILFlLL UNTIL FIRST FLOOR DECK CONSIRUCTION,INCLUONG SUBFLOOR 6 COMPLETE DRAWN BY: Z.E.N. STORY - 4'T08' 6'T08' FIREBLOCKING REQUIRED-BY CURRENT NIS RESIDENTIAL CODE OTHER NOTES FlREBL.00 KING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND NOTE HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP FOR SPANS OVER W WIDE HEADER REQUIRES 2•MINI SOLID STORY AND THE ROOF SPACE FIREBLOCKING SHALL BE PROVIDED IN WO0D4RAME CONSTRUCTION 1 BEARING AT EACH END DOWN 70 FLOOR OR BOTTOM PLATE THE FOLLOWING LOCATIONS L PROVIDE{'TYP6X SHEETROCI FIRE STOPPING AT ID'-0-MAXIMUM DISTANCES FOR NON Tj-PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4 L GENERAL NOTES IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. OR 2X6 STUD WIDTHS. CEILING AND FLOOR LEVELS CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT FIREBL.00KED AT INTERVALS NOT EXCEEDING 10 FEET.BATES OR BLANKETS OF MINERAL OR WITH ACQ. GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL I.002 DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR ROWS OF STUDS OR STAGGERED STUDS. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT MYS RESIDENTIAL CODE GROUND WIND SEISMIC FROST WINTER ICESHLELO Fl.00D 0. TAT THEHE FREE E PASSAGE OF FLAME VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNREQUITED A-00:1 THE FREE PASSAGE OF(TAME AND PRODUCTS OF COMBUSTION. LOAD (MPH) DpTE00(RY DEPTH. TEMP. REQUIRED HAZARDS 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. 20 PSF L70 B SEVERE 3 FT. smovuFE Otxmr1D 11' NONE RESIDENTIAL CODE TO MW MODERATE - 2ND FLOOR WALL WALL STUD ANOW KING STUD METAL STRAP ARM BOARD SILL PLATES) 1ST FLOOR WALL NEOPpENEGASKET--�� '� CRIPPLE STUD WOOD JOIS -- FOUNDATION ROOFJACK� nw \� HEADER - - ZEN DESIGN STRAPPI STRAPP NG TO NG TO BE ATTACHED TO WALL STUDS®48' GIRDER/HEADE ` I BE ATTACHED TO WALL STUDS®48• OC AND ALL WINDOW/DOOR OPENING JACK STUDS t \ \ JACK STUDS 1250 EVERGREEN DRIVE ROOFING LAPS FLASHING OC AND ALL WINDOW/DOOR OPENING JACK STUDS CUTCHOGUE,NY 11935 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AT SIDES AND TOP PHONE: UE,NY31193 SPLICED JOISTS OVER HFADER/GIRDER FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 4'-8' LSTA36 1.1/4°x36'18ga.STRAP INSTALL 4'O.O-C.AND JACK LOCATION USP NUMBER �ACHGtREA, RITICATION FLASHING LAPS ROOFING— 4--8' LSTA24 1-1/45124.20ga.STRAP INSTALL 4'0'O.C.AND LACK STUDS ON ALL OPENINGS AT BOTTOM \ STUDS ON ALL OPENINGS JOISTTO RTSO OECT TO B'-16• LSTA48 1-1/4'x48.10gp.STRAP INSTALL 4.0'O.C.AND JACK GIRDER/HEADER 157 OALLOPENrINGSIRT30RRT-7 MBERFi-1V/E4'x1T ESCRIPTION APPLICATION 8•-14" LSTA30 1-1/4'x30.18ga.STRAP INSTALL 4'0°O.C.AND JACK STUDS ON ALL OPENINGS STUDS ON ALL OPENINGS Al2 20GA.STRAP APPLY TO EACH JACK STUDROOF JACKS&VENTS DETAIL OWN ANCHOR APPLY TO EACH CRIPPLE STUD 14'-16• LSTA36 14/45t36'18ga.STRAP INSTALL 4'0°O.C.ANDJACK These0ans are upyriglted and are subject to copyright STUDSON ALL OPENINGS protection as an•rthlteetumlweW under Sec 102 of the Co pyriOil Act,17 U.S.C.US as amended December 1990 and knovin as Arehltecturol Wons CD;yrig+t Protection Act of 1990.The protection Includes but Is net llmlted to the overall form as well as the erroogement asd comPos tico of spaces and elements of design.Under such protection,unauthorized use of those plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary campensatlon to ZEN DESIGN U.C. NO. ISSUE DATE 01 PROGRAMMING 09.2423 RIDGE CAP OF SAME DEL SILL PLATE TERMITE CONC.SLAB 03 SCHEMATIC DESIGN 11 11.1223 R ENDWALL FINGL X SHIELD SILL GASKET 6 MIL POLY ROOFING NAILED TO GRANULAR FILL 04 SCHEMATIC DESIGN 111 112023 SHEATHING ANCHOR BOLT EMBEDMENT: 05 PERMIT SET 02.02.24 THROUGH VENT POURED CONCRETE:7• SIDEWALL WOOD JOIST BLOCK WALL WA 15' TYP.CONC.END.DAMPPROOF USE WITH 3x3 SQUARE WASHERS EXTERIOR 6MIL POLY ON EXT. FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER WOOD JOIST RAFTERS (USP LBPS58) 1ST ADSS HOLD DOWN ANCHOR CONNECT TO SSIDE OF ALL CORNERS KEYWAY FOOTING. TO FOUNDATION W/ANCHOR BOLTS ANCHOR SOLT CONNECTION FOUNDATION DIA ANCHOR BOLT ALL101ST5 CONNECTED TO A FLUSH HEADER TO BE SUPPORTING MAXIMUM SPACING REINFORCING BAR 2NO ADS5 HOLD DOWN ANCHOR CONNECT TO I SIDE OFALL CORNERS SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, PRE-MANUFACTURED KEEP SHEATHING SILL PLATE TO FOUNDATION SSTORY 72'OC DRAIN TILE 'ON BOTH BOT.PLATE OF 2ND FLOOR SET FIR JOISTS APROX.a HIGHER THAN LVL HEADERS TO RIDGE VENT FOLDS MIN.1.1/2•FROM (CRAWL SPACE OR FND) AND TOP PLATES OF 1ST FL CONNECT ALLOW FOR SHRINKAGE&REDUCE BUMP OLRS. OVER RIDGE TO PEAK 70 ALLOW SILL PLATE TO FOUNDATION 2 STORY THROUGH THE FLOORS TO EACH OTHER CONFORM TO SLOPE FREE AIR PASSAGE (CRAWLSPACE OR END) 36,OC W/THREADED ROD. OF ROOF TYPICAL CONC.FOUNDATION APPLY PILASTERS WALL BOTTOM PLATE TO 1.2 STORY 57,OC WHERE NEEDED FOR STRUCTURAL BRACING. FND.(SLAB ON GRADE) MAIN HOUSE WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.1609.1.2.20151BC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACTGLAZING) �FLF-D A ROOF 4'rHRUR17OF(T 4'THRU ROOF(! 4'7HRUROOF F! WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITHA C C, L. I I I I I I MINIMUM THICKNESS OF&AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO �� fv, ' STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO S. ,V,CyO T� NEW BATH NEW MASTER BATH 2V I 2V --_--- 2V ---- ------ DOORS.SHUTTERS MUSTBE MARKED FOR WHATOPENING IT ISTO COVER HARDWARE ' -'-- MUST ACCOMPANY SHUTTERS FOR .14.0E N.Y.S.RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGNFRESSURE ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE ALL PANELS MUST BE CUT TO SIZE Q• � _ AND READY TO USE O"ANY NEW WINDOWS AND - ---- F R INSTALLATION. NQ Z 11V211 I lAV JAVj O O O 0 $ 4 O O O O O A ;W.G 1 ' 'TUB I WASH SECOND FLOOR - SHWR; SHHY7 ` MACH .' g FASTENER TYPE SPACING: j i s� O 4 4 Q 23 1' 2' 2' I y 2ryy fj b i ,I No.8 WOOD-SCREW BASED 16'O.C. o o o 0 0 o q�"F `l0 Ji 2 r !!:_:::__:_,:_:_::_::� EMBEDMENT LENGTH. _. _ I j ! ! �F N�� I !' No.10 WOOD-SCREWS BASED 16°O.C. ! BATH2 - ANCHOR WITH 21N. BATHI NEWIOTCNEN r- :1 li EMBEDMENT LENGTH O O i O b O 7 0 SCHOENSTEIN �___ - c-- .r__.._ ____ __.____._._---.-__-_______._ BASED 6 O.G DIA LAGSCREW. ! _------_------------------ —_______.__�+ ANCHOR WITH 21N. j ! i l O` ;O 1° EMBEDME LENGTH. : I RESIDENCE NT i ! i 450 BITTERSWEET LN =�2V Sy2V J!V2V 1112V 11/2V 0 CUTCHOGUE,NY 11935 o o tj o MY JAV JAV JAV 0 OAJ. ou i ! ,o 'K'C TUB wG i }'APA RATED SHEATHING 20 OF#2 STUDS ! S.C.T.M.#1000 104—02-'007.3 ISTFLOOR SAWR Syr OW. gyp/R jj GRADE PLYWOOD j i !i (ALTERNATIVE:y�'OSJ3,) j t i ! J'APA PLYWOOD SHEATHING Off- j 0 t 00 i O j O SCALE: N.T.S. r r r r 2• ; 2 0' L_ ___-._-___-__._ WINDOW SILL ! i i cD r ! ! DATE: 02,02.24 TO APPROVED SANITARY 4' 3'11,/2V 3' ! DRAWN BY: ZEN. DISPOSALSYSTEM O O i o b i o ! 0 u0m, FASTENER TYPE SPACING: i BASEMENT Na.B OR WITH 19 BASED B.o c. ANCHOR WITH 21N � I TYP. WINDOW OPENING EMBEDMENT LENGTH O O ! OQ O ! O TYPICAL DETAILS 2°W No.10 WOOD-SCREWS BASED W D.C. _-__-_-___ _------_-----.____.__: O O L_______-__----__-._-_-________- Co. PANELSPAN VECTOR i EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 21N RISER DIAGRAMS PUMP g• EMBEDMENTLENGTH i }'DIA LAGSCREW BASED 16.O.C. O O OI 0 O ANCHOR WITH 21N EMBEDMENT LENGTH. MULTIPLE PLYWOOD DIAGRAM ASSEMBLIES(2)2x4 DF#2 &RISER STUDS CONNECTED TOGETHER O O SCALE NTS WITH STAINLESS STEEL OR GALVANIZED BOLTS W/WASHERS AND NUTS @ A 2'-0.O.C. • • S. 66°22'50" W. 183.36' f ZM DESIGN O I I O =501LVEMMEN10MVE ICUTCHOMI,W 2M35 O O N I I N PrrD cs3� B�s5B9 ,yblecGnnas ar'HRcalte6bm7 sso}Avnmbfsoc1212»¢tee �rnaet�n s�msn.��®mm��.ebtu��c�. R6Arce7letvn.7 MmtM6:ug7t�tYtetbtiofAtb66H50HTbe 1pa9t:blbn Y[vaod6S1e161mitll�YtQS1ffimmil0lalmil599h11 �ihe btmnjl¢»>Btllkrt2mml[�MCSpte5ed69enle%mod! *n1g. &niledEffdbSmeRtl 6WNN�S. tr-f—a��a.� as+ar+�sue nneec�s�vonal t®{IEtysftl✓mfmZtufsF'cteri t cc. cq NO 24.3' a1 IPRD3iRAltWNG [09:24 (02 SCRER1M. CfDESIGNl ==-MMa� (03 50}HEINANIC@ESIGN911 M (04 SCHEMA7TCOESIGull =OW �? EXISTING r0S Fowl-,;T ==ffA cmGARAGE �--PROPOSED DECK �- 650 SF PROPOSED ADDITION I25' 422 SF 82.5' 75.8' - 50.3' in EXISTING in M TWO STORY DWELLING o PROPOSED BASEMENT ENTRANCE s 702' 32.1' ai ri 11.1' 62.9' 10.0 5��R0 � � MEN PROPOSED ADDITION I 25 SF RESIDENCE 45DMl fERSVVEMl,N PROPOSED FRONT PORCH CUTCI OGLE,NYA1935 I 50 SF I S.C.T.M.'#lDDD•-:W4--Z2• §7a LU SCALE; 3XZ32'�lkl OI 10 - - O 0 O IRATE �a2 L I 0 DTAWN BY.Ln t NI IN to z Ski lE FG1�'I I I N - - - - - - -t - - - - - - - - - -1 A-40, 1Q N. 66°22'50" E. BITTERSWEET LANE 183.36' t SYMBOL LEGEND ZEN DESIGN 1250 EVERGREEN DRIVE DEMO DOOR EXISTING DOOR CUTCHOGUE,NY 11935 PHONE:631.513.6589 WALLTYPELEGEND These plans ore co hltected l work' are subject to 102copyrightth protection as nc'srckitectural xork'untler5ec.102 Of the -------------- DEMO WALL Copyright Act 17 U.S.O.ss amended December 1990 and know —'---'-------- as Archlter.urel Works Copyright Protection Act of 1990.The protection Includes but Is not limited to the orerall farm as well EXIST.FOUNDA71ON WALL as the arrangement and comoosltlon of spaces and elements o design.Under such protection,unauthorized use of these plans, NEW FOUNDATION WALL "--- work or hone represented,can legally result In the cessation of construction Or buildings being selaed and/or monetary compensation to ZEN DESIGN LLC. EXISTING STUD HALLS NEWSTUD WALLS i ------------------------------------------------------------------ I 1 NO. ISSUE DATI 01 PROGRAMMING 09.24.2.- 02 SCHEMATIC DESIGN 1 10.22.2: 03 SCHEMATIC DESIGN II SL12.2. 04 SCHEMATIC DESIGN 111 11.20.2- 05 PERMIT SET 02.02.2- i i i i 1 1 I 7 ----------------- I ------------------- I I 1 ----------- -- c SEPTIC EXIT POINT E.Nicy,v' %� UNFINISHED ❑❑❑ Q� ♦� ► BASEMENT Q O LAUNDRY fv Z • � UP L -J s� 044421' jl I o { TF OF N V4 y d I H STORAGE J L_J — — SCHOENSTEIN — — — F o 1 — — — — — — F_� --- — F RESIDENCE 450 BITTERSWEET LN L_J L J CUTCHOGUE,NY 11935 L—_J L__J ; r up S.C.T.M.8 1000-104-02-007.3 ELECTRICAL LINE SCALE: 1/4"=1'a_ st Rio i UNFNISHED �a BASEMENT DATE 02.02.2 DRAWN BY: Z.E.i — -------- -- 1 - - -- --- - BASEMENT 1 BASEMENT EXISTING - - - - -- - , DEMO PLAN D-10C t SYMBOLLEGEND ZEN DESIGN 1250 EVERGREEN DRIVE DEMO DOOR EXISTING DOOR CUTCHOGUE,NY 11935 PHONE:631.513.6589 WALL TYPELEGEND These elms am copyrighted ar10 ore subject to proteAlonos pn'nrphiteplural worts 102 of the under Sec.102 of Ne ------------- Copyright Act.17 .3s amend m ece er an o DEMO WALL ----------'-- as Architeaural Works Copyright Protection Act of 1990.Th' protection Includes but Is not Ilmlted to the overall form as we UIST.FOUNDATION WALL as the arrangement and composition of specee and elements design.Under such protection.unauthorized use of these plan �---, work or me represented,ranlegallyresut cessation. NEWFOUNOARON WALL contraction or buildings being salted and/or monetary, j compensation to ZEN DESIGN I.I.C. EXISTING-min yYALlS i i --a r NEWSTUDWALLS i �a ,k- I _______________—_______---- I bN' ii NO. ISSUE CAI 01 PROGRAMMING 09.24.2 L__t__i__1__{'� I I 02 SCHEMATIC DESIGN 1 10.22.2 03 SCHEMATIC DESIGN It 1i12.2 t II 04 li ii 05 SCHEMATIC DESIGNlil 02.02.2 4 li 11 II 1 DECK i 30'-5':24'-5- 11 II I I I I I I I i �' II I OUTDOOR - j SHOWER ji rt ON i ---- - -- ------ ------ A - ----- ------- eem-off___°ate ------------- '�-----�------- �======�______�,r------ c [ k' CL .. r------ L----J------------------'' �' I PANTRY 1 L----� L_____1 ' KITCHEN - IL BEDROOM A3 I 'e ,IY° e 3 1I MASTER BEDROOM a ' 3 I 4` r��` 044423 0--- ------------------------ OF N6`N SECOND FLOOR HALL ABOVE SCHOENSTEIN DINING ROOM i 9' i I BATH RESIDENCE c c 450 BITTERSWEET LN I ,o� i i u cp CUTCHOGUE,NY 11935 /T' "'�� `- o'"' t �4 y CL �J' S.C.T.M.S 1000-104-02-007.3 _\\`P UP - ____J I-' i Q SCALE: 1J4" FOYER BEDROOM A2 U MASTEp WING ROOM k\ BATH DATE: 02.02.2- r� CL I 30I11---� - DRAWN BY: Z.E.h r-- - ----- _ ____ _ _ FIRST FLOOR &FIRST FLOOR EXISTING ---------i--------- - DEMO PLAN I UP N D-1 0 -0t SYMB0L LEGEND ?`ytl E DESIGN 1250EVERGREEENDRIVE DEVIO DOOR EXISTING DOOR CUTCHOGUE,NY 11935 PHONE:631.513.6589 WALL TYPE LEGEND Thee plans am copyrighted and are under S to copyright protection as an-architectural work'undar5au 102 of the DEMO WALL ------------ Copyright Act 17 US.O.ss amended December 1990 and kn. ---- as Amhlteaural Works DOPITiglt protection Act of 1990.Th protection Includes but is not limited to the overall form as w EXIST.FOUNDATION WALL as the arrangement and composition of spaces and elements design.Under such protection,unauth.dr d use of these plan work of home represented,an legally result In the cessa IM NEW FOUNDATION WALL construction or buildings being seized and/or monetary compensation to ZEN DESIGN I.I.C. E%.NGSTUD.Ll5 NEWSTUDWALIS NO. ISSUE DA 01 PROGRAMMING 09.24.- 02 SCHEMATIC DESIGN 1 10.22.: 03 SCHEMATIC DESIGN 11 1L12.= 04 SCHEMATIC DESIGN III 11.20.= 05 PERMITSET 02.02.= RED ARC E.NI y�T v� 1s �� ----------- ! L-------------- ° rQ ______________ N Z 53'KNEE WALL 53'KNEE WALL CL c r�l DN `rIxT C)44423 y0�� E OF WE DEN SCHOENSTEIN RESIDENCE BEDROOM a4 z 450 BITTERSWEET UN CUTCHOGUE,NY 11935 N OPEN TO BELOW S.C.T.M.#I 1000—1D4—02—007.3 SCALE: 1,/4"-1-4 DATE 02.02.2 53'KNEE WALL BY KNEE WALL DRAWN BY: Z.E.1' r--------- ————-1 i ' I i I SECOND FLOOR n SECOND FLOOR EXISTING DEMO PLAN N D-109 SYM130LLEGEND 1 A.901 SM SMOKE/CO2 DETECTOR ®© STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR autR CUTCHOGUE,NY 11935 rAkr PHONE 631.513.6589 r--------------------------� ��� y ugAxatr raw 1 1 uirp •4'ac ftmsOPYwM R1SrBA4 .••__s':'..:. ___________J WALLTYPELEGEND i------------ - 1 Ea¢�rs' ..:. •e'ac(acslwrrnvj :•.: 8'-0' 8'-0' Thm pl—oepyd@dad and ua seeledtocomW 1 1 pmteetNn ea m•ettld4cnutl wodl'UMYSeG 102 d ua_ -------_______ DEMO WALL _ __________ ________ -__i CoMyWdAct,17 U3.0.ea a .ded Deoemem 1990 w4 -------------- 1 I PORCH/DECK/HOUSE CONNECTION DETAIL _PORCH/DECK/IOLST CONNECTION DETAIL SIMPSON STRONGME ABA44(ABA66 SIMILAR) es ArcNtectumA Wotla Copyrmlt Pmtec*m Act of19MT1! ,.__ ____________________ _________________ L ___________ ________ _-_1_____________-__ __� protaGbn kKWa WA is notgnited to the wmM if 9 a w OUST.FOUNDATION WALL (2)2x10 GIRDER j Qheaemngm M o mmpodUm spo dW w�m n' NEWFOUNDATION WALL workm rro rownentod,an Is/aft rout In tke cesudw 1 ._._-_. -_. •—• i anstre&.,xb pvWdim wm eheda—mammy u 1 to IDi DEIGN U.C.EXUSTING STUD WALLS I m� /� I ampel�atbn RAIIMG TD I N �■_ •( I NEWSND WALLS SI • i p• l v 1 2 lS � d i (2)2x10 GIRDER {r- J —^y--Ii •,o v ' POST 1 I - 1 I ° NO. ISSUE DA (SIMPS7W smaaG-7E PC) (suErsav snacwG T�Dare) - uj I I ,°• 25'-0" OS PROGRAMMING 09.24.: 02 SCHEMATIC DESIGN 1 10.22.: 1 03 SCHEMATIC DESIGN II 11•i2: (2)2x10 2x10 LEDGER I 04 SCHEMATIC DESIGN III 11,20.: JOIST 05 PERMITSET 02.02.: •• !f,Tv'•Y 06 REV 1 03.18.: I s I , � � I (SIMPSON STRONG-TIE ABU44) (SIMPSON STRONG-TIE DHTS) 1 1 1 1 1 N j I I 1 1 1 I I 1 1 1 Z DECK CONNECTION DETAILS I I 1 1 1 I � BASEMENT L I Z uN� o I "o=1-- -------------; s �,I/l,�N� GI ; h ---------------� v 1~D .I Z 1 © NEW(2)1"j'x11{LVLGIRDER © � i____ _____ _ ___�___ _ _ �.�� E• N� /� � Iw SEPTIC Exrr POINT 1 � � 0� v s ___--_____-- F-T 1V, � �I �i LAUNDflY t'y'. - � l _ �q v n I BASEMENT ( — uP EXIST.(3)ix1LVL Tt 044c4 2 o" P L Q yO UP Op NE C I 00 oox I I� EXISTING(3), 1"x11jLVL GIRDER + _ _ SCHOENSTEIN Y91 RESIDENCE L__J- 1_ LVL GIRDER r 450 r` �a �'i I' O CUiCHOGUE,NY1"35 _J L__J L EXIST.(3)1 x 11j LVL w FINIS S.C.T.M.81D00-104-02-007.3 ,n p ING _ TORAGE - - --- - - - - - - - - st ELECTRICAL LINE SCALE- 1,/4" 1r+ a DATE 03.18.2 i LL ®ot. moa O .. •, DRAWN BY: ZE.0 1 - - - - ----- - -- --- -- -- - - - - -- ------- = BASEMENT � BASEMENT PROPOSED FLOOR PLAN MASONRY FRONT PORCH ---- - WITH BRICK VENEER NP ■ - - - _ FILL WITH COMPACTED SOIL Lt - TOPPED WITHBLUESTONE A-10C 1 PAVERS A$01 SYMBOL LEGEND 1 A-301 SM SMOHE/GD2 DEFECTOR ®© STRUCTURAL POST ZEN DESIGN u 1 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE,NY 11935PHONE 63L513.6599 GARAGE WALL TYPE LEGEND These pions ens ardate ltad eM are nderS to oopydr protection ns en'erWlectuml•ork'under Sec 102 of G ------ ___-____ DEMO WALL CoMW Act,17 U.S.O.as emended December 1990ene 1, ________ as Arcldtecturel Works OoprW Proladlm Act of 199G.I pmtedbn indudes but is not Ifimlbd to the overall form as EXIST.FOUNDATION WALL DN es the arma%emem end w Pasitlaa of spews end elsmer, dn%PL Undersudl protection,uneutllatred uss of thaw pl NEW FOUNDARON WALL worker home represented,can bp9ymsuh In the wew-- s construction w bu9dle p babgmbed en0m monateq r, compensation to IDV DESIGN U.C. EXISRNG STVD WALLS m N I NEWSND WALLS z 4 e 4111/2- ---- - -- ---- - - NO. ISSUE D, 01 PROGRAMMING 09.24 02 SCHEMATIC DESIGN 1 10.22 9 w>3 wts wss pv wss w> wts 03 SCHEMATIC DESIGN 11 1L12 04 SCHEMATIC DESIGN III IL20 05 PERMIT SET 02.02 BENCH 06 REV 1 03.18 0 1 p 1 A.900 2N A300 DN z wu NIfCHEN _ O 1 I ® DBL TRSH z o: I z z 0 R DW z S R O= DN A R� G Y `��T E. N1C[iO �Iz I O STEEL GIRDER ON 4x4 STEEL LLlcn I my POSTS DOWN TO EXISTING A. SM R FOUNDATION WALL z PANTRY r:4 \ EXISTING(3) DN �' 'TV 1 04442� �0� IJ"a Ili LVL FLUSH GIRDER 1n 1 Tc L_._.—,—._._._._._,—._._ O OF NE�jJ CUBBIES I---------- ------------------------------ I SECOND FLOOR HALL ABOVE o O � SCHOENSTEIN �TM1 RESIDENCE (UNCHANGED) 450 c1 osEr aasET CUTCHET LN OGURE,NY 11935 sM w LmNG Room .J S.C.T.M.1111000—104—02-007.3 p g a c_ DOUBLE HEIGHT UP - - - SPACE COAT cLosET Q SCALE: 1/4e se T OFFlCE i mu cy\ 1 BAT Hz -- - --- - -- �t (BEDROOM 4) U (UNCHANGED) DATE: 03.— DRAWN BY. Z= I I . I I D>a FIRST �1 FIRST FLOOR PROPOSED FLOOR PLAN v 4�•w NEW 2.8 RAFTERS 44 POSTS ON SIMPSON ABA44 WETSEF ANCHORS Cv 16-O.C. 1 UP A 10 1 A-301 SYMBOL LEGEND 1 A301 SM SMOKE/CO2 DETECTOR 0© STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE,NY 11935 PHONE 63L513.6589 WALL TYPE LEGEND These mn-,are oopyriect raand le underS to a2 of th protection m an"ertldtecturol Work•underSao.302 of the -------------- DEMO WALL -------------- Copyriot Act,V U.S.O.as emended Denim ,19M and low as Architectural Weds Copyright Protection AG of 1990.Th= protection Includes but Is not Smlted to the overall form as W-, EGST.FOUNDATION WALL as tine enengoment and campostdon of spaces and doments des%M Under such protudoo,uroathatrad area of tice play Work or home represented,can legagy rewb In the cessation NEW FOUNDATION WALL construction or buildings bek%satmd and/or monetary compensation to ZEN DESIGN U.C. DUSTING STUD WALLS NEW STUD WALLS 25 Q N0. ISSUE DA 15•-0• 8'•7 u2• �nI -�• - --- ------- -- � � 01 PROGRAMMING 09.24.` wzs r - --- -------- ` - ---_ tea- 02 SCHEMATIC DESIGN 10.22.' ---- , a w ` R 02 03 SCHEMATIC DESIGN II 11.12.- - ,{•U� 04 SCHEMATIC DESIGN III .20._ 05 PERM SET 02.02.' II 06 REV 1 03.18.- A300 ❑ X10 ROOF RAFTERS 1 @ 16"O.C. _ U 1 2z6 f.16" TIES O. � ®16.O.C. W MASTER Io MASTER •• /s �ob ---- ---J BEDROOM NI¢ �I BATH �gP/1`�►/� ��I f� I I N O ❑ I a � I � I Q I 1 sm � 1 rues _ r ------- ------� 1 ���Rf`E`pD A R'c ------- 1 m 1 t.. Nicy,u Lr 4Z- SM � � _ `-'--�-' ---- 53•KNEE WALL 1 CL CL o ___ i ..:� / \ Oroar 3'6" 3'-0" I 3'.6" 312" 1 44 i BEDROOM 2 S I ON M OF I I F N ._,_._._._._._ _._._._._ L,EXISTING_• _ _ _ _ SCHOENSTEIN (2)i'}•z 11J LVL RIDGE 1 1 RESIDENCE I I 450 BITTERSWEET LN 1 CUTCHOGUE,NY 11935 I I OPEN TO BELOW 1 I S.C.T.M.#1000-104-02-007.3 eee 1 oEole�= O O I SCALE ——— — -- 1/4e-1 EvIe2 ruz< �5 i cL] ECLj DATE 03.18 CC 53"K WALL 1 as°6°va 53"KNEE WALL I DRAWN BY: Z: I I I I I I I t L--------------------------------- ------� r-------------J SECOND n SECOND FLOOR PROPOSED I I 1 , FLOOR PLAN . . I I N A-10 1 A�Ol 1 A-301 'alow ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE:631513.6589 These plans am copyrighted and am subject to copyright protection as or'architectural work'under Sec.102 of the Copyright Act.17 US.O.ss amended December 1990 and kno as Arrhlteaural Works Copyright Protection Act of 1990.Tim protection Includes but Is not limited to the overall farm as w, as the arnulpraeot and comIMItion of spaces oM elements design.Under such pmtedion,unauthodzed use of these plar work or horre reprosawed,can legally result in the cessation construction or buildings being salmd and/or monetary compensation to ZEN DESIGN I.I.C. NO. ISSUE DA 01 PROGRAMMING 09.24.: 02 SCHEMATIC DESIGN 1 10.22.: 03 SCHEMATIC DESIGN 11 11.12.- 04 SCHEMATIC DESIGN III 1120.- 05 PERMIT SET 02.02.- 1 1 aaoo aaoo x r� 812 PITCH 8:12 PITCH. �(ERED qRC E.N/C,5'��JF` • N� •• Z S� �44421' 9 TF O OF NEB SCHOENSTEIN RESIDENCE 450 BITTERSWEET UN _ CUTCHOGUE,NY 11935 t _ ❑ S.C.T.M.8 1000-104-02-007.3 SCALE: 1,/4"-V DATE 02.02- DRAWN BY: Z.: ROOF n ROOF FLOOR PROPOSED v..•y. ,.Q 7.5:12 PITCH, 7%:12 PITCH PLAN ■ 1 A-102 A.301 1 A-301 ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE:631513.6589 These plans am copyrighted and are subject to copyright protection as nr'amhitectural work'underSac.102 of the - - 12 Copyright Act 17 US.O.ss amended December 1990 and kno 7.51"-- as Architec:uml Works Copyright Protection Act of 1990.Th,- pmtecUon Includes but Is not limited to the overall form as w+ as the arrangement and comaosltlon of spaces and elements design.Under such protection,unauthodred use of these plan - work or home neyn—ted,ran legally result N the cessation _ construction or bulidings being seized and/or monetary compensation to ZEN DESIGN I.I.C. FMI NO. ISSUE DA 9H 01 PROGRAMMING 09.24.: 02 SCHEMATIC DESIGN 1 10.22.= 03 SCHEMATIC DESIGN II 1112.- 04 SCHEMATIC DESIGN III 11.20.= 05 PERMIT SET 02.02.- NORTH ELEVATION 1 1 A-301 APC- 12 ��5 �� E.N/C�,y�T� 4 NT Z . J 04441" �0 E OF NEB ---------------------------------------------------------------- SCHOENSTEIN RESIDENCE 450 BITTERSWEET LN CUTCHOGUE,NY 11935 Pp� PH PIE C.T S. M.1111000 104 02-007.3 SCALE: 1,/4"-:V ------------ DATE: 02.02. DRAWN BY: Z> �1 SOUTH ELEVATION NORTH ELEVATION SOUTH ELEVATION A-20( ` 1 A300 - 5u ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 1.1935 PHONE:631513.6589 12FML I These pleas am tawd6hmtl l rid-k- add,subject to cop102 of th ht protection as an'architectural work'antler Sac 102 0}the Copyd@it ACl..1T U.S.O.ss amended December 1990 and knc as Archltokurol Works Copyright protection Act of 1990.Th 12 Ljj L1, protection Includes but is not limped to thetas andforme ts 4 r as the arrangement such and coon, Gon of spaces and elements design.Under such protection,unauthodxad use of these Dla: work or horse represented,can legally result In the cessation construction or buildings Wall selced and/or monetary compensation to ZEN DESIGN LLC. ®� , NO. ISSUE DA ---------- - -------------------------------------- 01 PROGRAMMING 09.24. - ----- —- - 02 SCHEMATIC DESIGN 1 10.22. SC III 03 SCHEMATIC DESIGN II 11.12. 04 SCHEMATIC DESIGN 02.02. 05 PERMIT SET 02.02. EAST ELEVATION 1 1 A300 'CARED ARC E.N/Cyo 12 �12- 1 04442S ® �Tf OF NEB yO i - ------------------ --------------------------------------------------------- - ------------- ------------------- SCHOENSTEIN RESIDENCE FM ® 450 BITTERSWEET LN CUTCHOGUE,NY 11935 S.C.T.M.*1000-104-02-007.3 El I SCALE: 1/4a=1 ------------- -- ----------- DATE 02.02 ------------------------------------- ------ --------------------------------- ------------ _ NVnC w10 DRAWN BY: �\ WEST ELEVATION r P EAST ELEVATION WEST ELEVATION A-201 ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE 631513.6589 12 These plan ere oopydghted and am subject to corflW 12 pmtmwn m en�omhmmiuml worts unda Sm im of th- Cowf&Apt 17 US O as ameMed Daanher 1990 and km mAmhKectuml Wale Cowo Prote u.Mtof19w rh protection hrdrMm but is not 4rdted to the ovemm foes as as the emngement and—nposIdon of epecm and element- dW9&Under such p anden.unutnorhed use of these pla; work or home npresemed,can legal mwk In the osssadon eomWcWn err bU3ftp beetgsetod end/anwmtery r y canpensedon to ZEN DESIGN I.I.C. MASTER MASTER _ BEDROOM BATHROOM - ---- - ---- -- -- - - NO. ISSUE DA 0 O wza O' 01 PROGRAMMING 09.24.' - 02 SCHEMATIC DESIGN I 10.22: 03 SCHEMATIC DESIGN II ii12: 04 SCHEMATIC DESIGN III 1120: i 05 PERMIT SET 02.02._ 06 REV 1 03.18.' KRCHEN D ARC Y s a ' IL i sy �4442'' TF OF N E� ;�o/ SCHOENSTEIN RESIDENCE 450 BITTERSWEET LN CUTCHOGUE,NY 11935 S.C.T.M.#1000—104—02—007.3 SCALE: 1/4e-it DATE: 03.18. DRAWN BY: LE SECTION 1 A-30C r EXISTING(2)1i x Ili LVL RIDGE NEW(2)1i x Ili LVL RIDGE -. NEW 2x10 JOISTS®16'O.C. 12 1212 ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE 631513.6589 NEW 2x6 COLLAR TIES Q 16'O.C. These plans ere mpyrt&ted and am sublet tocopyrWd CoPYftV �- __ �— -- as Archftectu I Woo"� Co�upYd�t PPmteHlm Act of 19MTh_ = I protection trrdudes but Ismi no totha overeg form es w as the amngement and mmpogdon of spoors and ebment desk Underw h protmWn,unwthoded ase ofthose ptc. work or home represented.inn legdy insult ln the oessatbn oonstmdlon or buUdbrgs bftsetaxl and/or amrwrery compensation to IIR DESIGN LLG H VEBTI LE - ",�� BEDROOM NO. ISSUE DA 01 PROGRAMMING 09.24: 02 SCHEMATIC DESIGN 1 10.22: 03 SCHEMATIC DESIGN II 1i12: 04 SCHEMATIC DESIGN III 11.20: ,,+.. WSOx54 ON 4x4 STEEL COLUMNS 05 PERMITSET 02.02.r DOWN TO EXISTING FOUNDATION 06 REV 1 03.1B.: V1 LMNG � ROOM � � HTfCHEN I � I � well se 96 es oes NIc� EXISTING WASTE LINE TO BE RAISED TO ALLOW MINIMUM 80' HEAD CLEARANCE INTO NEW F OF N BASEMENT AREA STORAGE FlNISHED SCHOENSTEIN LANDING RESIDENCE 450 BITTERSWEET LN CUTCHOGUE,NY 11935 S.C.T.M.#1000-104-02-007.3 SCALE: 1/4" 1' DATE: O&W. DRAWN BY: ZE SECTION 2 A-30 I J_ 2x6 COLLAR TIES @ 48"O.C. 2x10 ROOF RAFTERS @ 16"O.C. NEW ROOF&CEILING-FLASH&BATT(R-30) NEW ASPHALT SHINGLE ROOF TO MATCH EXISTING 5/8" PLYWOOD SHEATHING 8D COMMON @ 6"O.C.@ 4'-0" PERIMETER ZONE 8D COMMON @ 12"O.C.@ PANEL FIELD 8D COMMON @ GAMBLE ENDWALL RAKE ICE AND WATER SHIELD AS PER CODE xi X GUTTERS DRAINED TO APPROVED DRYWELL \� LOCATIONS SOFFIT DETAILS TO MATCH EXISTING. GC TO VIF ALL DIMENSIONS. "— 2x6 STUD WALL • ' NEW WALLS-FLASH & BATT(R-21) Z"CDX SHEATHING.TYP. AIR AND WATER SHIELD HARDIE BOARD SIDING TO MATCH EXISTING 3/4" PLYWOOD SUBFLOOR GLUED AND NAILED / TO WOOD FLOOR JOIST. 11$"360 TGI FLOOR JOISTS @ 16"O.C. / FLASH FOUNDATION PERIMETER(TYP) 2x6 TREATED PLATES W/if' DIA.X 18" LONG ANCHOR BOLTS @ 30"O.C. MIN.ON GALV.TERMITE SHIELD d 8" POURED CONCRETE FOUNDATION WALL W/#4 REBAR 24"O.C. BOTH DIRECTIONS d � d . d .� 4"CONC.SLAB OVER .6 MIL POLY VAPOR BARRIER OVER 6"COMPACTED SAND&GRAVEL BASE 8 x16 CONCRETE FOOTING-CONTINUOUS W/ (2)#4 REBARS. 4000 PSI CONCRETE. D1 D cOipwnOitO+ p a a cn �' Z C/ gym oori " 8'- D { 3 O d 'q 00 „m3�, o O�i I'rl c� �n y C� s� =mxv 8 � e vs R� as g z=TZ 12 >D3GO, mo2 mz3zj� �Ow O 003 Wm7 Q R N nm � 0 cl V Z� mz 'Z ol Im I rn M 0— mWzmm Z �yQ�y oZrzrz �NZl vx Z. OWC5 Om0 rZ v LZ7 Q ch)p"" 2. fn N F± L NOKiNA G .zF N e4 NN NA1?a � �*Hair AMENDMENT SYVSOL LEGE&D 1 3•a� - A-301 4aof ��. RAILING OSM SMOKE/CO2 DETECTOR 1 POST vxos� Ica[J ® [P] STRUCTURAL POST �' (s�srolvs >EPC) (SWSW smw—7E MM) .o• � ACI .PVSI r . ZEN DESIGN uzro e r o c(nlv srcwr rave/ w.0 wsE JOIST xar ers" scot(mc srmrAw.g/ (SMPSON STRONGr-TIE ABU44) (SE`-S.)N STRON;-TIL DBTI) P"C1I/D'C9,'H00SE CONNECTION DETAIL PORCH 1`11114 IOIGT CONNECTICN DRAIL sl^,•ISON STRONG-TIE ABA44(A6A1,6SIM1L4R1 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE, NY 11935 PHONE: 631.513.6589 DECKCOfI��'ECT10f� DETAILS F--------------- ----------------I I--------------- ---------------J,I 64IALL TYPE LEGEND s'-o° s'-o" i 8'-0' ;______ These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the DEh"0 V/ALL r--- ——————————— -------- ------� Copyright Act,17 U.S.O.as amended December 1990 and known -------------- I I as Architectural Works Copyright Protection Act of 1990.The --------------------- ----------------1--- ----------- -------- ------ ------------ -------------------------------------� protection includes but is not limited to the overall form as well EXIST.FOUNDATION WALL i (2)2x10 GIRDER I as the arrangement and composition of spaces and elements of — ' — ' — ' — ' — ' ' — ' ' — ' "'�— ' ' — — ' — ' — ' — ' I design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of NEW FOUNDATION WALL I construction or buildings being seized and/or monetary I I - compensation to ZEN DESIGN LLC. EXISTI";G STUD WALLS 0 I U? i I Z0 I 0 I Co NIE (STUD KALLS I agI I I I W I n (2)2x10GIRDER Z , — , — , — , — , — , , — — , - - - , — , — , — , - - - I I I I I I I I I I I I I I 1 j i i i i i i i NO. ISSUE DATE I I I I I I I U? I I I I I I 01 PROGRAMMING 09.24.23 - - ---- - 25'-0" ---- ---- - -- - - --- - --- i i 02 SCHEMATIC DESIGN 1 10.22.23 I I I 03 SCHEMATIC DESIGN II 11.12.23 n (2)2x10 2 LEDGER i i i 04 SCHEMATIC DESIGN III 11.20.23 - i , , , � ---L—J--J 05 PERMIT SET 02.02.24 �� 06 REV 1 03.18.24 I I 1 I I I 07 FOUNDATION REVISION 06.27.24 I 08 AS BUILTS - REV 2 05.31.25 I w I w = I O I 0 I co 1 ! 00 I N I N I w 7 I w _ I I Z 0 Z 0I I U I I A-300 r---1 , UNFINISHED i A-300 (2)2x10 • - - � , — , — , , — , � � BASEMENT � , — , — , — , — , — , U I L��J 7 W o I I � 4- I O I I I I- 00 1 I I I x N I I ELECTRICAL I I _ w 7 PANEL s° 4'-0° I I I I _ _____________ , )14"x 115 LVL GIRDER W/1/2 FLITCH PLATE - - - - 'I]' SEPTIC EXIT POINT LOWER WALL AT TOP STEP - � - ____= i � 9'-5"CONC 0?ENING � � _ � AR W � I 'C C TOP OF WALL 76"ABOVE ____ EXISTING FOOTING. GC VIF. I ->' Q � Ni Cy0!S � MCO I MoC I _ LAUNDRY 1� - Z BLUE STONE CAP I z o x x F. w Mlafl MITI I - �I - LI I VI z Cr- C3 W UJI O N "1 i s A na _ ( UP C yT 04442'' --t --rpnerI UNFINISHED EXIST.(3) 14"x 11 b LVL Ln - e ? p I oUl BASEMENT I F of N�`N L� i LI cn I I I I (2) FLOOR DRAINS 10R-9TREADS I rI o L L I _J r 00 I I D01 ►— J I Q I /2\W �y VJ EXISTING(3) � 3r 7 14 x 111 LVL GIRDER- - - - SCHOENSTEIN FINISH SLAB 6" LOWER THANP I p 1 EXISTING (3) p I IJ L RESIDENCE EXISTING BASEMENT FLOOR L_ J F- " r_ � L� x 11 4 LVL GIRDER I 450 BITTERSWEET LN Ii I _ CUTCHOGUE, NY 11935 I L---I I I L J L I J I I EXIST. (3)14"x 11 LVL W I I = ,lA S.C.T.M. # 1000 104 02 007.3 � ci I I LO N o I I `O STORAGE ONr01 IiI M ciJ II ' II ID01 I SM I IDo2 ELECTRICAL LINE w SCALE: = 1'-0" o0 q w 2- JUAIF � ------ `2 M — 3'-4" P025 DATE: 05.31.25 24"THICK FOOTING BELOW MECHANICAL �Pljf^r. --0- - Z o NEW MASONRY FIREPLACE T�'VV17���"'��rg„�� � aceTh�;.`�t DRAWN BY: Z.E.N. to PIN NEW FOUNDATION WALL 11J Z5 WITH #4 REBAR EVERY 2'.6" r Eti",3EDMENT INTO EXITING WALL. ' "3 I � I I I' I I L------------------------------ ---------------------------------- -------------- ---------------------- ------------------------- BASEMENT 0 scALE:EASEIV', 1ENT PROPOSED FLOOR PLAN MASONRY FRONT PORCH \ WITH BRICK VENEER - --------------------- - - ----__.--------------- - �� — FILL WITH COMPACTED SOIL TOPPED WITH BLUESTONE 1 PAVERS A 301 1 SYMBOL LEGEND A-301 SPo1 SMOKE/CO2 DETECTOR ® 0 STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE, NY 11935 PHONE: 631.513.6589 GARAGE oil V!ALL TYPE LEGEND These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known DEMO WALL as Architectural Works Copyright Protection Act of 1990.The ON protection includes but is not limited to the overall form as well EXIST.FOUNDATION WALL � i as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of NEW FOUNDATION WALL construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. EXISTING STUD WALLS NEVISTUD WALLS I 0 4 6'-11" NO. ISSUE DATE ON °N 0 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN II 11.12.23 0 w13 w1a vr15 D12 w1s w1�! v�18 04 SCHEMATIC DESIGN III 11.20.23 M I o 0 05 PERMIT SET 02.02.24' 06 REV 1 03.18.24 TRSH ; DW i BENCH 07 FOUNDATION REVISION 06.27.24 w12 I I w1g 08 AS BUILTS - REV 2 05.31.25 F F 1 A-300 A-300 w11 KITCHEN v110 v I I DBL i i LLJ TRSH i i Z � J I 0 I = Fao i LJi 112 coX � L—J 0 N @ ®I I 1 I LLJ I z OU OR ®® DW r I s t,cR I I D11 I ----J---- I I J NEW W1Ox54_ _ ---pl- GIRDER UJ Cn 0I^ Z) I \ ��RED AR c� u-, STEEL GILDER ON 4x4 STEEL C Elf -J I 1�12 POSTS DOWN TO EXISTING �����R� E'NiCho rl� SCR N FOUNDATION WALL Q- �� A to A PANTRY IDla 1' x Z _ I m it DN`� Xw7 DEN � 044a2oI� OF NE\N � \\ / EXISTING(3) \ / L_ 1-4 x 118 LVL FLUSH GIRDER J CUBE'.ES -----------�------ I I u�u I SECOND FLOOR HALL ABOVE SCHOENSTEIN BATH 1 ID13 (UNCHANGED) 0 CLOSET RESIDENCE CLOSET 450 BITTERSWEET LN CUTCHOGUE, NY 11935 Z -J Im COAT LIVING R00",1 CLOSET S.C.T.M. # 1000 104 ^- 02 007.3 O Z DOUBLE HEIGHT UP SPACE � a a SCALE: 1/4" = 1'-0" OFFICE � ID11 � QATH 2 (BEDROOM 4) i (UNCHANGED) DATE: 05.31.25 I I I cL ; DRAWN BY: Z.E.N. JIL I I I I I D13 FIRST FIRST FLOOR PR -ED FLOOR PLAN SCALE I'4'-T-o- 4x4 POSTS ON SIP;??SON ABA441�"JETSET ANCHORS NEW 2x.8 RAFTERS C ICY O.C. ® • ® l- Glo 3., 1 UP A-301 SYP,r30L LEGEND 1 A-301 0SM SMOKE/CO2 DETECTOR 0� STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE, NY 11935 PHONE: 631.513.6589 V'JALL TYPE LEGEND These plans are copyrighted and are subject to copyright -------------- protection as an"architectural work"under Sec.102 of the -------------- DEr•,"O MALL Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The EXIST.FOUNDATION "1 protection includes but is not limited to the overall form as well . as the arrangement and composition of spaces and elements of design,Under such protection,unatithorizgrl use of these plans, NEW FOUNDATION WALL work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. EXISTING STUD t.'ALLS NEWSTUD WALLS M 7 25-0° NO. ISSUE DATE 15'-0" &-7 1/2" 01 PROGRAMMING 09.24.23 w2s 02 SCHEMATIC DESIGN 1 10.22.23 F- Ex — — — — — — � 03 SCHEMATIC DESIGN II 11.12.23 -_ I I 04 SCHEMATIC DESIGN III 11.20.23 05 PERMIT SET 02.02.24 I I 06 REV 1 03.18.24 07 FOUNDATION REVISION 06.27.24 �)22 I D210 " ' 08 AS BUILTS - REV 2 05.31.25 1 ❑ o I 1 A-300 x10 ROOF RAFTERS ` C 16"O.C. - i A 300 2x6 COLLAR TIES C 16"O.C. - x MASTER I0 MASTER Wks M - - - - - - - � � , — � BEDROOM BATH I � m I zl� I I CV I W21 ❑ x [ I I SM J SHELVESLU I - - - - - - I N L I r — ------� > _ I - I I i U I MI sL1 h27 BA H 3 ID2e ID28 �7==FLKIJ L— — oo I ��RD ARCi'' E.NLc6,, 1<`---- - - I , , , �.E 5 is W 0 CL CL l 53" KNEE WALL0 - � I ;, . _ .tl 3'-6" 3'-0" I 3'-6"1 3'-2" 4'-4" ID21 ID22 — IM Sf`,7 I \\ // qTF OF NEB �0 I DN I Sid" ID23 ID24 BEDROOM 2 �`. 2 I I � I EXISTING— — — SCHOENSTEIN I (2)14"x 118 LVL RIDGE BEDROOM 3 I RESIDENCE I I 450 BITTERSWEET LN CUTCHOGUE, NY 11935 I I OPEN TO BELOW ^, I S.C.T.M. # 1000 - 104 02 - 007.3 I I I I SCALE: 1/4" = 1'-0" I I 53" KNEE WALL DATE: 05.31.25 I 53" KNEE WALL I DRAWN BY: Z.E.N. I I I I I I I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — F- - - - - - - - - - - - - � SECOND SECOND FLOOR PROPOSED I s ,_F14 -1-0 I FLOOR PLAN I ► • L - - - - - - - - - - - - - J JFY 1 F� A-301 `.. it,,�,. - - 3� • j7 'ram 'AF • t� �. q. Aid l� _r_ #,. `r � ..��� ices, f, r, •7 �. ,4 r r � _ - -. ••ram_ .- _-�� .-- M M' ' • _ 4 '# it R 1 ti ' t . 1 e I 1 1 w � 1 ' . • I P All Rr / I ' dk r � . 4 a � ti •1 I M-'' � , F .':� `a i` _ . •pis '� , • - J•- T ram_-. • `�. ' If.• �•. .. '. .-j +.T— _ any_,. ; �: ry •fI' u _ e w' 1 y MAR 4 2026 .; �e L= ? Permit # 50481 i s Permit # 50481 00!!; L C� u1 - o Permit # 50481