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HomeMy WebLinkAbout50481-Z --7 " 3 �sores OCCUPANCY OR SCHOENSTEIN RESIDENCE 11OED AS NOTED USE IS UNLAWFUL — "N�T�:3.a _a B.P� sO��/ WITHOUT CERTIFICATE 450 BITTERSWEET LN CUTCHOGUE, NY 11935 ZEN DESIGN i��/553•6D BY: OCCUPANCY S.C.T.M. # 1000 - 104 - 02 - 007.3 OF 1250 EVERGREEN DRIVE ;OTIFY BUILDING DEPARTMENTAT CUTCHOGUE,NY 11935 -331-765-1802 8AM TO 4PM FOR THE PHONE:631513.6589 FOLLOWING INSPECTIONS: f. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE COMPLY 2. ROUGH-FRAMING&PLUMBING ALL CODES OF ________________ NEW YORK These lines are uPYrigAlad and are aubfea to copyright 3. INSULATION pmtecli tasan•au:hhedamlwmk•ember 1910oof the ATE&TOWN CODES tepydfitAot.ra Db.C.asamended December Act of and known AS REQUIRE D as Architectural sbuWon not Pmothe nA.11to1990.Tba 4. FINAL—CONSTRUCTION MUST CONDITIONS OF protection nemans but a m pi to spaces and farm a is eumll s the arrangement and composition of spaces and elements or design.Under such protection,unauthorized use of these plans, -- - - work or home represented,on legally result In the cessation of construction or buildings belogseized and/or monetary BE COMPLETE FOR C.O. TUB compensation to ZEN DESIGN I.I.C. ALL CONSTRUCTION SHALL MEET THE swMIORMW REQUIREMENTS OFTHE CODES OF NEW NO. ISSUE DATE YORK STATE. NOT RESPONSIBLE FOR EMI' {� �/� 01 PROGRAMMING 09.24.23 DESIGN OR CONSTRUCTON ERRORS N.Y.S.18 02 SCHEMATIC DESIGN 1 10.22.23 �^1Ab� '�^ 03 SCHEMATIC DESIGN II 11.12.23 o r�J wc - 04 SCHEMATIC DESIGN 111 11.20.23 - - - 05 PERMIT SET 02.02.2 TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF All exterior 11 tingffl] FM PURSUANT TO CHAPTER 236 Installed,repl ed or Of THE TOWN CODE. repaired shall C nfo I R'W­_'T _.__.... to Chapter 7z-------- ---- PL.UMRFR r'FRTrFIGATION Qly LEAD,9ONTENT BEFORE z=s d x EhTIFI'CATE OF OCCUPANCY gERED ARC IC SOLDER USED 1N WATER - -- fr ����1 E.►vI0yo`'r1�� SUPPLY SYSTEM CANNOT _ PROPERTY LOCATION MAP s Q O EXCEED 2110 OF 1% LEAD. PLUMBING Al " z ALL PLUMBING WASTE &WATERLINES NEED TESTING BEFORE COVERING sqT .0q.44S yO�•F- F OF NE`N DRAWING Llsr f SCHOENSTEIN RESIDENCE DWG# PAGE NAME ISSUES Ilk. 450 c41tefsweeCLn 450 BITTERSWEET LN A-000 TITLE PAGE PERMITSET-02.0224 CUTCHOGUE,NY11935 A-001 GENERAL NOTES PERMIT SET-02.0224 A-002 TYPICAL DETAILS-RISER DIAGRAM PERMITSET-02.0224 S.C.T.M.#1000-104-02-007.3 A-010 SITE PLAN PERMITSET-02.0224 D-100 BASEMENT DEMO PLAN PERMIT SET-02.0224 SCALE: NTS D-101 FIRST FLOOR PLAN PERMITSET-02.0224 r. D-102 SECOND FLOOR PLAN PERMIT SET-02.0224 — DATE: O2.OZ.24 A-100 BASEMENT PLAN PERMIT SET-02.0224 - A-101 FIRST FLOOR PLAN PERMITSET-02.0224 rot DRAWN BY: ZEN. A•102 SECOND FLOOR PLAN PERMIT SET-OZO224 A-103 ROOF PLAN PERMIT SET-02.0224 - A-200 NORTH ELEVATION-SOUTH ELEVATION PERMIT SET-02.0224 A-201 EAST ELEVATION-WEST ELEVATION PERMITSET-02.0224 ILI i,. L A300 SECTIONS PERMIT SET.02.0224 - � TITLE PAGE Ak AI A301 SECTION PERMIT SET-02,0224 A400 ENLARGED WALL SECTION PERMIT SET.02.0224 E-100 BASEMENT RCP&ELECTRICAL PLAN PERMIT SET-02.0224 E-101 FlR.FLOOR RCP&ELECTRICAL PLAN PERMIT SET-02.0224 - A-000 ES02 SECOND FLOOR RCP&ELECTRICAL PLAN PERMIT SET-02.0224 T r CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS ® EXTERIOR DOOR SCHEDULE SIZE OCCUPANCY CLASSIFICATION RESIDENTIAL Na IYIE ITT SUE01440 Kamm MTBML M/IE5 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN L RIDGE-TO4tAFTE R ASSEMBLY: 845E11fim INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AEG,NOT AS A SUBMIT= 1.1/4-X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO GDl I SIYPG SCUD W0LV C M£•/D7AL CLOD FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TTE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF SOd COMMON BUILDING HEIGHT EXISTING RIDGE-afLO'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 CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. RASTAIM DESIGN CRITERIA CODE:2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. Z RAFTER-TO-WALL ASSEMBLY: Otf SWAG Jd•,sd fm MM CLAD W/GIASS 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 20181RC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE D!2 F]RUfCL/ AP,w !® am a4v W/GLASS THE GENERAL& CONTRACTOR MEETSCURRENTTFEDERAL,STATE,COUNTY ANDL FOR OOCJLLCODES,ORDINANCfSANDREGULATION%Em STUDS BELOW,RAFTERS OR TABLE USSESSHALLBEATTACHEDTOTH WALL TOP PLATE AND THE FRAMING ELEMENTS AS PER FLOOR PUINS CROSS SECTION AND GETrERALNOTES pLq SNAG Jdr7d 7® TLVIDM�OW/ T �� 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 VARUWCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PST) DECKS 40 1250 EVERGREEN DRIVE 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCUM DRAWINGS.(DO NOT SCAJ.E DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE3.3a ATTICS W/O STORAGE :to CUTCHOGUE,NY 11935 S. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY. Ames w/STORAGE 20 Q INTERIOR DOOR SCHEDULE PHONE:631.513.6589 RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLAN,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT ROOF(GROUND SNOW LOAD) PER NYS 30L6 CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTION IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE ROOMS(OTHER THAN SLEEPING) 40 Slff PREPARATION 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 A0 1YPf DMISr 0w0 "IIJLM) m7mu I NOW A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 33. STAIRS 40 eISE.NY7 A REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS 4. WALL ASSEMBLYTO FOUNDATION: GUARDRAILS WJY DIRECTION) 200 Will DIOOBEESMKI 4N'r6r 4'.-.Vlo r SWD-AMISFADE 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 /A17 pIX01FSWAG Pdrsd tV'rslOi? SOLD•PAIIYlGRADE OR EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES WITH UPLIFT CONNECTORS STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN EXPOSURE CATEGORY DESIGN FOR CAT.0 Spa? DOIMLESM M'rsd 4Krrslayr SDID•PAWTSUDF These ptero an oepydprtetl er,d eneulTacttecopPk!n S. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT4N ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-0N-GRADE,151NCHES IN MASONRY BLOCK FOUNDATIONS,OR protection as an cWfigauraR work'uMarSec SOQ d tb BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 33b.WHEN STEEL.STRAPS IDDN DODB(ESWAG 4V',6rW 4VIO-10W SOLD-AUNTGRIDE Copt w AcL L7 US.O.as armancled December IND and kmwn 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,3INCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE 115 SWAG Jdreb' Jrr6-107? SOLD-PAWaR40E as Architectural World Copyright Protection Act of 1990.Tbe ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SAD IN ACCORDANCE TO TABLE (ROOF_FOUNDATION) AND GENERAL NOTES mm D&WSWAG 6'drev sr+stoic SOUD•IKM70RWE protection Includes burls not lmltod to tha overall form ne vrol 32&IN ADDITION TO SPACIN4 e.rta ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12INCHES FROM asthW-rd-W-ps A ltlon ap-.,.d sbroate e of FOUNDATION NOTES THE END OF A SILL PLATE AND ALL CORNERS NAILING SCHEDULE SEE GENERAL NOTE PAGE ds�r.Underseh pMeetlon,uwrtMrtredm oflhem pas. 5. TYPE IEXTERIORSHEARWALLCONNECION& RRSlAOD4 work or name rlpraeented,can legally resut In the cessetlmr of TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF INCH WOOD STRTURAL UC PANEL ON THE RUt SHAG ,sd 2lrrstOYJ• SO1DB7•PAdVM constructionor buU&o b.W end arWormoretmY L THE GENERAL CONTRACTOR AND MASON TO REVIEW PLAN,ELEVATION,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH Ed COMMON NAILS AT 6.O.C.A THE PANEL EDGES AND 12 O.C.IN THE EGRESS SEE FLOOR PLAN AND WINDOW SCHEDULE m12 OlSfpaoFMl,Yu Tr4'Prsd ArrstpyS asnperostlon to ZEN DESIGN I.I.C. DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE FIELD,AND 3INCH GYPSUM WALLBOARD BOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT 2 ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL 7'O.C.PANEL EDGES AND 10.D.C.IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R3141RC. swmnm 3. PROVIDE;'EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCIREfE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a8. (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R316 IRC. ma I DOODEDYAG 4'Pr6•d 4W.6-low SOW-Awffs ADE NO. ISSUE DATE MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREA,. S. TYPE 0 EXTERIOR SHEARWALL CONNECTIONS M22 DOUSIES11M V r.Fr Ar,rJOLr SOLD-PAa7GPADE 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPED EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15"TIMES THE ENERGY CALCULATION 20201ECC M23 SWING 2Wx0e Tlr'rAa/r SOW-PA/MGR40E INSTALLED WITH 15 RE-0AR,IS'LONG AT 12'O.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE&16. MA DmwSYAAG 4W xsd 4•r.6-.WW SOLD-AVMGRKIE 01 PROGRAMMING 09.24.23 S. UNLESS OTHERWISE NOTED,ALL STABS ON GRADE 70BE4000 PSI.CONCRETE TOBE POURED ON4• 7. INTERIOR SHEARWALLCONNECTIONS: ID15 DOWLESADG 4•drsd 4'r+sDyr SDLD-PXIMmDUOE D2 SCHEMATICDESIGNI 1022.23 THICK SAND OR GRAVEL FILL WITH Cub WIRE MESH REINFORCING.IMERIOR SLABS TO BE MINIMUM 4• ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE DENT SWAG Jd,sd AVrr6'10W 5MV-PARTMIE 03 SCHEMATIC DESIGN II 10.22.23 THICK.ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 81NC H MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN 6. CRAWL SPACES 70 BE PROVIDED WITH A MINIMUM IS724•ACCESS OPENING.MALL ONE Bx18 ACCORDANCE WITH 2A.4.2 AND 22{RESPECTIVELY. W027 /O0G7 216-1" I® SOW-PAWMGRADE 04 SCHEMATIC DESIGN III 1L20.23 CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FF OF AREA S. CONNECTION AROUND EXTERIOR WALL OPEMNM FRAMING AND FASTENER INFORMATION m2R am Jdrsd 5%r+01047 SLVD-PAD4GRADE 05 PERMIT SET 02.02.24 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AN°/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTION IN mg SWAG 2W,6W ere'+aDYr SmD-PANT&RIDE 06 REV 03.18.24 RESIDENTIAL CONSTRUCTION CODE ABHRIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 35 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE SWAG 1b'r6te' 7drstey!• SOLD-PNYIGRWIF BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILUNG. WITH TABLE 3.5. MARK LOCATION SIMPSON TIE• INSTALL NOTES r I% IIJ' I IDS- _ S. DRAINAGE AS REQUIRED BY CURRENT N.YS.RESIDENTIAL CONSTRUCTION CODE 9. CATIREDRAL CEILING ASSEMBLY. SHAG TdrsS 7d,shp4,7 SOW-PAWGR40E "•) 1: _ � WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE 1 ROOF RIDGE lSiq/15 EVERY RAFT 20 GA•Si•x 15 I i 'i NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTION TO THE Yk`] FRAMING NOTES RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA•I r z]8 L ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SEC HIGH VYING 3 WALL/WALL LSTA,/21 EVERYSTUD 20GA•1}`x21 O WINDOW SCHEDULE X f W i MAR 2 1 2024 r! ADDITION WOOHER SE MINGNOTE ,ALL FRUCTIONAMING MANUAL DECK 8c COVERED PORCH NOTES ,k - 2 UNLESS OTHERWISE NOTED,AILFRAMINO AND STRUCTURAL WOOD MA7EAULL TO BE n+BTIL 4 WALL/BASER RSP4-B+M EVERY STUD 200A•2 z4� III 7It SIL MAFF. LAY75t30%!!/ RD(WSNJ AG/FS DOUGLAS FIR. By ,T 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO RE SPACED AT IS-GC.UNLESS OTHER WISE NOTED. 6 BASE PL/FOUND ,]•0 ANCHORS 4'-0.O.C. ADD AS NEEDED Rffi 001MEMM w Jd,sd IVUYW 4 E EmiQSIHroOW 4. UNLESS OTHERWISE NOTED.ALL BEARING WALL HEADERS TO BE(2)2Q012+BILL DOUG.RR L UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL-10 BE 01 ACQ PRESSURE TREATED LUMBER. '+ �...li...,,..(n 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 STARLESS STEEL_ 11n2 AWAAG w ad,tOe• mww..rme OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF Z 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 Io:;4;,,,,,•.S OPENINGS BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL.CONNECTORS ANCHORED INTO ALL FRAMING TO BE FASTENED IN CONFORMANCEWIM _ JRy7gpyW OPENINGS BETWEEN 4'd•AND W-W AND 2x8 WALL OPENINGS BETWEEN 6.11•AND 8'-9•.PROVIDE IRC CODE•2020 CONCRETE WITH IN MINIMUM;INCH x N LONG ANCHOR BOLTS AND WASHERS AND HUES. WY! CLS6V6Y7 7d Zr+Td 1'8dlYW.ILBR FIRE STOP AND BLOCKING WHERE APPLICABLE & POSTS SUPPORTING GIRDERS SHALL ESACHORED 70A»v12.+2 TABLE R6023(1)-GENERAL S. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND THICK CONCRETE FOOTING USE W12 OLtiaNMDY7 Jd TrrJd HIIDYw.IR7R TABLE R8023(3)•SHEATHING ANCHORS WHERE APPLICABLE TO ALL CONNECTING J01515. A MINIMUM j DIA x 8•LONG ANCHOR BOLT WITH WASHERS AND NIBS FOOTINGS SHALL BE 3 RI• TABLE R8026(B)•FRAMING•ROOF N13 G456VBY7 .TES• arras NLSYW LOm4 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL n TO THE FLOOR JOIHIS AND UNDER BELOW GRADE PORCHES WITH COVERED ROOFS SHALL HAVE 12'DIA CONCRETE PIERS FOR THE Wtt CASm6Y7 se• 2c,J4- HmYwaml BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD GIRDERS. PER SPEC 1B09.Li-2020 IRC+NYS 2020 SUPPLEMENTAL DESIGN- WJS Gtsevw Js 24,13r NRFYW.MMCAPACITY r--- 4. DECK JOISTS TO HAVE BLOCKING AT W-O"O.C. PROVIDE(2 L3/4 NOTED ON.1HIC1(MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5. A MINIMUM OF ID INCH FLASHING SHALL 13E INSTALLED BETWEEN THE BUILDING AND LEDGER. WIND SPEED 6]30 MPH iW1T1B7 CALSE W J6• 26'L.4�E mum.09X Yi�• }1 C O( AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED LEDGER TO BE FASTENED TO BUILDING WITH}INCH DLA BOLTS WITH WASHER AND NUTS WHERE (7 JOB X (fYPICAy. IY15 CASOImY7 Jd 2G+Jd YLXmrw JpYA. S. WHERE APPLICABLE UNLESS OTHERWISE NOTED. S.DOFIMEAS NEEDED. NAILING SCHEDULE _1 E• PV(` CONCRETE PIIIRS SHALL BE A MINIMUM 8'ABOVE GRADE W19 LASfIGA'! JB' 26',Jd T01a►w.KtlR (� A� WHERE O 7. ALL JO7575 TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLE&EACH J06TSHALL ALSO BE GASMEN! .Pe• 26',Js warwlaoR 9. PROVIDE BLBEAI BEARING WALLS. IN FLOOR 101ST5 AT W-0'GG USE SOLID BIOCMINO IN FLOOR 10LST5 � UNDER ALL BEARING WALLS ANCHORED TO S SHALL B E ASSEMBLED AND ANCHORED THE SAME MANNER AS ROOF FRAMING.PER 2020 IRC•CHAPTER 8 c4sarDV7 Je• 2rrJd IGsrwW.JswR. �C A COVERED ROOFS SHALL B {Y111 /esR¢ •�J � � ;1 10.PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS INSTALL DRAFT BLOCKING AS WALL FRAMING:PER 2020 IRC•CHAPTER 8 CASENY7 Js 2s',9b' MW NEEDED. BALDING FLOOR FRAMING:PER 202DIRC-CHAPTER S r - -• ��. J1 UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM THICK,4 PLY FIR COX ROOF SHEATHING.PER 2020 IRC•CHAPTER 8 SEWMFLM EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER PLATES AND HEADERS. PLUMBING NOTES CEILING SHEATHING:PER 2020 IRC•CHAPTER 8 II21 AIMING 1v 2Prad /GeDYw.mmL • �{ 12.UNLESS OTHERWISE NOTED USE f'TICK T&G PTS FIR OR ADVANIECH PLYWOOD SURFLOOR WALL SHEATHING:PER 2020 IRC_CHAPTER 7 f172 AH7NN: Srr 2rra�e' IG¢ffrw.JarR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS FINISHED FLOOR TO BE INSTALLED FLOOR SHEATHING:PER 2020 IRC-CHAPTER 6 ( K r OVER SUBFLOOR AS PER MANUFACTURES INSTRUCTION. L ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTATED AS PER RESIDENTIALY.S.RESIDENTIALL COST DlOMENEW a0 2drsr IDWYw RR EGRESS N%0DW 1&ALL BATHROOM WALLS TO HAVE 7J•TRICH MOISTURE-iRESL9TAN T SHEETROCK GARAGE WALLS AND CONSTRUCTION CODE W24 DOIMMING Td +tp•+sr HRRwe1MA EGRESS WNDOW 2 VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL I/2S RIM low 4r.lt 0• bBww. #m CEILINGS AND OVER FURNACE TO HAVER•THICK TYPEX SHEEIRCOK ALL OTHER PARTS OF BUILDING S �'• 3 IF WALL STUDS,PLATES OR JOISTS ARE EXIT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED NZB DtlNBfEMAG 7d 7a',6KT ITldFYwNDR EPRESS IYJI'DOW TO HAVE REGULAR NJ'•SHETROCK ALL WALLS TO BE TAPED AND FINISHED. WORKPROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE VERIFY H27 AA WDg6 .nr 2F+2d bsww.IBM _y 0 4 4 4 2 �@- 14.ALL ROOF WITH A PrM H LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND K2e AHMMG SKr 2r+Td HAF7W.safa LASS T APPROVED EQUAL FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS F TORCHDOWN TYPE MATERIAL OVER. ` �r N�� ss ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE 70 BE PRESSURE TREATED.SILL PLATES TO HVAC NOTES NAIL SPACING AT NAIL SPACING AT INTERMEDIATE "" BE INSTALLED WITH A FOAM SILL GASKET AND COP•R-TEX TERMITE SHIELD OR APPROVED EQUAL SHEATHING LOCATION pA),)LL EDGES SUPPORTS IN THE PANEL FIELD S� -%XW Y9�D7W w#R 4'PERI7EIER edoOMMON06.O.C. Sd COMMONOB'O.G Iprr:•.LL iasr�ssRz fx®Ifp aysOp�scnmucra,m„raYu mawiusDaR,r�row.tataaaaty sa SCHOENSTEIN ELECTRICAL NOTES L MECHANICAL SUBCONTRACTOR 5 RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND ED<iEzoNE AyeAamR 4lr lBxrw.m mz¢Rem®EWdiGEM9MaEaiWpaeDEorvn SAFETY REQUIREMENTS. INTERIOR ZONE Ed COMMON 06.O.C. ed COMMON012'O.G •rasEtae°vwi°ernarea r*•razu'su•srr RESIDENCE L ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE G ABLE ENDWALL RAKE Z ALL ELECTRICAL WORN SHALL BE APPROVED BYA QUALIFIED UNDERWRITER. EQUIPMENT SUPPLIER. AND RAKE TRUSS Sit COMMON 0 4'O.C. Sd COMMON 0 4.O.C.& HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE 450 BITTERSWEET LN CUTCHOGUE,NY 11.935 & ALL ELECTRICAL WORN TO COMPLY WITH 2O1A NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION WALL SHEATHING REQUIREMENTS FOR WIND LOADS R314 AND R315 OF FRG HEADER CHART ENERGY NOTES SO 1 L NOTES SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE S.C.T.M.#1000-t 34-02-007.3 PANEL EDGES SUPPORTS IN THE PANEL FIELD HEADERS (2)2x6 (2)2X8 (2)2x10 (2)-- 2)2x12 4'EDGE ZONE CA COMMON 0 6'O.C. W COMMON 012'O.C. SCALE: 1/4'-1'-0" L THIS DESIGN COMPLIES WITH THE 20181RC ENERGY CODE AS A PRESC RIPTRIE DESIGN. L NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITION SUPPORTING. N:CAN SPA 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OF THE 2018IRG PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. INTERIOR ZONE Bd COMMON 0 6,D.C. Sd COMMON 012.O.C. 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D SSBAND ASTM ROOF ONLY 4'TO B' 6'TO S' 8'7010' 1 10'TO 12, DATE 03.18.24 D 1557).COMPACT THE SOIL AT 12•LIFTS(TYPICAL}CONTRACTOR TO HAVE FILL TESTED BY A FIREBLOCKING NOTES PROFESSIONAL AGENCY FOR COMPACTION. SsroRY 4'TOfi' 8'TOB' B'To10' DRAWN BY: ZE.N. & DO NOT BACKRLL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,6 COMPLETE 2 STORY - 4'TO 6' 1 6'70 8' FIREBLOCNINO REQUIRED•BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND NOfFS HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP • FOR SPAN OVER 4'WIDE,HEADER REQUIRES 2-MIL SOLID STORY AND THE ROOF SPACE FIREBLOCKING SHALL BE PROVIDED IN WOODERAME CONSTRUCTION I BEARING AT EACH END DOWN TO FLOOR OR BOTTOM PLATE THE FOLLOWING LOCATIONS. L PROVIDE •TYPE-X SHEETROC K FIRE STOPPING AT 10'-0•MAXIMUM DISTANCES FOR NON 7J'PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 20 GENERAL NOTES L IN CONCEALED SPACES OFSTUD WALLS AND PARTITION,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 FlREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR WITH ACQ. GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR ROWS OF STUDS OR STAGGERED STUDS. 2. AT ALL INTEFKX)NINECTICINS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS & IN CONCEALED SPACES BETWEEN STAIR STRINGERS ATTHE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STARS SHALL COMPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 0. THEATTIRE FREEOPEMNGS SSAGEAROUND FLAMEANDPPIPES AND DUCTSPRODUCTS COMBUSTION. FLOOR LEVEL,7°RESIST SNOW SPEED DESIGN WEATHERING LONE TERMITE DECAY DESIGN UN REQUIRED i SRN A-001 THE FREE PA55110E OF FLAME AND PRODUCTS OF COMBlIS110N. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED S. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y-, 20 PSF 130 B SEVERE 3FT. MODMTE mmmm 11• NONE - RESIDENTIAL CODE ro IwAw nopvure e 2ND FLOOR WALL i WALL STUD KING STUD METAL STRAP ARM BOARD 1ST FLOOR WALL SILL PULTCS)— NEOPRENEGASKETT CRIPPLE STUD WOOD JOIST FOUNDATION ROOF IAC HEADER ZEN DESIGN K� � STRAPP GIRDER/HEADE `\ I STRAPPING TO BE ATTACHED TO WALL STUDS®48" 1250 EVERGREEN DRIVE OC AND ALL TO BE ATTACHED TO WALL STUDS JACK STUDS DC AND ALL WINDOW/DOOR OPENING JACK STUDS LL WINDOW/DOOR OPENING JACK S ROOFING LAPS FLASHING � CUTCHOGUE,NY 11935 AT SIDES AND TOP FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION PHONE:631513.6589 FLOOR JOIST DEFTH USP NUMBER DESCRIPTION APPLICATION SPLICED JOISTS OVER HEADER/GIRDER 4"-B" LSTA36 1-1/4°x36'18ga.STRAP INSTALL 4.0'O.C.AND JACK FLASHING LAPS ROOFING 4'-S' LSTA24 1.1/4-x24-20ga.STRAP INSTALL 4-o"O.C.AND JACK STUDS ON ALL OPENINGS LOCATION USP NUMBER DESCRIPTION APPLICATION AT BOTTOM \ STUDS ON ALL OPENINGS 8"-16' LSTA48 1-1/4'x48°16ga.STRAP INSTALL 4.0'O.C.AND LACK JOIST TO RT30 TYDOWN CONNECTTO LOCATION USP NUMBER DESCRIPTION APPLICATION 8"-14• LSTA30 1-1/4513G-18go.STRAP INSTALL 4'0"D.C.AND JACK GIRDER/HEADER ANCHOR EA JOIST STUDS ON ALL OPENINGS STUDS ON ALL OPENINGS ALL OPENINGS LSTA12 1.1/4"x1r 20GA.STRAP APPLY TO EACH JACK STUD ROOF JACKS&VENTS DETAIL 14'-16' LSTA36 1.1/49t36"38ga.STRAP INSTALL 4'0"D.C.AND JACK These clans are w Mile)ur and ere subjeounder S to 102ftcopyright ALL OPENINGS Ri3 OR R77 T'DOWN ANCHOR APPLY' EACH CRIPPLE STUD STUDS ON ALL OPENINGS protection as U .C.as d en work"under Sec. a of the copyn�It Ad,17 us.D.as amended Dawmbar 1990 and Imo- an Archit d.rni Works Copydght P Wactlon Att of MO.The proteztion Indudes out is not Ilmited to the overall term as well as the armogemant and oomposWon of spaces and elements of design.Under such protection,unauthorized use of these plans, Work or home represented,we IegaUyresult In the cessation of wnslruttlon or buildings being selaed and/or monetary compensation to ZEN DESIGN LLC. NO. ISSUE DATE 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.2223 RIDGE CAP OF SAME DBL SILL PLATE TERMITE CONC.SLAS 03 SCHEMATIC DESIGN II 11,1223 ENDWALL MATERIAL AS SHIELD SILL GASKET 6 MIL POLY 04 SCHEMATIC DESIGN III 11,20.23 ROOFING NAILED TO GRANULAR FILL SHEATHING .. ANCHOR BOLiEMHEDMENT: 05 PERMIT SET 02.02.24 THROUGH VENT POURED CONCRETE 7" SIDEWALL WOOD JOIST BLOCK WALL-15' TYP.CONIC.FND.DAMPPROOF USE WITH 3x3 SQUARE WASHERS EXTERIOR E MIL POLY ON EXT. GIRDER/HEADER RAFTERS (USP LGP558) - FLOOR USP NUMBER DESCRIPTION APPLICATION WOOD JOIST KEYWAY FOOTING. LST ADS5 HOLD DOWN ANCHOR CONNECT TO I SIDE OF ALL CORNERS FOUNDATION "DIAANCHORSOLT TO FOUNDATION W/ANCHOR BOLTS ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING 16fflEINFORCING BAR ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO I SIDE OF ALL CORNERS SUPPORTED WITH THE PROPER STEEL CONNECTOR.IF ABLE, PRE-MANUFACTURED KEEP SHEATHING SILL PLATE TO FOUNDATION iSTORY 72'OC DRAIN TILE ON BOTH BOT.PLATE OF 2ND FLOOR SET FIR JOISTS APROX.#"HIGHER THAN LVL HEADERS TO RIDGEVENT FOLDS MIN.1.1/2"FROM (CRAWL SPACE OR FND) AND TOP PLATES OF 1ST FL CONNECT ALLOW OR SHRINKAGE&REDUCE BUMP OUTS. OVER RIDGE TO PEAK TO ALLOW SILL PLATE TO FOUNDATION 2 STORY THROUGH THE FLOORS TO EACH OTHER CONFORM TO SLOPE FREE AIR PASSAGE (CRAWL SPACE OR FND) 36'OC W/THREADED ROD. OF ROOF TYPICALWALL BOTTOM PLATE TO 1-2 STORY WHERE CONC. EDED FBRACING,PILASTERS OR STRUCTURAL FND.(SLAB ON GRADE) 57'OC MAINL� HOUSE WIND-BORNE_DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.1609.L2.201516C&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ,t ARE D A R C ROOF 4°TJJRUROOF 4'1NRUROOF 4°1HRUR00i u WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A ` L �j c MINIMUM THICKNESS OFg°AND MAXIMUM PANEL OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO �� �� S.Ntc�, STORY BUILDINGS.PANELS SHALL BE PRECUTTO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO ' ! SECTION 1609.3-4.1609.6.5 AND TABLE MELIA.OF N.Y.S..RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTIION FOR V 0 NEW BATH NEW MASTER BATH 2V; 2V; --- ----_ 2 DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.HARDWARE V ' ; i __'______ MST READY TO MUTTERS OR INSTALLATION. _______1___ 11/2V i IV2V -"---- + 1IJ12V A LAV � lAV I o o_ O o a o O O O ° N7r SNWR7 E__. , -00 ' IUB --------- ------- ----------------- ---'--� W.G� 'W.0 Ir-WA-1' � �SECOND fL00R SHWR ` FASTENER TYPE SPACING: ' 0 i s l 0 444 �-•I �0�� II ! '! No. WOOD-SCREW BASED 16"D.C. ° j ° ° j ° ° OF (V Evv �2' �2' 2' 2' r r 2° rW o`. ',, .,r :j ANCHOR WITH 21N. f , EMBEDMENT LENGTH .G No.10 WOOD-SCREWS BASED 16"O.C. i' ANCHOR WITH 21N. r , r r r + BATH1 BATH2 ' SCHOENSTEIN ' NEWHlTCHEN -----� ' -' —r o __. I r________I_ ! ._. _,_._____,-_:"_�c„_..___.__',�.._: o }`KDIAW(LSCREWBASED 16"O.C.BEDMENTLENGTH O O¢ ! i O -' - '-----.I ANCHOR WITH2IN, i ° ° RESIDENCE t1,/2V; EMBEDMENTLENGTH. j j j 450BITTERSWEETLN S 1/2V 11/2V 11/2V Iu2V 1112v 6 j j CUTCHOGUE,NY 11935 o C 109 D 1 ° JAY LAV LAY LAY u OAJ. �W.0 �W.0 Oy,`! r y0 2x4 OF i2 STUDS 1ST FLOOR 'TLB ; t }°APA RATED SHEATHING j S.C.T.M.#1000-104-02-007.3 SHWR 1.1/2' AW, �SHV/R 1 GRADE PLYWOOD /ii (ALTERNATIVE: 'OSJ1J 1 ; 1 ; SCALE: N.T.S. '- } PA PLYWOOD SHEATHING j t O ! 1 r, 2° 2' 2- 2- 2° 2' r 2' 2' a '.1.:..'---- ------ -''i DATE: 02.02.24 oI, --- - Ijp WINDOW SILL CO. ! 4" 3'I1/2v 3° ! ' DRAWN BY: ZEN.TO APPROVED SANITARY O i o j O b j O o DISPOSALSYSTEM i j ! FASTENER TYPE SPACING: i M dl No.8 WOOD-SCREW BASED B'D.C. BASEMENT ANCHOR WITH 21N 1 2*W WP. WINDOW OPENING EMBEDMENT LENGTH O O OQ ° f ° TYPICAL DETAILS 2 No.10 WOODSCREWS BASED B"O.C. i 1 i EIECTOR PANELSPANEQUALORSMALLERTHAN4FEET ANCHOR WITH2IN "--"""'--- "----`---"-'--------' `---------"'----'---- `"""-'-- I RISER DIAGRAMS PUMP 3' j C� EMBEDMENT LENGTH ! O O }'DIA LAGSCREW BASED 16 O.C. O O; O O ANCHOR WITH 21N, EMBEDMENTLENGTH. RISER DIAGRAM ASSEMBLIES(2) 1 WITH STUNS(2)2x4 EL O O O 2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR —SCALE;NTS GALVANIZED BOLTS W/WASHERS AND NUTS 2'V O.C. 'S. 66°22'50" W. 183.36' I ZEN DESIGN II® 1250 EVERGREEN DRIVE Q CUTCHOGUE,NY 11935 II N PHONE:631513.6589 These plans am copyrighted and ere subject to copyright pmtectlonas or'architecland work'under Sec.102 of the Copyright Act,17 U.S.O.as emended Docember 1990 and known as Amhltec t"Works Copyright Pmtectlon Act of 19%.The protection Includes but Is not limited to the oremll form as well as the arrangement and comcos Lion of spaces and elements of design.Ureter er such pmlactlon,unauthorized use ofthese plans, work or home represented,can legally result In the cessation of construction m bulldMgs being seized and/or monetary compensation to ZEN DESIGN I.I.C. 60 NO. ISSUE DATE 24.3' 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN II 11.12.23 EXISTING 005 SCHEMATIC PERMIT S DESIGN III 11.20.23 02 02.24 N GARAGE PROPOSED DECK 650 SF = ` } PROPOSED ADDITION - 422 SF 25' r. 82.5' h 75.8' ---- -- ,��FtED ARC I — - - ---- - 50.3' -=--- - �C2\y��`l Ea N/Cyo I Q- ��, O Nam. ,•• Z ih EXISTING M TWO STORY DWELLING M t !�I I PROPOSED BASEMENT ENTRANCE I 3` ° •� 7.1' �.q aaa23 O� 70.2' 32.1' M o�i 11.1' 62.9' TF 0 Iri SCHOENSTEIN 10.0' PROPOSED ADDITION RESIDENCE 25 SF I 450 BITTERSWEET LN PROPOSED FRONT PORCH CUTCHOGUE,NY 11935 I50 SF I S.C.T.M.8 1000—104—02—007.3 SCALE: 3/32"=1'-0" Q DATE: 02.02.24 L6 I DRAWN BY: Z.E.N. O I I z SITE PLAN I I N Am010 N. 66°22'50" E. BITTERSWEET LANE 183.36' SYMBOL LEGEND ZEN DESIGN 1250 EVERGREEN DRIVE DEMO DOOR EXISTING DOOR NY 11935 PHONE:63L513.6589 WALL TYPE LEGEND These plans are copyrighted avid ore nderSt to copyright proteetlonns er'architectural xark'under5ee.102 of the DEMO WALL ------------ Copyright Act 17 UZ.0.as amended December 19W and knonn -- as AtthRekuml Works Copyright protection AU of 1990.The protection Includes.but Is not limped to the overall form as welt am.FOUNDATION WALL as the armallomenl and comaositim of Spaces and elements of design.Under such protection,unauthorized use of these plans, work or he—rep resented,Can legally result In the cessation of NEWi0UN0ADON WALL ---- conawdtOn or buildings beingselzed and/or monetary compensation to ZEN DESIGN I.I.C. UJ ONG STUD WALLS l NE'WSTUDWALIS . �a ------------------------------------------------------------------ r i � ! ' NO. ISSUE DATE I r' - I 1 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN II 11.12.23 t 04 SCHEMATIC DESIGN III 1L20.23 05 PERMIT SET 02.02.24 ----------------- i I ' I I I � I I I I l I I , I ------------------ � 1 ,l� . ----------� ---- ------ ----�------ -- --........ E.N -------- ------�=-j---:--------- --- ---- - - - ---------- SEPTIC EXIT POINT � � - - Cyr RE AR lCy� R UNFINISHED BASEMENT LAUNDRY N� l' Z UP L 6��------ ---------------- -----_-----=L J s q T ()4 4 4 2�' .40�� I �I EpFNS t I it STORAGE i - - - - �-4- - - SCHOENSTEIN 11 J L_J RESIDENCE 11 r Pi - 450 BITTERSWEET LN --=— — CUTCHOGUE,NY 11935 L_J L__J LJ— ;L J s DP S.C.T.M.S 1000-104-02-007.3 �—ELECTRICAL LINE SCALE: 1/4'-1!-0' it°o I UNFINISHED a; I BASEMENT DATE 02.02.24 Al MECHANICAL DRAWN BY. 7-E.N. - - ------------------ ---------------------- BASEMENT r1 BASEMENT EXISTING -_ .�.� l -------------------- DEMO PLAN ---------------------- D-100 SYMBOL LEGEND ZEN DESIGN 12 50 EVERGREEN DRIVE DEMO DOOR EXISTING DOOR CUTCHOGUE,NY 11935 PHONE:631.513.6569 WALLTYPELEGEND These ct plans are mpvdg—hit.hted eN aremd.,S to coa102 of ht th protection as an'architactuml work'under5ec.102 of the DEMO WALL Copyright Act-17 US.O.as amended December 19M and known as Archlber.—I Works Copylight PlateationActo e protection Includes but H not limited to the oremll fwm as well EXIST FOUNDATION WALL as the artangement and cemoositlon of spaces and elements o design.Under such protection,unauthorized use ofthese plans, work of home represented,can legally result In the cessation of NEW FOUNDATION WALL r_--- lmnstmllon w buildings being sehmd and/or monetary compensation to ZEN DESIGN I.I.C. EXLSBNO SKID K'ALLS y 1 I NEWSW WALLS �a X X' N NO. ISSUE DATE 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN II 11.12.23 04 SCHEMATIC DESIGN III 1L20.23 I 1 05 PERMIT SET 02.02.24 I DECK 30W x 2,V5' 1 j II II II II I I n I I ;I II OUTDOOR i i i SHOWER 111 ON _ �RF-D Af�C vvvvv v -- - -------------- -- -- - ------ ��� � E..NtC TI 11 caeca t II „ v PANTRY L____�ii1 _] KITCHEN 1 ILL,\i i BEDROOM A3 I u ° li rs • i i ,%' - MASTER BEDROOM Lm�^t 3 DN 04442 y0�� -------- --------- -- -------- — ----i= OF N EVv CL i SECOND FLOOR HALL ABOVE ; If 1 y'�J 1 DINING ROOM i?ILLL SCHOENSTEIN BATH m I RESIDENCE N 450 BITTERSWEET LN L—I ,o, i i g CUTCHOGUE,NY 11935 0 Fri `° S.C.TM. 1000—104—02—007.3 UP SCALE: i/4" FOYER p MASTER BEDROOM A2 LIVING ROOM \ UI BATH DATE 02.02.24 r i % cL 'E= --= _� DRAWN BY: Z.E.N. 1 , r_— -- ---- FIRST FLOOR FIRST FLOOR EXISTING y DEMO PLAN UP N D-101 SYMBOL LEGEND ANEW I ZEN DESIGN 1250 EVERGREEN DRIVE DEMO DOOR EXISTING DOOR CUTCHOGUE,NY 1 935 PHONE:63L513.6589 WALLTYPELEGEND These plans are copyrighted and ovesubjecttocopyright protecllonas on'archltectural work'underndarSec.102 of the DEMO WALL ------------ Copyright Act 17 US.O.es amended December 1990 and known as ArtM1Keaural Works CopyrigplProtecUon Act of 1990.Th. protection Includes but is not limited to the oremll form as well ow..FOUNDATION WALL as the arrangement and composition of spaces and elements of design.Under such pmtecUon,unmdhoriced use of these plans. work or home represented,wn legally result In the cessation of NEW FOUNDATION WALL construction ar buildings being seleea anq/or monetary compensation to ZEN DESIGN U.C. E70SDNG STUD WALLS NEWSTUDWALLS NO. ISSUE DATE Ol PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN II 1L12.23 04 SCHEMATIC DESIGN III 1L20.23 05 PERMIT SEf 02.02.24 �'RED Ay C, ------------ N� Z_____________J 53'KNEE WALL 53'KNEE WALL CL •�� h. DN ...sue' .O444?, Q� �TE y0 �F NEB DEN SCHOENSTEIN RESIDENCE BEDROOM N4 z 450 BITTERSWEET LN N CUTCHOGUE,NY 11935 e OPEN TO BELOW S.C.T.M.N 1000—104—02—007.3 SCALE: 1,/4'-X-0" DATE 02.02.24 53'KNEE WALL 53'KNEE WALL DRAWN BY: Z.E.N. r-------- ———— I I I I I n SECOND FLOOR EXISTING SECOND FLOOR DEMO PLAN N D-IL02 SYMBOL LEGEND 1 Aa01 SMOKE/CO2 DETECTOR N'27- V ®© STRUCTURAL POST ar T ZEN DESIGN NEW DOOR EVERGREEN DRIVE OUSTING DOOR 6,Yrs u I o CUTCHOGUE,NY IMIS aatar PHONE 63LS13.6589 (a� FA•7>7! y AAUW aT �• aw ___________J rQla •I'aa(rep S(LRT hIILtf) S •... WALL TYPE LEGEND i------------ - xn rs ;:; •a'ac(m smyYAam :. 8' • Thm pterm ne oopydo*W wW ere wgat to coprW ------------- -------------- DEMO WALL ---- - ---i CM Wd Act,17 UAO.W am..ftd Deoemher 1M aM kw— PORCH/DECK/HOUSE------- protection ae en'artl1ltacWret erorl urMersec 302 of the I I _ PORCH/DECWHOUSE CONNECTION DETAIL PORCH/DECK/JOIST CONNECTION DETAIL SIMPSON STRONG-TIE ABA44(ABA66 SIMILAR) m ArcNtectuml Worlm Copyr(ot Protedlm Act d loft The OOST.FOUNDATION WALL ___________ ________ ----L_________-______ _ i (2)2x10 GIRDER I Dr trectlo n9sm "Y rrot i 5 tIm t fsPe and dm n w o ntiroLUndWmentandcanpasau otepoae ofe=ONof NEWRNINDARONWALL •—•—•—• •—•—•—' —•—' •—• •—•—•—• I or have repreeera� I NWry mudt N the tawtlmofof mrmtrudion a DuDdho beWsetmd mWw rnaa7mY cmwmatiml to ZEN DESIGN LLC. FXISIINGSTUOWALLS I I m 1 A • i RARING NEWSND WALLS (2)2x10 GIRDER L,wAX. 7— - —Ll-j POST a: (smoscw smwvG-lw PC) (suasov SnUVr-TE DNTa) NO. ISSUE DATE m ; 25'-0 01 PROGRAMMING 09.24.23 ggs 02 SCHEMATIC DESIGN 1 10.22.23 i (2)2x10 2x]O LEDGER ; 03 SCHEMATIC DESIGN II 1L12.23 —�G --•—, _ Y 04 SCHEMATIC DESIGN III iL20.23 7. •S:4 JOIST 05 PERMIT SET 02.02.24 .f.., 06 REV 1 03.18.24 1 j (SIMPSON STRONG-TIE ABU44 C ) (SIMPSON STRONG-TIE DBTl) I I 1 r l 1 1 1 r l 1 1 1 1 z , rt DECK CONNECTION DETAILS 1 (2)2x30 ® UNFlN—IS HED —• •—. —. N BASEMENTAA I 1 , Q r- - - peo ¢ � L --------------- ---- -------- NEW(z)1�•xu�LVLGIRDER RE D A R(� `, —•—.—. -------- -- ---------- � ` _, - SEPTIC F(R POINT °------------ 5,! °F- F- I'm a Z I O a A '1 UNFlNISHED � �' UP EXIST.(3)1j"x 11;LVL P �L, - N•1 ' I BASEMENT — -L .� r V' 7 ev � 04442 V z 0 I EXISTING(3) Pi S,x1.1ILVLGIRDER +,-•-• SCHOENSTEIN I mos J L__J • EIOSTING(3) _ O j RESIDENCE � L- p �- 1•x 11 LVL GIRDER 450 BHTERSWEET LN — — — -r e —'— CUTCHOGUE,NY L1935 L__J L J j F�asT.(3)1 x ss�LVL S.C.T.M.#1000-104-02-007.3 8 0 FlNLSHED �•�• .0 LANDING STOMGE ELECTRICAL LINE SCALE 1,/4e•:V-O' H Wal f y I I I o DATE 03.18.24 z� MECHANICAL LL Is O DRAWN BY: ZEN. STORAGE B� E _ ___ _ BASEMENT z BASEMENT PROPOSED MASONRY FRONT PORCH FLOOR PLAN WITH BRICK VENEER FILL WITH COMPACTED SOIL - TOPPED WITH BLUESTONE A=0100 1 PAVERS A301 SYMBOL LEGEND 1 A301 SM SMOKE/CO2 DETECTOR ®© STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE,NY 1"35 PHONE:63L513.6589 GARAGE WALL TYPE LEGEND Thee pleas are copyd$dud and am subject totrt protection ion asen'erdrbWOW co'architectural WOW Sec.102 102 of oithe DEMO WALL CopYtlglrt Act,17US.O.as mended December 1990 and kw"m es ArchItectured EXIST.FOUNDATION WALL DN protection Indudes but is net Imbed to the overall form as well as the arrangement and composition of spaces and elements of design.Under such Protection,unauthodmd use of these plain, work or home represented,can legely result In me cessation of NEW FOUNDADON WALL or or buildings being seized and/or monetary Y ,U" compensation tD>7:H DESIGN t1.C. EXLSBNG STUD WALLS m N NEWSTUD WALLS z 9 a ti 4'-11/2" NO. ISSUE DATE 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 4 O wss cots wss p11 w1a w1 w]e 03 SCHEMATIC DESIGN II 1L12.23 O O O O O 04 SCHEMATIC DESIGN 111 1L20.23 5 05 PERMRSET 02.02.24 06 REV i 03.16 24 SN � DW i BENCH Y w1s wss U 1 0 1 A300 2�2 A-300 ON Z wit KRCHEN ci _ d i I ® DBL I iRSH i z z csi Y O Z I �� m I 22 z z 0 R DW S � r I pu I —'— — —I I DN YI O qR C IjEW BER O/ Ala r! I STEEL GIRDER ON 4x4 STEEL ` �Icn Ice m>z POSTS DOWN TO EXISTING z FOUNDATION WALL sM N N 2 z PANTRY MUDROOM �I� „ �� I{ '1 O� EXISTING(3) I DN 'J 11 � \\ // sIX 04 4 4 2'' Q� i"x 11 j LVL FLUSH GIRDER pe�1• ) qT �0 cuBelEs r---------- ------------------------------ N E ,44 I SECOND FLOOR HALL ABOVE OF SCHOENSTEIN RESIDENCE _CUTCHOGUEE,,NWY11935 vi utnnG Roots S.0 T.M.#1000-104-02-007.3 DOUBLE HEIGHT Up SPACE COAT cLosEr Q SCALE: 1/4" f-O" DFFTCE rolt BATH 2 (BEDROOM 4) (UNCHANGED) DATE: 03.18.24 i cL ; DRAWN BY: 7-E.N. i i p>3 FIRST n FIRST FLOOR PROPOSED FLOOR PLAN NEW 2xB RAFTERS 4x4 POSTS ON SIMPSON ABA44 WETSEr ANCHORS ®16"O.C. 1 UP A-101 A301 SYMBOL LEGEND ;: ) SM SMOKE/002 DETECTOR ®© STRUCTURAL POST ZEN DESIGN 1250 EVERGREEN DRIVE NEW DOOR EXISTING DOOR CUTCHOGUE,NY 11935 PHONE:631 513.6569 WALL TYPE LEGEND These plans are copyrighted andwole subject nderSm102 ofti protection ea en'erctrbecturel woM'uMerSea]02 of th DEVOWALL Copyright Act,17 US.0.asamen wm dedDeher199DarWk— as Archbecturel Wodcs Copyright Protection Act of 19MThe EXIST.FOUNDATION WALL as the errengement and composKlon of spaces end elements of protection des but Is not tndtod mtho overall form as well daslga Underwch pmtecdon,uneuthodmd uw of mew plans, NEW FOUNDARON WALL work or home represented,can legally result in the cessation of hxrtsimctlon or bagmrhgB being gained and/of rrwhemry compensadnn toZ NDESIGN I.I.Q.EY/STINGSTUD WALLS 77-- NEW SRID WALLS 25 . NO. ISSUE DATE 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 r ------7 ------ 787 wza —tl---- ---- , /_„/,� %' 03 SCHEMATIC DESIGN II 1112.23 04 SCHEMATIC DESIGN 111 1120.23 05 PERMIT SET 0 . .24 IX06 REV 1 03.1818.24 A$ VJ ® I' A-300 I ❑ hlO ROOF RAFTERS I AJ00 I CG 16"O.C. I 2x6 COLLAR TIES o �/►, 0 /� A ?P I MASTER I o MASTER aryl Di // ys �(. -/ I � wzt ❑ I I � I Q I I SM I I raze 1 L" rJ o o SHELVES - '_ L— ------- ------� RG� A I ; - ------ I 1 o I ------ a I �� ��.� E. NJCy, T� msu BA 3 raze ___Lm su i I (1 - ------ I ---To; ------ SM 53'KNEE WALL CL mu O 3'6" 13 b'' 3 2".. - v 4 / \ \ / v I i m ON \ \ / / 04442'' 0� . I sM I TF `f y ' BEDROOM 2 SM BEDR00M 3 I O F N E`tj I I I I ._._,_,_,_._._ _,_._._._, L, EXISTING_, SCHOENSTEIN (2)1 F4"x i TJ LVL RIDGE I RESIDENCE I I I I 450 BITTERSWEET LN I I CUTCHOGUE,NY 11935 OPEN TO BELOW I S.C.T.M.#1000-104-02-007.3 I I SCALE: 1/4" &also mza mzs I 3llllle I e cL 0 I DATE: 03.18.24 OeE@00° 53"K WALL eoelaee 53°NNEE WALL I DRAWN BY: Z.E.N. I I I I I I I I ------------------------- --------- -------I r------------J SECOND n SECOND FLOOR PROPOSED I I I FLOOR PLAN I NI I 1 Am102 A.401 1 M01 ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE:631.513.6589 These plans an cepydghted and are subject to ooprdght protection as or-architectural work'under See.102 of the Copyright Act.V 05.0.as amended December 19W and known ps Architectural Works Copyright Protpctlon Act of IM.The protection includes but is not limited to the overall form as well as the arrangement and Cnmposlllen of spaces and elements of design.Once,such protection,unauthorized use of these plane, work or home represented,on legally result in the cessation of oonstmalon ar buildings being seized and/or monetary compensation to ZEN DESIGN I.I.C. NO. ISSUE DATE 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN II 11.12.23 04 SCHEMATIC DESIGN III 11.20.23 05 PERMIT SET 02.02.24 1 i 1 a i fi`12 PITCH �6:32 PITCH. I - 5uN1cti �F 0 n 4 4 47- OF Nv O � SCHOENSTEIN RESIDENCE 450 BITTERSWEET LN _ CUTCHOGUE,NY 11935 - S.C.T.M.N 1000—104—02—007.3 SCALE: 1/4'a 1r-0n ... �- DATE 02.02.2 DRAWN BY: Z.E.N. ROOF ROOF FLOOR PROPOSED ....v..n• :7.6:12 PITCH' ,7.5:12 PITCH• 1 PLAN lit N 1 A-103 A-301 i A-301 ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE:63L513.6589 These plans are copyrighted and ore subject to copyript - - - - prolectionas or'architectural work'under Sec.102 of the 12 - Copyright Act.17 U.S.O.ss amended December 1990 and known 7.b r— as Archltedurol Works Copyright Protection Act of 1990.The protection includes but Is not limited to the overall form awn!] 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 cessetion of _ contraction of buildings being seized and/or monetary comcensetion to 2EN DESIGN U.C. NO. ISSUE DATE 01 PROGRAMMING 09.24.23 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN II 11.12.23 04 SCHEMATIC DESIGN III i1.20.23 05 PERMIT SET 02.02.24 1 NORTH ELEVATION i Asoi _ y _ O N� Z FM 4442'' OF NSA - - - - - - -�. „ woo •;,; ; � - •- - _____ SCHOENSTEIN RESIDENCE 450 BITTERSWEET LN ® � CUTCHOGUE,NY 11935 i S.C.T.M.#1000-104-02-007.3 SCALE: 1/4"-it-0" DATE: 02.02.24 DRAWN BY: Z.E.N. SOUTH ELEVATION 2 NORTH ELEVATION SOUTH ELEVATION A-200 • 1 A300 --; ZEN DESIGN L/ 1250 EVERGREEN DRIVE CUTCHOGUE,NY M35 PHONE:631-513.6589 r1 12 ® These Plans an,coR'righmd and are subject to copyright _ ( protecllonas ar'architecturel nork'under Seu 102 of the Copyright Act 17 US.O.3s amended Decem own ber 1990 and kn as Architec I Works Copyright Protection Act of 1990,The 12 protection Includes but Is not limited to the overall form as well 4 r as the—glyment and comoosltlon of spaces and elements of _ - doslgn.Under such protec0on,unauthorized use of these plans, work or home represented,can legally result In the cessation of ------------------------- - construction or bu0sings being seized and/or monetary compensation to ZEN DESIGN I.I.C. NO. ISSUE DATE ------ - ------------------------------------- 01 PROGRAMMING 09.24.23 ---- - — -- --- 02 SCHEMATIC DESIGN I 10.22.23 -- 03 SCHEMATIC DESIGN II 11.12.23 04 SCHEMATIC DESIGN III i1.20.23 05 PERMIT SET 02.02.24 n EAST ELEVATION 1 A300 ER Ape Q- N� Z 12 �TE'OF NEB yO 00 -- - - -- ----- ------ ------- -------- -- ------------ -- -- -- -- ---- ---- -- - - - -- --- -------- -------- ----------- SCHOENSTEIN RESIDENCE 450 BITTERSWEET LN CUTCHOGUE,NY 11935 S.C.T.M.S 1000—104—02—007.3 I ' SCALE: 1/4e=1r-0a ------------- ---------------------- ------ ----- -- ---- -- --------------- ------------ ------- -- -- -------------- DATE 02.02.24 DRAWN BY: Z.E.N. n T WES ELEVATION �!!. EAST ELEVATION WEST ELEVATION A-201 ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE 631513.6589 12 ti �9 These pens ere copyrighted and are subject to cePPW protection as an'archhedurat work'under Sec 102 of the Go pykW Ad,17 USO.as amerulad December 1990 and la— as Arohhactural Warta CopyftV Protectloa Act of 1990.The Protection bdudes but Is not Imitad to the overallbmr as we11 es the arrangement and compodtlnn of spaces and ebmente of claeWL Undinsudl protection,unaudmized use of these plans, - work or home represented,can legally resuh In the cessation of mnsUudbn or bundblgs beingaebed and/or monetary oaalP—thun to ZEN DESIGN I.I.C. t- } _ MASTER MASTER BEDROOM JEATHROOM NO. ISSUE DATE m vro vna vxe 01 PROGRAMMING 09.24.23 O O 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN 11 11.12.23 k 04 SCHEMATIC DESIGN III 1120.23 05 PERMITSET 02.02.24 06 REV 1 03.18.24 -,,K1 HRCHEN = RED ARc E. N/CyO�TF` N� Z s�T 04442�' �OQ� F O� NEB SCHOENSTEIN RESIDENCE 450 BITTERSWEET LN CUTCHOGUE,NY 11935 S.C.T.M.0 1000—104—02—007.3 SCALE: 1/4--1r-0- DATE: 03.18.24 DRAWN BY: ZEN. SECTION 1 A-300 EXISTING(2)11 x III LVL RIDGE NEW(2)ij x 11j LVL RIDGE NEW 2x10I.Kins®16"O.C. — 12 ' -- - ZEN DESIGN 1250 EVERGREEN DRIVE CUTCHOGUE,NY 11935 PHONE:631.513.6589 NEW 2x6 COLLAR TIES 0 i6"O.C. - - .0 .r: .r, 1. Theso plum ere ceDydglnod enderowb)oct to mpyrl®rt Droteellon m an"erNtiesture.work'under5eo.sO2 of tiro Copyright Act,17 U.S.O.as amended December 1990 and known ._C.: — i '%_ _'.\' __-\t` .( ;:f protection Anon MC 4esork ts Works Copyright edbtlpn Act at IM.The form mwag es the arrangement and composition of spacre and elements of design.Underwch protection,umuthortred use of those plans, wodc or home represented,con legay rew0 In the cessation of cemtmctian or buWkkgs heingset and awl/w monetary compensation to ZEN DESIGN I.I.C. VFSTI LE MASTER _ BEDROOM NO, ISSUE DATE 01 PROGRAMMING 09.24.23 -` 02 SCHEMATIC DESIGN 1 10.22.23 03 SCHEMATIC DESIGN 11 ii12.23 - 04 SCHEMATIC DESIGN 111 1120.23 Wi0x54 ON 4x4 STEEL COLUMNS _ 05 PERMIT SET 02.02.24 DOWN TO EXISTING FOUNDATION 06 REV 1 03.18.24 I I V1 I I vi II I .'r I II - II I - LNING I HRCHEN ROOM I I II ' II eeo ee ee ee Dee E. NIC/SO jr 4: \ s� 04442� Q� . RAISED TOO AEXISTING LLTE W MINIMUM 80"LINE TO BET� �O HEAD CLEARANCE INTO NEW �� N�\'N 13ASEMEM AREA FlN DHED SCHOENSTEIN STORAGE LAN ING _ RESIDENCE 450 BITTERSWEET LN CUTCHOGUE,NY 11935 S.C.T.M.#1000-104-02-007.3 i SCALE: 1/4"-1r-0e DATE: 03.18.24 DRAWN BY: ZEN. SECTION 2 Am301 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 81)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 - 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) 2"CDX SHEATHING.TYP. AIR AND WATER SHIELD HARDIE BOARD SIDING TO MATCH EXISTING 3/4"PLYWOOD SUBFLOOR GLUED AND NAILED TO WOOD FLOOR JOIST. 118"360 TGI FLOOR JOISTS @ 16"O.C. FLASH FOUNDATION PERIMETER(TYP) 2x6 TREATED PLATES W/2" DIA.X 9 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 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. 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