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HomeMy WebLinkAbout50789-Z" NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 5 6 7 USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY 8 10 11 12 KING STUDSDRAWING REVISIONS NO. DATE REVISION RAFTER CRIPPLE STUD WALL STUD ENDWALL 1 BOTTOM PLATE 2 RIDGE LEDGER BATHTUB 3 HEADER DOUBLE JOIST 4 SIDEWALL 6 JACK STUDS RAFTER 7 FLOG USP NUMB FDESCRIPTI N APPLICATION 8 BATH/SPA TUBS TO HAVE A DOUBLE FLOOR J S ER FOR 9 1ST. ADS5 HOLD HOW CONNECT TI 1 SIDE N ALL CORNERS ADDED SUPPORT EACH WALL RUNNING PARA WITH 10 ANCHOR TO FOUNDATION W/ANCHOR BOLTS SUPPORT Pb$71 i$E> 11`t3.1FS(�F�JF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATIO USP NUMB R DESCRIPTION APPLICATION RAFTER SI BSP NUMBS DESCRIPTION APPLICATION I IST NOT DIRECTLY UNDER PARALLEL 11 HOLD DOWNTH GHD9 OR AND TOP 12 { " 2ND. ADS5 ALL OPENIN S LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STU ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RA TER 2x6-2x8 LS26 18ga. SLOPE HANG PLY TO EACH RAFTER/LEDG R IST DIRECTION WITH (2)JOISTS. UNDER WALL. ANCHOR THIRIHD�OE3[3H PROVIDE ROD. ALL OPENIN giT3 OR RT TYDOWN ANCHOR APPLY TO EACH CRIPPLE ST D 2X10 LS210 18ga.SLOPE HANG PLY TO EACH RAFTER/LEDG R BLOCKING @24"OC THIS APPLICATION IS APPROVED ONLY FOR WORK ip INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL WALL STUD OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR THROUGH-ROOF EXHAUST TO BE CONSIDERED AS EITHER BEING APPROVED OR IN VENTS SELECTED AND , LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS ' SILL PLATE(S) WALL SHEATHING MAINTAIN VENTILATION WOOD JOIST 00 SIDEWALL FLASHING FOUNDATION ACHECITO WALL TOP PLATE BLOCKING STUDS - - - - FINISH WALL AND MOISTURE ATTIC SHALL BE PROVIDED 2x4 LEDGER BLOCKING @48"OC BARRIER TO LAP FLASHING WITH 2x4 SOFFIT JOIST AT WALL--MAINTAIN GAP A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEP LISP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKIN NOT LESS THAN 1/150 OF THE AREA OF GUTTER WALL STUD THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER e INSTALL 4'0"O. SHALL BE COVERED WITH CORROSION- CONTIN.SCREENED VEN 4"-8" LSTA24 1-1/4"x24"20ga. STRAP AND JACK STUD RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT. PLYWOOD ON ALL OPENIN S PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0"O. . FLASHING To FORM CHANNELLOCATION USP NUMBER DESCRIPTION APPUCATIO V SOFFITED EAVE PROVIDE BLOCKING BETWEEN JOISTS THAT ARE 8"- 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STU AND SO AS MAINTAIN AIR 9 GAP TO PREVENT CAPILLAR 4"-6" RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHO EACH A T SPICED Applicant of Record: ON ALL OPENINGS / ACTION g EACH RAFT R AND SAAC - RA E INSTALL 4'0"O.C. CONNECT T ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 14"- 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STU 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHO EACH RAFT R SOFFITED EAVE DETAIL ON ALL OPENIN S KEEP ROOFING NAILS OUT 2ND. FL OR WALL OF FLASHING 11575 MAIN BAYVIEW ROAD ROOFING FLASHING 4 INCHES E SOUTHOLD, NY 1 971 Contact; Isaac ClayCoffeyR.A. BASE FLASHING WRAPS CORNERS, RAFTER NYS LIC#039767 EXTENDS UNDER SHINGLES AT GASKET NE T. 347-276-6093 E. clay@isaac-rae.com / SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN.4 INCHES ROOF JACK WOOD JOIST TOP PLATE gAPPING BE ATTA D W4 SIDE WALL FLASHING ROOFING LAPS GIRDER/HEADER LIDS METAL FLASHING AT ALL EAVES,SIDEWALLS, FLASHING AT WOOD JOIST 1 ST. FLOOR WALL @48"OC SIDES AND TOP AND ALL WINDOW/DOOR OPENING JACK STUDS AS TO FORM DRAINAGE CHANNELS AND WALL STUD FLOOR JOIST DEP LISP NUMBER DESCRIPTION APPLICATION RAKES--PROVIDE HEMMED EDGES SO INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION FLASHING LAPS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE .. oR Ep 4"-8" LSTA36 1 1/4"x36' 18ga.STRAP AND JACK STUD LOCATION USP NUMB DESCRIPTION APPLICATION ROOFING AT BOTTOM SEBLE,SET FIR JOISTS APROX. 1/2"HIGHER THAN ON ALL OPEN INC S CONNECT EACH LV INSTALL 4'0"O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE HEADERS THE PROPER STEEL CONNECTOR. 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUD PLATE/WAL SPTH4 STUD PLATE ANCH CONNECT OVER TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENIN S <�LATES TO EACH STD ROOF JACKS&VENTS DETAIL DBL.SILL PLATE Project: TERMITE SHIELD ' C.SLAB SILL GASKET ' 6X6N10/10 WWM Skunk Lane Residence ' r COMPACT FILL TYP. CONC. FOUNDATION CONC.SLAB DAMPPROOF EXTERIOR V GRANULAR FILL ° - V 6370 Skunk Ln, Cutchogue, NY 11935 6MIL POLY ON EXTERIOR ° V Project No.: P.T. PLATE � ° � � j 1/2"AIR S ACE I R-02 e° ° ( A ' )`Q AT END AND V i / . �` Q r IDES OF WOOD GRADE ° Q BEAMS 'Q 'Q �'' Seal/Signature: KEYWAY FOOTING u ° P ° ° ° D 12" u D o D V ` a 4 ° 4 ` ' ^ NOTC BEAM FO MUDSILL IF REQUIRED r L�`^ a Q 6X6 W.W.M. Q Q Q d° ° USE WITH 3x3 SQUARE WASHERS -- MIN. ° e ° ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) .° �\ MAXIMUM Q REINFORCING BAR ,A n r NOTCH EQUALS 1/4 DEPTH OF BEAM DRAIN TILE REINFORCING BAR ' ' - . D REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOL 'a ANCHOR BOLT CONNECTION - d{, DRAIN TILE F, SUPPORTIN MAXIMUM SPACING % ;° SHEET METAL/30#FELT UNDER BEAM AT POINT TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)#4 THICKEN SLABS BENEATH BEARING WALLS SILL PLATE TO FOUNDATION OF CONTACT WITH CONCRETE OR CONC. BLOCK REINFORCING QED AFC(,+ AR6INFORCE FOOTING WITH (2)#4 CRAWL SPACE OR FOUNDATION 1 STORY 72"OC 'o• a 3" BARS k.AY C �,,�_ ,;a:;;.;;,. •' C6 ICING SILL PLATE TO FOUNDATION .n SHIMS TO LEVEL BEAM esG� TYPICAL CONC. FOUNDATION.APPLY PILASTERS BARS. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM i'y WALL BOTTOMSLAB ON-GRODFOUNDATIO 1-2 STORIES 57"OC BEAM POCKET GENERAL DETAILSI ,r� 0397al 1 1/4" = V-0" TF O F NE Date: Scale: AS NOTED Drawing Title: GENERAL DETAILS & PLUMBING RISER DIAGRAMS Drawing No.: CY) O N 12 DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES -N E RAL NOTES : 3 PLAN CONTFNTq NAILING SCHEDULE 4 CONSTRUCTION NOTES: WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R-40 RESIDENTIAL 5 ROOF FRAMING: 1) The information'within this set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING 6 JOINT DESCRIPTION NOTES 7 -' interit'and framing details. They are intended as a construction aid , not a substitute 1-1/4 (SEE ELEVATIONS) 8 ;for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap, the number of 10d common nails required RAFTER TO 8'WALL:3-8d COMMON EACH i'State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 1 U WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) ',con$truction details and procedures to ensure a professionally finished, structurally CEILING JOIST 8'WALL:3-8d COMMON EACH 11 p p p ) TOE-NAIL 2 DIN w/ 2020 STATE r sound and a weatherproof completed product. 2 . RAFTER-TO-WALLA • Lateral framing and shear wall connections for rafter, ceiling or truss to to late shall be in TO TOP PLATE 1 U WALL:4-8d COMMON JOIST 12 ''. g g p p DESIGN CRITERIA SUPPLEMENT: 2).=: tie General Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO As PER TABLE 3.7 EACH FACE DRAWING RE ;.,,a. , ,. ,.'„ • VISIONS current federal, state, count and local codes, ordinances and regulations, etc. or trusses shall be attached to the wall to late and the wall to late shall be attached to PARALLEL RAFTER WFCM - SBC LAP NAIL y g P P P P FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES These codes are to be considered as art of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the building}' p p g p 9 g g No. DATE REVISION ,�, •;,,'.. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 6 'should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM -SBC LAP NAIL DECKS 4 3). Dimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: coLtAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 3 A (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM -SBC END NAIL accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING EACH TOE ATTICS w/ STORAGE 2 4 DESIGN LOAD CALCULATIONS 2-8d COMMON ROOF LOAD SNOW GROUND 5 The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL ( ) 2 (LIVE LOADS PSF) 6 responsibility for construction coordinating with these plans, nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 4 7 construction means, methods, techniques, sequences, or procedures, or for safety 2 - 16d COMMON precautions and programs in connection with the work. There are no warranties for a 4). WALL ASSEMBLY TO FOUNDATION: To RAFTER END NAIL ROOMS (SLEEPING) 3 8 specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift STAIRS 4 9 WALL FRAMING: 10 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete NAIL NAIL GAURDRAILS ANY DIRECTION 20 ' 5). Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION QTY. SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 11 the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 12 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO 2- 16d COMMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION or exceeds manufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE FOOT SEE NOTE: 1 ROOF - DETAIL PAGE & GENERAL NOTE PAGE THIS APPLICATION IS APPROVED ONLY FOR WORK anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 7). The General Contractor is to consult with the owner for all built-in items 5 . TYPE I EXTERIOR SHEARWALL CONNECTIONS: 4- 1sd COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR INTERSECTIONS EA. SIDE NAIL TO BE CONSIDERED AS EITHER BEING APPROVED OR IN such as bookcases, shelving, pantry, closets, trims, etc. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ACCORDANCE WITH APPI attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD 2- 16d COMMON O.C. NAIL FIRE PROTECTION Sym.. 8). 130 MPH Wind load requirements shall be taken into account during construction. 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel SEE FLOOR PLANS gypsum P HEADER TO 16d COMMON 16"O.C. FACE SMOKE & CO2 DETECTORS FOUNDATION NOTES: edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Consultants in table 3.15a-b. 1). The General Contractor and Mason to review plans, elevations, details and notes to TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK determine intended heights of finished floor(s) above typical grade. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE To STUD 3- 16d COMMON PER 2x6 STUD NAIL 2). All footings to rest on undisturbed (virgin) soil. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL - CLIMATIC&GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT SEE NOTE: 1,2 GROUNDWIND SEISMIC FROSTWINTERICESHIELD 3). Provide 1/2 expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD + ' concrete or masonry walls occuring in exterior or unheated interior areas. 7). INTERIOR SHEARWALL CONNECTIONS: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING: MODERATE SLIGHT TO 4). Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathingand connections shall be in accordance with NAIL NAIL be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. JOINT DESCRIPTION QTY SPACING NOTES 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERAT 11 NONE - '5 . Unless otherwise noted all slabs on rade 'o be 4,000 s.i.. Concrete to be 3 JOIST To: PER TOE ; . ) � g p• 8 .•�•ONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs ) SILL,TOP PLATE OR GIRDER JOIST NAIL P g D g Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NOTE: to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with table 3.5. Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY 6'' maximum lifts (layers). TO JOIST END NAIL 6).' ;Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 9). CATHEDRAL CEILING ASSEMBLY: BLOCKING 2-8d COMMON! EACH TOE $X16 cast iron foundation vent: for every 150 sq. ft. of area. Where a ridge is to be used as a structural beam, the rafters shall either be notched and TO JOIST END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: a -to-ridge BLOCKING TO: EACH TOE nchored on top of the beam or slope connectors shall be attached to each rafter 7 ,'Dam roof exterior of foundation with bituminous coating as required b current 3- 16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIA E . ) pp g q Y along the open ceiling part of the building. Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Residential Construction Code. A 6-mil polyethylene film shall be applied over attached with the above requirements. LEDGER STRIP EACH FACE +, .:the:'beloW grade portion of exterior walls prior to backfilling. 3- 16d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.G. 8d COMMON @ 6" O.C. INSULATION TO BEAM JOIST NAIL SEE NOTES:1,3 8) ,Drainage as required by current 2020 N.Y.S. Residential Construction Code. JolsT oN LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 61, O. . 8d COMMON @ 12" O.C. SEE NOTES:1(BOTH FIELDS) 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM 3-8d COMMON JOIST NAIL NOTE:2 FOR PANEL FIELD �' + 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" 0. . 8d COMMON @ 4" O.C. FRAMING NOTES BAND JOIST PER END SEE NOTES:1,3 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3- 16d COMMON JOIST NAIL ` 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO: PER TOE NAIL NOTES ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 5, FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER 2- 16d COMMON L': + INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF SILL OR TOP PLATE FOOT SEE NOTE: 1 Applicant of Record: "- 'STATE 2017 UNIFORM CODE SUPPLEMENT. 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ,STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2, OR BETTER, 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: UNLESS OTHERWISE NOTED ON THE PLANS NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, AAC - RA E JOINT DESCRIPTION 3: FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. RECOMENED INSULATION AS FOLLOWS QTY. SPACING the 4 foot perimeter edge zone attachments required shall be used. UNLESS NOTED 11575 MAIN BAYVIEW RD SOUTHOLD 11971 4. 1 UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 2X10#2+ AS PER TAE?LE 3.8 BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2) JACK STUDS AND (2) FULL VAULTED CEILINGS : 2" SPRAYED CLOSED CELL SPRAY FOAM CONTINUOUS STRUCTURAL PANEL 8d WFCM -SBC 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter It truss framing members with G>0.49. T. 347-276-6093 E. clay@isaac-rae.com LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3) JACK For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL INSULATION R6.5 per inch. 9.5" THICK COMFORTBATT THERMAL BATT INSULATION R38 CEILING SHEATHING: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET WINDOW SILLS SHALL ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For FORTH HEREIN ARE THE PROPERTY OF ISAAC RAE LLC,AND ARE PROTECTED OPENINGS BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9. WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. NAIL NAIL PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. JOINT DESCRIPTION QTY. SPACING framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. WITH ROCKWOOL R15 3-1/2 FOR TOTAL OF R23 IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED FLOORS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 7" O.C. EDGE CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. • 5d COOLERS PERMISSION OF ISAAC-RAE ARCHITECTURE 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R23 WALLBOARD 10' D.0 . FIELD JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R13 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. WALL SHEATHING: 7. 7). PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) PLUMBING NOTES SHEATHING LOCATIONNAIL SPACING NAIL SPACING AT INTERMEDIATE AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE 1. All water supply, drainage and venting to be installed as per N.Y.S. Residential JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Project: NOTED (TYPICAL). g 9 P QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) Construction Code, and shall meet Suffolk County Health Department requirements 4 EDGE ZONE 8d COMMON @ 6 0. . 8d COMMON @ 12 O.C. Skunk Lane Residence8. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING STRUCTURAL AS PER TABLE 3.9 NOTE: 2 FOR PANEL FIELD IN FLOOR JOISTS UNDER ALL BEARING WALLS. as Stated on septic permit PANELS 8d COMMON WFCM -SBC 9. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL 2. Verify septic system with the Engineer for Suffolk County Health Department INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 6370 Skunk Ln, Cutchogue, NY 11935 DRAFT BLOCKING AS NEEDED. approval. 7/16"OSB 6d COMMON 3"O.C. EDGE 10. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2" PLYWOOD 6"O.C. FIELD NOTES THICK,4-PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related Project COVER OVER PLATES AND HEADERS. work,provide adequate bracing and plates to protect and secure the structure. Verify GYPSUM 5d COOLERS 7" O.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment ct No.: 11. UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH with the state code and manufacture's recommendation for maximum hole size and WALLBOARD 10"O.C. FIELD IR-02 ' PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR requirements shall be used. permitted JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER spacing .FLOOR SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing seal/signature: MANUFACTURE'S INSTRUCTIONS. members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be HVAC SYSTEM NOTES 12. ALL BATHROOM WALLS rO HAVE 5/8"THICK MOISTURE-RESISTANT SHEETROCK. JOINT DESCRIPTION NAIL NAIL NAIL SPACING reduced to 6 inches o.c. 13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for ROCK AND TO MEET AN, 263 AND DESIGN NO. U349 requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS 6"O.C. EDGE q 8d COMMON common nails. 14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, 1 OR LESS 12"O.C. FIELD ED HENRY BLUE SKIN OR APPROVED EQUAL. INSULATED Blower Door Test to be performed as required 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. g��R AY C o i� 15. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS 2)• HVAC subcontractor is to fully coordinate all system data and requirements with the NOTES: �c� r ����F0 16 TREATED SILL PLATES TO BEIINSTTALLED WITH FOAM SILL GAOSKETS AND COP-R- manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. TEX TERMITE SHIELD oR APPROVED EQUAL. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. - .++; Contractor and owner for final review and approval. 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If FIREBLOCKING NOTES wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing ®� ' requirements for structural members shall be doubled,or alternate connectors, such as shear As required by current IBC 2020&2020 NYS Residential Code- FIREBLOCKING REQUIRED ELECTRICAL NOTES: -9�� o;yccl y0 plates, shall be used to maintain load path. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal)and to form an effective fire barrier between OF N�� ALL ELECTRICAL TO BE INSTALLED AS PER IBC 202020 2020 NYS RES. CON. CODE stories,and between a top story and the roof space. ',�'' ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2). When wall sheathing is continuous over connected members,the tabulated number of nails Fireblocking shall be provided in wood-frame construction in the following locations shall be permitted to be reduced toi - 16d nail per foot 1;. In concealed spaces of stud walls and partitions, including furred spaces,at the ceiling and floor levels. Concealed horizontal furred spaces shall 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT As also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed REQUIRED BY IBC 2020 & 2020 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. using parallel rows of studs or staggered studs. r, ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. • ' "'' 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with current N.Y.S. J NOTED :'�;':'';� ' •'.' ';; Residential Code. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 4).At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. Date: Scale: 5). For the fireblockin of chimneys and fireplaces, q y AS NOTED ALL PLUMBING FIXTURES TO BE WATER SENSE RATED g y p aces, as required b current N.Y.S. Residential Code. +,4 Drawing Title: GENERAL NOTES Drawing No.: � - - -_ NOTES Plumbing Fixture Schedule Description Family Finish I Installation instructions Count Flow Rate Type Shower Rainshower Head Bath Filler I mlfE POWDER COATED, 36"OFF F.F CONTRACTOR TO COORDIANTE WITH ARCHITECT 3 TS22001-TS22002-TS22003 DRAWING ISSUE Moen-Arris-Sinle_Handle-TS22001-TS22002-T NO. DATE ISSUED FOR S22003-EP 4" ELEVATION OFF TOP OF VANITY 1 )3/15/2021 SH Town DOB Filing Shower Stall-2D 1 Shower Stall-2D 2 )4/01/2021 SH Town DOB Filing 4" ELEVATION OFF TOP OF VANITY 3 4/15/202 Engineering Dept. G90 1.75 gpm handshower kit Shower-Handshower-KOHLER-Awaken-K-9836 Koh ler-Metal-BN-Vibrant_ 3 2 GPM 1 .75 GPM, BN-Vibrant 4 5/26/202 Engineering Dept. 1 Brushed Nickel Brushed Nickel 5 Sink Kitchen-Single VIBRANT POLISHED NICKEL 1 30" x 21" 6 Sink Vanity-Round 6 19" x 19" 7 WHITE PROVIDE TOILET SEATS Toilet-Domestic-3D 2 Toilet-Domestic-3D 89 DUO FIT IN WALL CARRIER FOR WALL HUNG TOLIET \TOTO DUOFIT r PROVIDE SHUT OFF VALVES WITH TRIMLESS ACCESS PANEL FOR ALL TOILETS 1 Water Heater 10 NPOP UP VANITY DRAIN 1, Low Consumption Toilet WATERMARK It-TOTO-A uia-CT418FG VIBRANT POLISHED NICKEL 23 01 Cotton 11 12 DRAWING REVISIONS NO. DATE REVISION 1 6/3/2024 DOB REVISIONS 2 3 4 5 6 PLUMBING NOTES 7 8 NOTE:AS PER THE PLUMBING CODE,ALL SHOW ERHEADS,PRIVATE LAVATORY 9 FAUCENTS AND WATER-CLOSETS SHALL MEET THE SPECIFICATIONS 10 REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH LABEL,OR SHALL BE APPROVED IN ACCORDANCE WITH CODE, 11 CONTRACTOR TO PROVIDE SHUTOFF VALVES AT EACH BRANCH LINE FROM 12 WATER MAINS.SHUTOFF VALVES TO BE ACCESSIBLE VIA ACCESS PANELS THIS APPLICATION IS APPROVED ONLY FOR WORK ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER INSPECTION INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR OUTLINED IN THE PLANS. PRIMARY BATHROOM SECONDARY BATHROOM TO BE CONSIDERED AS EITHER BEING APPROVED OR IN MAXIMUM FLOW RATE OR QUANTITIY ( CCORDANOE_WITH LAVATORY,PRIVATE-1.5 GPM AT 60 PSI HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI I 3/4"HW&CW 3/4"HW&CW SINK FAUCET-2.2 GPM AT60PSI 1"HW ----------,___________r -----------I------------, WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR EQUIVALENT DUAL FLUSH I 11/2"HW&CW 1 3/4"HW&CW 1/2" 1 cw I II ___ 1 CW 1 1 Consultants: 1 NEW NEW N7W I 1 NEW NEW 1 1/2" I WC LAV LAV NEW i WC LAV NEW Surveyor: David Fox PROVIDE SHUT CW I SHOWER SHOWER OFF VALVES AND L AN ACCESS j j 11/2" 1 1/2" Fox Land Surveying PANEL AT RISER BRANCH LINE 2NDFLOOR j 64 Sunset Avenue Westhampton Beach, NY 11978 I NE--HOT COL TEPI ER Structural Engineer: Alex Spyrou AES Engineering PRIMARY BATHROOM PROPOSED LAUNDRY ROOM PROPOSED POWDER ROOM PROPOSED KITCHEN 630 Fifth Avenue, Suite 2000 New York, New York 3/4"HW&CW 1 3/4"HW&CW /4�HW&CW_ 1/2"HW&CW i 3/4"HW&CW 1/2"HW&CW Cam N' ±1/2"HW&CW ( 1/2"HW&CW i 1/2"HW&CW 1„CW N J 1 NEW NEW NN7W i WJSHER ± NEW j NEW DISHWASHER KITCHEN SINK WC LAV LAV 1 WC LAV PROVIDE SHUT � 1/2" I NEw I OFF VALVES AND I I CW L__ 11 SHOWER I j AN ACCESS -7 -7 PANEL AT RISER BRANCH LINE GROUND FLOOR NEW H T AND POLD W TER RISER - - Architect of Record: HOT AND COLD WATER RISER DIAGRAM I SAAC - RA E 1/2" = V-0" 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 ROOF I PRIMARY BATHROOM SECONDARY BATHROOM — — — — — — — — — T. 347-276-6093 E. clay@isaac-rae.com I II I I Project: VENT 1 11/2"VENT 1 1/2 VENT 2"VENT VENT 1>/2"VENT f"VENT Skunk Lane Residence I I I I I I WC I LAV I LAV I WC I LAV 6370 Skunk Ln, Cutchogue, NY 11935 I I SHOWER SHOWER 1 1/2"DRAIN 11 1/2"DRAIN �- 1 1/2"DRAIN 1 1/2"DRAIN 1 Project No.: 2ND FLOOR 4" I R-02 PRIMARY BATHROOM LAUNDRY ROOM Seal/Signature: 1 PROPOSED POWDER ROOM KITCHEN 4"VENT 1 4"VENT — — — I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 11 I I I I I VENT 1 11/2"VENT 1 1/2 VENT �"VENT P"VENT �4"VENT 1 11/2"VENT 12"VENT I --III I 1 W/1SHER i i DISHWASHER i t� ���ARe/y, WC 1 LAV I LAV I 1 WC 1 LAV KITCHEN SINK f��J QG G g CQ SHOWER I 1 112"DRAIN 11 1/2"DRAIN 2 I GROUND FL R 4" 4" �, 3976� y0 'F ofi NE1� I I I I Date: Scale: BASEMENT I AS NOTED I Drawing Title: )k-- PROPOSED CLEAN OUT PLUMBING AND GAS RISER DIAGRAM 01 O I PROPOSED SANITARY WASTE LINE TO SUFFOLK COUNTY t\ r APPROVED SEPTIC SYSTEM. N — SANITARY RISER DIAGRAM Drawing No.: Nd- J CV C\Jn SANITARY RISER DIAGRAMI 1/211 = 1v-011 T � 003 - - _ I, 1 •L Z4 , . ,. DRAWING ISSUE NO. DATE ISSUED FOR ',,i 1 10/30/2019 SOUTHOLD TOWN TRUSTEES STRUCTUAL NOTES: , i' '. it"'i.` 3 ' KEY NOTE ,�•'• CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD 4 "" ® ; DENOTES SIMPSON HD10A HOLD DOWN AT ENDS OF SHEAR WALLS ;`; :" '' ° .,r,'.,• DENOTES COLUMN UP FROM THIS LOCATION 7 ,,, 8 :' r.^a, DENOTES COLUMN THROUGH AT THIS LOCATION 9 r'. ,... , 101 ' 12 SPREAD FOOTING SCHEDULE : DRAWING REVISIONS N0. DATE REVISION - MARK SIZE(LxWxD) REINFORCING REMARKS ' F1 zaxl s #5 BARS @ 8"O.C. WALL BEARING FOOTING 2 EA.WAY TOP&BOTTOM F2 24"x 18" #5 BARS @ 8"O.C. ISO. 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I ,I,1,",�I "— .11-, ,' --_----..­-----,,-�� ,.' -,l I-, ,Ii I,I1'_,�. II��-�1 I,­.�,,I- ,---I_--.._----"-, 1i'- I,I'I'll, .:,II ,i II-,""�"�",�,�iI- III- _ppI AnA F3 24"x 12" #5 BARS @ 8"O.C. GARAGE WALL FOOTING EA.WAY TOP&BOTTOM 5678 ' COLUMN SCHEDULE 9 24'-7" 16'-0 1/2" 10 MARK SIZE (LxWxD) TYPE REMARKS 11 1. 5X5X1/2" HSS ASTM A36 BASE AND TOP PLATE TO BE I 12 SC-1 COORDINATED WITH I I I I THIS APPLICATION IS APPROVED ONLY FOR WORK . FABRICATOR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ,I1 �\A1fFET1I lOco II V,CVm(1- II, 11 SC-2 (4) 2X:6 WOOD ISO. SPREAD FOOTING OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR . TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I I I I I ', 1 HEADER SCHEDULE : 2 Consultants ,1, MARK SIZE (LxWxD) TYPE REMARKS 3 A-30 1 S-104 I I I A-300 I ' LVL BASE AND TOP PLATE TO BE c-08 ' .',, .' .. H-1 (2) 1. 3/4�:15 7/8" COORDINATED WITH FABRICATOR • . , " . H-2 (2) 1. 3/4}: 11 7/8" LVL /q „_ ;; -i, . - - _ - I' H-3 (2) 2 X •10" DOUGLAS FIR#1 2X KING STUD 2X JACK STUD _ _ _ ; _ _ _ _ T _ _ _ '- - ..:. 1 ► I ' - • ' - - -' - • - - ';:; ,,j SHEATHING SCHEDULE . --- I - . ; . ', ;, I T r I . 2, o,l - . - , , ,� + 1 °,.' � MARK LOCATION THICKNESS NAILS NAIL SPACING - ; -,, , _. `�; b 3/4" STRUCTURAL GRADE PERIMETER INTERMEDIATE I. 'I" ';; SH-T FLOOR T&G PLYWOOD 10D ; • • ; 0' 6' _ +`• ;,,.' 4"O.C. 12"O.C. 1- • • ' I _ Ins'' ,;� ,;': -, 0'- 7" 0' 7" c oa - "- . • .," _ , '- , _ ' - . ' cos 1/2" STRUCTURAL GRADE • 1_ o,. 4i+,'?;' I. ' SH-2 WALL T&G PLYWOOD 10D 4"O.C. 12"O.C. F1 i :I ' ,'� .f . _ ' ' - _ - I ,- - , ; 4 '„ , 1/2"STRUCTURAL GRADE — 7 - - - •- - - - - - - - •- - -'T - ___ - - - - - - F H ROO 4" "S 3 1 D O O.C.0 12"0 OC t' "1•, T&G PLYWOOD I_ r„ ,• B • .... .....< 1,'.. 1 t, Al :. d;.v;;'`, C 07 F1 ..;I '�,, F2 ,F2 F2 I - , _ tl '•' - _ ^ 1. I I' E _ I; I J 1 �-1 ' - -- - - r - - - - ,r` WAIL SCHEDULE . I: -. - . - - - - - - • MARK LOCATION TYPE COMMENTS 2 co1 1.; • � , I ••I i^ I' - • j ' I-• - • • - • 1 1,''' A-301 18"DIAMETER VENTED I: ,_ • a ' r. ' :' - OOo, ' Applicant of Record: 10" REINFDRCED #5 REBAR BOTH WAYS SEE „ . - � I • -, , . - _ - N SUMP PIT AND PUMP.MIN. , FW-1 FOUNDATION CONCRETE SECTION - DEPTH24"ON 12" , , _I• - ' _,, , - . ' . • , 1' o 'r . • • T i' 2X6 WALL 16"O.C. ,I CRUSHED STONE I - I , - ' • T ' — 1''.. 1/2"STRUCTURAL GRADE DISCHARGE INTO rI SAACRAE EX.W=1 EXTERIOR INTERMEDIATE BLOCKING AS _ — DRYWELL — • — — — — _ - - — 1 CV a. . T&G PLYWOOD G' .I- - - - , 'i - ,-1 � -�� - '— - . - • - - l'' REQ. , . ' - I- - , , 1.-, , _ _ •_ _ , _ . _ _ 11575 MAIN BAYVIEW RD SOUTHOLD 11971 2X6 DOUGLAS FIR#1 �.,: ^�. ^ ' - ' • . -''I' , , , • -, , ' INTERMEDIATE BLOCKING AS •I^ T. 347-276-6093 E. cla isaac-rae.com LW-1 INTEIROR : , - ,I�' , , ,. • • - - - y� REQUIRED (` I =I I 1; . , - I C 02 f 1 (V ' , • • ._ `4"CONCRETE SLAB WITH,' • - . -I' ;_ - - , - • - • ' ' 'W.W.F sXs - - - I �n ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 11 I W 1.4X W 1.4 _ I' _ I. _ I FORTH HEREIN ARE THE PROPERTY OF ISAAGRAE LLC,AND ARE PROTECTED � I, I • _ _ _ _ , ' •- • y I"• M UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. _ 't �� STRUCTURAL NOTES — _';_,T,• — — —`- ' _ - = _ _ — IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR n n D COS - • - I - - - ' " CONSTRUCT IT IN WHOLE OR PART WITHOUT THE EXP ' ' 1/2 = 1 -0 1 , ' - - . , - LICIT WRITTEN ;),I ! 1: PERMISSION OF ISAAC-RAE ARCHITECTURE CRAWL SPACE . -• - : • . = . - r- - - ' - - - Project: . :, , ' , , _ _ _ _ _ • , . -1 N Skunk Lane Residence . -I _ , - _ I' . . _, • _ , • ,- , ; - ° ' . , , _ . . , _ .:1 6370 Skunk Ln, Cutcho ue, NY 11935 . I' • ' - PROVIDE STRIP FOOTING • • - J T . - • BELOW SLAB IN THIS - - , I LOCAITON ,I _ - ,'�: , - - , - . - - - • ' • - Project No.:L • - PROVIDE 1/2"BITUMINOUS C-08 ' 1 - . `EXPANSION JOINT . _ , , _ _ , _ _ • , 1 I , , . BETWEEN POURS - I' C 08 - I R-02 .• A-301 - I - i. -, . _ , , , Seal/Signature: \; \" \ \ L' I' e :<i r: \s,,:.s:. \. F _ - - - - O 1. I 1 _i - -I j I, CONSTRUCTION NOTES: 6 [/\ KEY NOTE �5' -8 1/2" ' 5' 8 1/2' - 5'-8 1/2 5'-8 1/2" ' o` '�, - I o , I. C-01 PROPOSED P.C.FOUNDATION WALL.SEE STRUCTURAL FOR DETAILS • , ,, 7 - A _ �r d., — — — — — C o8' — — — — — — — -- — - C-02 PROPOSED SLOB ON GRADE SEE STRUCTURAL PLANS - ' - - ' - '. 'rylA I C-04 PROPOSED FOOTING BELOW I -. 9 �' -\ , LE TRICAL AND GAS TO EE COORDINATED BY ARCHITECT _ C-05 NEW EXISTING E C d 1, , r PRIOR TO INSTALLATION \ 976 I1 C-06 8"X16"FLOOD VENT SMARTVENT MODEL 1540-510 OR EQUAL O (i''?"�I'! „.',; '' C-07 6"STEM WALL 4"LEDGER DROPPED FOR FLOOR FRAMING �' I I I ► I I 1,1 ,il;,.,, i ' '' '' PLAN LEGEND: Date: Scale: AS NOTED ,;' "' - 91_'';,`'''�' " F NEW PROPOSED FOOTING T BELOW GRADE TO TOP OF FOOTING @, .�' ? i + `` '' „ ' � „,, ' '; "': ..�'x NEW PROPOSED 10"FOUNDATION WALL SEE SCHEDULE Drawing Title: (�,, PROPOSED FOUNDATION PLAN I `S <) 2°' 1 CONSTRUCTION NOTES FOUNDATION i'_'r w I;''`: PLAN W Z Drawing No.: ,.1.Q li;,.� FOUNDATION j. rn 1 1/411 = 1'-01v e I,, - ^,.nY.4..ID.s1>"Yew.ux.auaa�..mw:.ae....aeeu - -a�smau6.alm�tuP. DRAWING ISSUE NO. DATE ISSUED FOR 10/30/2019 SOUTHOLD TOWN TRUSTEES Is©kern Magnulm 48" I'irepiace 6 2 x- 3 6899 Phillips Industrial Blvd. Jacksonville,FL 32255 4 5 Project Name: Location: 6 7 Uses Isokern DM 54 Chimney or 8 43" —F. 14" 9 f0lrW Chimney Pipe,Refer 4 — 2rJ L/4"—+" to product manual for approved Metal Chimney menufarturers. 10 11 Lo a^ 25'/a' id^ Flue Outlet a"� 42'Damp r � w \` DRAWING REVISIONS 43* 2 f 28 /4,r NO. DATE REVISION Top View 2 6/3/2024 DOB REVISIONS 69 3/4" 69 3/4" 1 2 3 4 5 6 3 4 la"------'-•• 5 37' 38" 37'14"---. 28^ 38" 41" 14'-0" 4'-5" 16'-3" 3'-7" 16,-0" 6 48 L/a" � 7 8 48%' I 9 -------- ---'--+►I 2 1 10 3 A 300 A-300 11 1-53" �- � 5 S-104 12 Front View Plan View Side View CABLE RAIL HANDRAIL TO MEET B.C.2020 NYS SECTION 307 C_07 CABLE RAIL HANDRAIL I THIS APPLICATION IS APPROVED ONLY FOR WORK TO MEET B.C.2020 NYS SECTION 307 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL MINIMUM FRAMING DIMENSIONS _ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN FIREPLACE OPTIOIll Hearth Height: BrickType: t, Brick Color., 100 _ GRAVEL TERRACE W ITH INTEG ATED PLANTERS } Consultants lop 'I Brick Pattern: 4'-2" 3' 3" 13 - ; Framing dimensions lop Damper. maintain 1 1/2, Jno Clearance to I C-10 Chlmn Type ca hustihies, 71" _ eY yp ' Rnferrto product C) mamial for further Offset: installation instructions. q - - - -- -- - -- - - -- -- - - Other Options: f 3 0.. l .... ................................... '- " ENTRY TERRACE Spark Arrestor/Termination: ELEVATION 18" ABOVE GRADE _ ..................................... ... .. .. ........ ... ; , _--....- - ... ---.............. _.............. .... ........._... ..--- ----- ...-.....-..... ..._ ......--.... _................................ .-_.. _ ..... ..-..-------------- Enervex RSHT Chimney Fan: _ _............. . DecorativeTermination: — ----------------- GasLogSet: -- c-1z . --------------------- 56" Wood Grate: ------------------- -- Notes: A-400 5 " 13'- 10" ' 5" 5'- 0" 5' 2 - ;: KI CHEN&DIN "-•.°-' '�_� The total weight for the Magnum 48"fireplace is approximately 1600 lbs.This d wei ht 17'X 23' _................. g 9 P Pp Y rY g f includes fireplace pumice components only,additional weight from mortar,damper; -10 firebrick and chimney not included. . . ................ ............ -- Rev,0816 02016 Earthcore Industries,LLC 'b ---- ---- — — -o o— — - -- - — -- -...... , ....-.. ._ .... .._-.. ......-._. .. ..._.. _................ . . . . ........ ---------._........._........-_.._.._- ... SINK �y .. EGRESS WINDOW TO MEET DISHWASHER _._........_._.._ ....._.._. LACE 'a y ................-_.. 1.. FIREPLACE 2020 NYS CODE ' .._..... �C-06 &(IRC 2018)R310.2.1 MINIMUM "C-01..—OPENING AREA L� _ . ............-. 6 H ARHl— CONSTRUCTION BEDROOM -..............�.......... _........._._ .. . .. - - N TESr:O _ I .4^2 . . ... .::.................-........_. ..... . c o2 .. .._ cot :'c-10'',.;', KEY NOTE t f Record: A-301 _ _... ................... _......_ ...........__. . pp ican o ecorC-01 PROPOSED WALL REF. ORANGE O C-02 PROPOSED APPLIANCE SEE SCHEDULE 1 "' r.E LVING ROOMC-03 PROPOSED FIXTURE SEE SCHEDULE _: _ I SAA C-04 PROPOSED ELECTRICAL PANEL — — -- --... C R A E C-05 PROPOSED STAIRS - --" 115 IEW R -- OLD 11971 UOD - , „ } - o I 75 MAIN BAYV D SOUTH o _ PROPOSED ISOKERN FIREPLACE;48"AT LIVING RM m_.. ......... .. ....... ....................................-......... _ c„ I .. _........ _... - - - } 1 _ , -; T. 347 276 6093 E. clay@isaac-rae.com rae.com C-07 PROPOSED BLUE STONE PATIO N ..... _.... ...-.................. .... ................... ..... ...... .. .. } _.... - _ __... .... .... _ . .... . _-<,".-;:;�•- YC� POW DER 0p C-08 PROPOSED BLUE STONE ENTRY STEPS L-..... RM. O _.__............ ........-- -- _... _.. _.. - _..- ......... . ..................... o PROPOSED WINDOW SEE SCHEDULE _........................ C 12 ._ z ._....L,.....__.- -...... i} C-10 1 a-. -'----'-- ---,-- ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET . ..... .............. LAUNDRY ...................._ MECHANICAL.... u_ I T . ................ C-11 PROPOSED DOOR SEE SCHEDULE C-11 ; _..., p . ..I........- _.....- FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED C-12 PROPOSED WHITE OAK FLOORING _ _.._ 990 ,,..,..... ., .. ...J D � ' _,.,w•,w,__ _-- _ _z - i- — — — '; :•,•-; ', UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1 _ -. •.. u` IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN I PERMISSION OF ISAAC-RAE ARCHITECTURE PLAN LEGEND. 2 ......... ........... I 1 f _ . .............................. A-401 . ................._..._.. ..... r` T-8" _ -402 HALL" - _....... ..........-........_.-_.....-.. _......_..._.._ 3 9 : ` '92' -10 1/2::, - -- -. ..... . A C11 EXISTING WALL T REMAIN - N Project: d. I.. . WALL/ITEM TO BE REMOVED I - • � - _ . , . , . , . : - _ _ El -. ... .-� _ � ..... -. �r- - � _ _ Skunk Lane Residence c o1: C 11 5 0 1 „ . : PROPOSED WALL 13ATHIiooM �, 6370 Skunk L , Cutchogue, NY 11935 ........ c-o, El 5,9„X1 , 3 f = ENTRY _....-...... Project No.. 0•e - 1 1 -4 _ i .. .....7.... . ....................................... ._ .............................................. .....-...........--........ ......_.. N. } I I I I I 51 -....� O O" BEDROOM Signature: O 00 f Seal/ ig F - - -- ---- - --- -- -= - --- �. 15'X11' I I I I I I . ......................__.. - 3 9 - 4; •,- PLANTER I.. - F - C01 TABLE OF INSULATION VALUES " CLO. io NT ENTRY TERRACE '- � - - - - --WALL TYPE A. ,. - -... - E R ELEVATION 18" _ D _... _ . . . ._ . . ... ....... .__ ----------- 5.5 THICK COMFORTBATT THERMAL BATT INSULATION R23 ABOVE GRADE ,--� -•, �;•-',"--.-'-•":;,-•,- f - - - - - - - - - - - - -- -- - -- - _ -- -- R R „ Y . ,N co -----— -3' 0 1/2 — -- -12' 7 1/2" —----- — --- -.... ENTRY TERRACE FOUNDATION WALL TYPE A: _ _-._._.__ —— -- - -- C� G - - _ _ -- — — -- — — — — ---- - ---- --- ELEVATION 18" 2"THICK DOW STYROFOAM INSULATION R13 f_, _____ ;.. c=oi .... ...... .. . PLANTER c-08 5, Orr 3, 0r, ABOVE GRADE oI CEILINGTYPE A: ------ _. .... .... ...................................................... _..-.. 9.5"THICK COMFORTBATT THERMAL BATT INSULATION R38 2"THICK CLOSED CELL SPRAY FOAM INSULATION R6.5 PER INCH 39y6� CEILING TYPE B (BALCONY): c-10 I OF N�`� FLOOR TYPE A: 5.5"THICK COMFORTBATT THERMAL BATT INSULATION R23 ( ( EGRESS WINDOW TO MEET 2020 NYS CODE &(IRC 2018)R310.2.1 MINIMUM _,-- FLOOR TYPE B: OPENING AREA ` 2"THICK XPS FOAM BOARD INSULATION R10 AT SLAB ON GRADE w Date: Scale: AS NOTED NOTES: NOTE: Drawing Title: 1. ALL ACCESS PANELS/HATCHES TO THE ATTIC MUST MATCH THE R-VALUE OF CEILING TYPE A. FIRST FLOOR PLAN � TWO STORY HOUSE TOTAL GFA 3,151 SOFT N NO PROPOSED BASEMENT OR ATTIC `�U� - 4 2�Z SLAB ON GRADE AND CRAWL SPACE 4 T N N Drawing No., O a ,. �, n PROPOSED FIRST FLOOR PLAN ._ co DRAWING ISSUE N0. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES Isokern Magnum 48" Fire lace �� 1 2 >! •, '., 6899 Phillips Industrial Blvd.*Jacksonville,Fl.32256 3 4 i t 5 Project Name: location' 7 8 Used Isokern DM 54 Chimney or 43"" 14"Metal Chimney Pipe,Refer 25 t/a"--+d 9 to product manual for approved Metal Chimney manufacturers. 10 F-7 12 i as*a• flue Outlet ^3 43"Damper T \�i DRAWING REVISIONS 2 V4" '6" as�4u 43`"�`` NO. DATE REVISION 1 " Top View 2 3 69 3/4" 69 3/a" 4 5 1J" 28" 1la" I 7 8 IA— � 10 - 53" Y 11 63" ( � 5" 12 Front View PneW SMCIB VM£W THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 1 2 3 4 5 6 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR MINIMUM FRAMING DIMENSIONS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN MEPLACE OPTIONI'S ACCORDANCE WITH APPLICAR 14'-0" 4'-5" 16'-3" 3'_6" 16-0" Hearth Height: BrickType• Brick Color' i Consultants 00 2 Brick Pattern, 1 Framing dimensions 3 A-300 A-300 Damper maintain 1 1f2" elnaraers_eto 5-104 i' combustibles. 71" ChirnneyType: Refer to product I' manualforfurthe. Offset: installation -- - -- - - --___--- --- i instructions. I: r runs Qthe 0 t' P ' Spark AnvstortTerminaticn: , , :,,, :.:. ., •:,: is , ,. Enervex fSHT Chimney Fan: --_____ -- - _........._._......._._........_._......._............_.....---....._..._......._..- -__.....- .................._..-----------�----------- - - !nation. ����� - - - ----------------- ----- -----�----------____.._.._._._..._._.._.__...---------------____ -... _ " ----- I - -- I- CABLE RAIL HANDRAIL v � TO MEET B.C.2020 NYS SECTION 307 I t T f}®Cora fYa @r1r1 ____-------- -._._......-------..._..__._.___....------- ---- -------------_-------------- Gas Log Set: --- !' 55" i,,,..,:: � ,.'.,• •,.. ---- ---- -- ------_----..._...._._.. _..__.._...__...._.........___ __ Wdod Grate' c o1 : : " , i The total weight for the Magnum 48"fireplace is approximately 1600 lbs.This dry weigtrt I' I r" ,, Includes fireplace pumice components only,additional weight from mortar,damper, - ----..-----... L' .._..._.. firebrick and chimp of Included. -- ---- - - - ------ .... ----....-.-.-.-----.... -- -.....-- .....- -- ------ - •:.. . chimney n cl ded it 1:1•. .,, ®2018 E rt6 or Industrie s,LLC ----- - ieu0816 ----- ......._ _......_....... - ------------------ — EGRESS WINDOW TO MEET -._....... --- _.._.......__._..._.._....._.._._.._..._....._.. ...._.__.._.... ._C-10..__.. :.''• 2020 NYS CODE ---------..-- &(IRC 2018)R310.2.1 MINIMUM OPENING AREA - CONSTRUCTION NOTES: . --. KEYNOTE __.._..__._.-._.._.._._............_..._..........._..................... ......__-__...._....._..._..... ............................... _.._....-----........................................... --- _-- `\` �I Applicant of Record: : C-01 PROPOSED WALL ---- ---- -------- T .' i I C-02 PROPOSED APPLIANCE SEE SCHEDULE _ .. __...__..._._......__......._.._.._._...____._._.__._._._ C 01 .........__...._......__...__..-- — ---- -........................................_..........__..._.._.._._......_...._._._.._..._..._........................._ /� . _ ----------_ _ _ _ I SAAC RA E • C-03 PROPOSED FIXTURE SEE SCHEDULE i t........._._._......_..__..._...._.._..___.__.._......._._......____.._.____.....___........._._ -. I // ---- BEDROOM...._._..._.__ - - - -....._..........._._L............._._ ..._.._ _ - _- - / \ - - - ' C-04 PROPOSED ELECTRICAL PANEL Cj --------------------- -- - -- C-05 PROPOSED STAIRS ......_..._...._....._._.._...._..____. ._......13'X13'____-- ; ...___......_._.__........_----......----FAMILY ROOM__._ _...._.._._..._........_..........._._.. ,` ' 11575 MAIN BAYVIEW RD SOUTHOLD 11971 ------..._... -- - - .......................... ...............................---.. ._..__......._....... ---------..__._._..__...._.._..._._.._.._....._..__._..._.__...--- _------ _ .......... C-06 PROPOSED ISOKERN FIREPLACE;48"AT LIVING RM i , • —.- _-- __. __.._..____.._... _......_.............__..______.-_ ..-.__.._.._-- ---_—__-- _ -_ T. 347-276-6093 E. cl y saac-rae.com 14'X 23' '�� C-07 PROPOSED BLUE STONE PATIO p08 PROPOSED BLUE STONE ENTRY STEPSLo I _.......... ...__..- --- - --_.._....._.._..------......._..__.._.._.._..- ---------- PROPOSED W INDOW SEE SCHEDULE C-10 ........................_-.. __.._...._...__ _._....._._._........._..._........_..............C-12 ___ .___._...._...._.._ 3 1 _.__... ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET C-11 PROPOSED DOOR SEE SCHEDULE ......_....- .......... ...................._...._ .. ......._.............................._....__._......_....- -........._...._._._._..._.___._............. .._.._......_...._____...._... FORTH HEREIN ARE THE PROPERTY OF ISAAGRAE LL S C,AND ARE PROTECTED ....... -.._.__..__..._.._........_......... -- - ......_............._......._...._.............._-- '' --- _..... ._...... --...---- - _._._._....-------..._._....._............_. .. ...... .._.._ . C_12 PROPOSED WHITE OAK FLOORING .............. — - - - - ORKS COPYRIGHT 990 D -� - __�_ _� — _�--__... I: C_01_. _ __....�...__...- � �....._...-......_..-..._.. --- _..... -_ _.. -_.__......._...-_._._. _- INACCEPTUNDER ENGRTHIS NFORMACHITECTURAL TIONYOU AGREE NOT TO REPRODUCE OR1 -- __....._..._......_.__.____._......_._..._._.._..__.__-._..._....._._.._....__......__._...____. __ _..-__.._.._....__._... ', - -- CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN 5' - 10' 3 -8,,.....__.._..._......_..._._... 11 - 1 1/2 _..------------..._...--.----..__............_._..__._-.._....... --_---_--.._...._...- -- -- - ---- ------___..__.... _ - ---._.._.......... / PERMISSION OF ISAAC-RAE ARCHITECTURE - --...__. ....... _.. - it PLAN LEGEND: _._....._...._............... -- .._....._....._ ......_..._._.. - ........ ...........__.__._._.._..._.._..-_. .... .._..............._....--__--___.... ------- - - - ------- -- ------- .. ....------ ----- M _ ;, ..... ..._._....._..__.._...........__._- _ .......___.___.._.... _._.......... .. ---__......__.__-___--._------._--- --__..__._.__._._.._........ - ECH.CLOS GLOB- 3-10"X5'-5" 3'-10"X10'- " ------- ' EXISTING WALL TO REMAIN N __—._ __.—__.— —.._-----..._--_- _ _-- __ ---__--- .......... _....._._.._.- 1 Project: F E — — _ .__—._ — — -- — — -- — --- =--- _ — — — — — — — — WALL ITEM TO BE REMOVED ;:_ �. ;+.._ +...I T. -$ - _ _ _ _ - - ------ Skunk ape Residence - - }} } j ..._ .......... _I Y. E - 6370 Skunk Ln, Cutcho ue, NY 11935 _ M...... ........ g PROPOSED WALL ._ . HRW - ....L_... ------- i _SAT _.. '..�..1. e : CD _ I 1.. , I o.: Project N A-301 f I i4 :... � , I , _..--------- Seal/Signature: F BEDROOM} X 1 BAT)HPOOM TABLE OF INSULATION VALUES: A-403 1 , 3 X5 5 ,.,.' � _._....... - :,.....; -- - ------..__........----._._.........._____--__------------------- - STAIR TO MEET 2020 NYS CODE ,,w,•;��, "r - I ___ C 2018 SECTION R311 7 0 4: 0 �,i:•.'' t - -C-1 --- -- - - CLOS ..-- STAIRWAYS I i o r ,'. WALL TYPE A: L...., .;_;...+. ._ ' .;....i_.. .......... .._.............. ._................ ...... -- ........ - ....._..._.__............... ........ ---- /4r -,-•" < '�',,rh 5.5 ,THICK COMFORTBATT THERMAL BATT INSULATION O R2 3 r 1 r : I I �� � i • i 1 , : FOUN'DATION WALL TYPE A: G — — — _ - — - ._ _......--_._- OW STYROFOAM INSULATION R13 _._._..............._...._....._..._....._._-- .._..---.._._...----._.............._....__._..._.._—.._._.. ---- - -.....---------- +, A 2 THICK D - r i -C__'.�... -- - ---.... _...-- --- --- - i, G TYPE A: BAIT INSULATION R38 .._...._..�.._..L.._�......L__. _ o , 'CEILING 9.5' C�.I ' COMFORTBATT THERMAL 'THICK COMFOR _I Z!"THICK CLOSED CELL SPRAY FOAM INSULATION R6.5 PER INCH - — — - — of CEILjNG'TYPE B (BALCONY): NOTE: g 6' -3 1/2" c-10 14'-4 1/2" 3'-6" A-403 FLOOR TYPE A: 2nd Floor Area 1175 sqft THICK COMFORTBATT THERMAL BATT INSULATION R23 a EGRESS WINDOW TO MEET 1, ,,'r: 1, '•,. ., 2020 NYS CODE ' OPENING AREA 'FLOOR TYPE B: &(IRC 2018)R310.2.1 MINIMUM Date: Scale: THICK XPS FOAM,BOARD INSULATION R10 AT SLAB ON GRADE AS NOTED .NOTES: Drawing Title: 1.' ALL ACCESS PANELS/HATCHES TO THE ATTIC MUST MATCH THE R-VALUE OF CEILING TYPE A. SECOND FLOOR PLAN bO Drawing No. N �LROPOSED SECOND FLOOR PLAN t i'N 1/4" = 1'-Orr DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 3 4 5 6 7 8 9 10 ;al r 12 DRAWING REVISIONS NO. DATE REVISION 2 3 4 5 :,,•, 6 6 �1 110 12 a THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Consultants 2 1 I A-300 ( I A-300 A ... ... . ... . , -- -- __— — .01 —'— ---- --- - - _._. ................................--....._.-................ ---' .....__.._.._._...... _... -----. .._ . - --- -'------ — -------------'- ..__ ._—..-------- ------..-.-. B ' I I 2 I 01 Applicant of Record: I I ISAAC - RA E 11575 MAIN BAYVIEW RD SOUTHOLD 11971 • . I C 03 T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC—RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOTTO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE Project: Skunk ,,.�, ,„,,,'•, ,. , - Lane n e Residence 6370 Skunk Ln, Cutchogue, NY 11935 Project No.: IR-02 Seal/Signature: \\\\ l= I 1 61 i ARC j ti is PO ROOF PLAN c-o4 Y 0 5• G { � P I i' i , a. -f ,' CONSTRUCTION N NOTES: r� l 1 • KEY NOTE � r '4 �3976 ..Iv C-01 MAHOGANY DECK OVER EPDM ROOF ��O C-02 PROPOSED CHIMNEY C-03 PROPOSED SNAP BATTEN STEEL ROOFING C-04 PROPOSED EPDM ROOF Date: Scale: AS NOTED Drawing Title: PLAN LEGEND: ROOF PLAN o NEW PROPOSED SNAP BATTEN STEEL ROOFING PROPOSED STRUCTURE BELOW Drawing No.: �,•�' C\J © PROPOSED EPDM ROOF PROPOSED PROPOSED MAHOGANY DECK 0" 104 y, s - , ,I:` I�i. ,�.+rt,. "I ' {1 R t' 1 ' - ' _-4y.. �as. S.;y�'t.�z;.:.... DRAWING ISSUE .. V 1` Y I 11 . NO. DATE ISSUED FOR I , 10/30/2019 SOUTHOLD TOWN TRUSTEES ',�' 1 2 ,,j,1` , 3 '4', .. 4 , 5 , 6 � 1 7 8 9 , 10 . 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 . 7 ,! 8 9 10 . 11 12 i THIS APPLICATION IS APPROVED ONLY FOR WORK 1 4 5 6 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I , OTHER MATTERS SHOWN ARC NOT TO BE RELIED UPON,OR I,,, TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I�'i,,' 'lf;''','i; I , `,:i , . Consultants '; r', , , . ,.� lyI,,l•` J t,f ,i� 1 w 1 '),� ',I,,f )i. '7: ,•' t" 1 hT�.j,1- 'y -) r" ,Jr. - _ — t'. •tl', )__ r c J - . — - I �:!`:'=' :k= = i i 1 /. ,� � I � / .<Il L,_ 'r ', ,i - -il_'•- iaa \'••: ,,1 �-t, T . ,' :)P"), ;,fir',:Ll•'�':{ ). r! . ' - - r u _ _ _ _ `)•,r_'•eT`_ '.;,�' _ _ 1{. I' ice•' N _ _ -i,, T �` T. _ r yi; I �' JS,{ i. I ,-) 1T' ' ;�' j, �j�, y♦ v i r r� I :a JJ } , - _ iY. I' i' %c, .r' J. ":' ( a `_,�. -). •i. „ii` "1 "i1'.',I, ,I - ,S-•_ c •/�.,y _ a, _ `a ,_f t .`-' .-�!s •i. _ :y ) 11 I .rY'. I 11 �& ' - I r' ",t - ' 1. ��-P• _ .�[ _ .'. a -2� -J_-v- '' .,r^- - — a� Jj. ( )_ `, ' t - , _\ I IF ^ 1LC',' ^;;-; ei < y ] y F T _ _ ) ti. �rt`r .T_ ~- 1 "a" .f ). �. 'S, 'j' �/ <T 11 ) I ` t''/_ b J. _ - - - / 1 I I - ',�- /_ _ I s,•' fL 4T �•'n'_ _ i r _ a. 1 Y. a t.2 ^ A'' zi J •'1. r-- � "';:�..-,'.",-.,'_.,'. - __ / ­­ ^,eY - ,�-t t'/6^ , ."; , ".,,,-., <­:,"x _". , �, — _ �1^'j F i _�:�x rt _1,1 it !al L •rt' <�J• F 4e < y 11 J� t r, }a •� j L'_ Y,F _ �t,% r.'1 .i tl:. I_: `,}', Y. - , � I -'1, nY'1 1 _ Applicant cant of Record: 1 PP 1 ... _ y•( �.�. - �.J• •fr= ,a - \ r ,. r - ,r _ ,_,• ., . 1,.J _ • E _ - - __ _ �, -t_ ----- 1. _ GFI I •, a• �_. Y } 1 - - r __— _ AA rI _ • - — •` 4 _._�.. y-...�_F_..-__J.! 5...� . -�.4:. mod:1, ._-__. -- •a�rv,_._t�a-{. rt .. C - - - - - - - ••• .:, �_ L Y.. - - - - - - - _ - - - r "• . �.•. '' '.•„ _ , ,•J a.l: /�tr ')fl- i1:.�,..11� ar•- •,L' ,TF� T'Y' -J--•'V _ _•_•�}• - ,�•. _ _ _ 115 R OLD 11971 . T � h 75 MAIN BAYVIEW D SOUTH OLD. -•,1' ,_ I k Ly ti♦ '-�,• l I r If - i-0 +\ ,- _ W _ , r/ •,•� . �1, T r'. % 347 27 6 609 E. I i- 3 ca r- saac ae com i Y 21 c' YT,. _ _ y _ _ _ _•f t�. _ _ _ _ _ _ I' 1 � 1 a, LY - ,r 'i]r F i�r ,t -, �- '1. t ` �:r AL L DESIGNS DRAW N 1- I GS RENDERING S AND OTHER I 0 DISCLOSURES ET = �Ili SS:- -1. _ i i Y t - - I jLt - 'Il -�t '' ll, y. FO RTH R O HEREIN ARE THE PROPERTY 0 TY OF ISAA RAE G LLC AND ARE PR OTECTED _ II L•' _,1 -,r `• UN DER THE ARCHITECTURAL WORKS OPY I- - - COPYRIGHT GHT PROTECTION- I; 0 ACT OF 1990. . —; � - - - .'= — — ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR D _ , „ , r t7 r:: � _ [ THE EXPLICIT WRITTEN -, �;^ ;1;; ,/' CONSTRUCT IT,IN WHOLE OR PART,WITHOUT =' ' �=+T !''„ ,'';i' ',,'• y� rt, s_ T�` aY `%{ ERMISSIONOFISAAGRAEARCHITECTURE ( - ' = _ r; :: F• ,1'' F, ],r_ _ V F' Y. •-i- t - -t' 'i a !h^},-b - } :} - <'' - I TIIN : 1. 1. e-f-r�` r 's, -� vle� y +n - _ ' Project:r :f :`<= >; - - - - _ ...r .Z.'ya .�',.' - - - - F..}J'. ' - - .� `J_1 I',F%' ',•_- - - - ST - }'- - �_ f< f rt JrtY •^t 4 . L _ Skunk L n R a i n e es -��'= Residence J.'r `y (_•t v. ,r `'y. l��J .<r r y:1; :yf C' -'YI' AF I i •1. 1 - - r•V. "1'. - - - - Skunk Cutcho ue NY 119 ;` _ ,\ �rF�: I 9 JYa•r '.rt-' - '�S-.•r.'-••.• la 4_ _ _ "1;. -'� _ , 4 t rT' .J' • a lw^ i t •] r V: y'. 1 . •_r _ ••T r , n� • . •r ,.a I'!'�� _ Pr N<` Project o . _ ': .. _ 1 _ ::: `1'4' r ,; , _ _ { ♦ _i C . I r' L,• ,' ,• I I \,( _ _ - L r� J4 , F I•I - •.1 R 2 { }.- y - - - I I 0 S _ T• . T ,i ,•ai s ry=r ;CFI'; •:: �' I I I I I - - ,, `F' I I Seal/Signature: , 0 , ;", , " �- " .". ., .­­ -­ _',,C,_.- '-­:,'- "[;,. " . _T ,, . ": I I '". * . 11� _ . .111 . , -, . . t -,, " - .---­�%,.- 0', _._"_- ,:-,-­ -`� _ - " _ _ I �_ '' ,. . , , . "'.- ,' _, - . I , '' . 'T :,,,, T.;, I. , . _- '' .a .'j, , - _ _ , - � ,"., , , . , I _) , - ..", -,-"' I. ' ' ! 1. I ­­­ _�_'. -,I .1 'r ,•", `, '9'' ' . , � I , '­.,.,�-, I ,t. ^_,�•' - '�'v, - \ 'i .,•�'` `1',•, V lei. / :n,' 'a. r? _ j : ` , ' ...I i r •..J•t' ,' _ _ 'I I I ,'I ' ,. r{. ;tic:' }' _ _ _ _ �i ,J I, I , fir• •,. '„ - - .y - - - _ _ F _0.• _��'S-' _ _ _ _ f„}., 1 V. %.." - - - . JT. 'i- I � 1� - - a.t,i _ T, - Ta�•_',.•Y 1-t- - Jr i.. - - - _ '/•-; • •l T' ,1, — — — i, is ( !:4- I t. v _ _ _a, a• ,_f, m; G REFLE TED EILIN PLAN LEGEND: Y,: �;C C G -t - ''� - - -a' -•!a - - y I' - - - 8! 4 r c'y / ''I` .f 6 0 r' 7 17 •rh 3 9 r _ _ _ i.a' ',b 2-DUPLEX RE EPTACLE T C +�'d.,';i ., . . GFI ,` , c',; ,''' 9 2-DUPLEX GFI RECEPTACLE ,,,.t ' , `t i t J 1 1 1 III RECESSED DOWNLIGHT ALL RECESSED DOWN LIGHTS TO BE LED 1,��,. ,'i;. 1 ,�,I, ,•)A;,I,I,. r,`' LIGHT SWITCH 1'a''r '', 1. Date: Scale: ,,;'1,',i' 3 AS NOTED I� ,1 %.' � $ 3 WAY LIGHT SWITCH Drawing Title: ', ; 'tJ;• ,., . , REFLECTED CEILING PLANS & ELECTRICAL '; �; © I' . PLAN - . ;,;: . .I' T Drawing No.. I i,1' N : \_�­_, n PROPOSED FIRST FLOOR RCP �, , . ,�4' �' �I A 0 %J . . ,. DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES I' .,' 2 3 4 5 6 7 8 9 10 12 ,,,fV �,,� •,, ,; '„ ,, t DRAWING REVISIONS NO. DATE „�, .. ;4),• I REVISION +N' '�� s:'f tr 'It•, ,.. 3 4 5 7 10 12 { 4 5 THIS APPLICATION IS APPROVED ONLY FOR WORK 2 36 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Consultants I ' i I �I : II GFI 4. B — — •�a,I,. '. ' 1 t - •'' _ t ems`-' a _-'J j_;i� _ _ _) ___._.__._. __. .I •y, a'1.' �';'_ 'r••t-''_ f_)q'• - h-,.- -,•}�,,Lam. ''�' ! L. Applic ant of Record: 7. r.. L: I;. l;h'� •i - \� I \ / \ I I / \ ISAAC RAE : v ff- 5` s `s s° 5' s _ 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T. 347-276-6093 E. cla isaac-ra'• ���' �°' y� e.com I ,, .T-. ',r •= _. aka->;T.�..._'+. - - "J"�- I I „'1 :• ,, ,-' r- -�,, i�, ALL DESIGNS DRAWINGS RENDERINGS AND OTHER DI j+ ;. _: _ a,:'•_ 1 / / DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION F ,i"1�,�;' ., ,', �-,♦,: ;,_w'.�, ;;�.•♦ . >: ORMATIONYOU AGREE NOT TO REPRODUCE OR OUT THE EXPLICIT CONSTRUCT IT,IN WHOLE OR PART,WITH �_;�• CON TR WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE tv 77 a d' i - �4 , I ' 'tYr�• n aL'7 it •t i �4 - 'T` _- t 1 - •�1T I t' r _ `c- - i - -Ry •i _ JJJ Y _ 4 Skunk Lae Residence „ _ ' 0 Skunk L- •' 637 Sk r' u Cutchogue, NY 11935 ,4 Project No.: - -'7 7'e `(, - - - 'L1� "�n�''-';•=• ;'t,_ LV-� _'i A,'i� - •=t �. .�- ai i, : , , -r ♦a• _ ,. ,v-'•, as '+_ T , '„_ - _ `;,' 1 l: n , a,, • w Seal Signature: nature: g : • " _.y, y_Ji ;_,_ . '� ,-'�.,•_ ..IrTl;e��(_�;::;".�''Sti.y,,_ •-4,_�_. �-,•t, •�yw - . `.a}, ;a!i- -,la yz'''',f._:.'�•'.,T''t- w`tc - _�,%,"- ',L `�'` 7• - _ �J��1r L''I•' ,'rt'• 4a�f •L•• 1, i i'_ _i_� _ I^a\\ _ _c c .oh`- 7 _ •i-,�. /, �,+, ',tti L. ' y\, a\^ 7♦ _ ,i-.s•'I <, _ v'' _ `r'' _i)r '.(•:1,''J1 t :T/Y- � � �I'.-S�•�u� �`� , *'i-t-y L' `mot:,y-r.T-•.,�•F♦'ram`'-�-fir'- •11' '. ✓'t. .. REFLECTED CEILING PLAN LEGEND: y (, ��, .',J;''�,r�`: '•{. •.rV-,jr-••�t;r )':_• - •i' t'�••�� t, ,,Lip' _ .}•�`_ •_t ��' „}r »Y'"_y ' I - '` - T,"' '' `J• •:��•,-• - _ `!,, Lam'- - `'a. �,!• �-{ -};-�+1` ';i`-•�"1-',` r i.�%'T•'�.'-t'h ,-'�,�;^ •i}� ,'ps;' :i.'. ,in t-,� I � •3-'L 'F7,.-�.,9✓ ••.•,_ - ~1! f-•�_; •'2`i-tea• •�, •' I 2-DUPLEX RECEPTACLE • ; ^> t j 397g� GFI �0� 2-DUPLEX GFI RECEPTACLE 0 RECESSED DOWNLIGHT ALL RECESSED DOWN LIGHTS TO BE LED LIGHT SWITCH Date: Scale: u' 3 3 WAY LIGHT SWITCH AS NOTED Drawing Title: REFLECTED CEILING PLANS & ELECTRICAL PLAN CN Drawing No.: ''• ado " PROPOSED SEONDOORC 1/4 = O a DRAWING ISSUE - 2 1 - NO. DATE ISSUED FOR --- A 1010 A-301 --- 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 3 T.O.Roof 4 42'-1 1/2" ® 5 6 7 8 9 10 11 MID POINT OF ROOF 12 — — — — — — — — — — — — — — — — — — — - DRAWING REVISIONS NO. DATE REVISION 1 6/3/2024 DOB REVISIONS 2 3 4 5 6 7 T.O.2nd Floor wall Plate ® 8 EGRESS WINDOW TO MEET 27 11 9 2020 NYS CODE 10&(IRC 2018)R310.2.1 MINIMUM OPENING AREA 11 12 i THIS APPLICATION IS APPROVED ONLY FOR WORK i INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL i OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN � Second Floor ACCORDANCE WITH APPLICARI F CODES — o T.O.Wall late ® Consultants CABLE RAIL HANDRAIL TO MEET B.C.2020 NYS SECTION 307 o i DB o� A-bQ i i I i FINISH FLOOR / — — — 7� _ _ _ • _ _ -I. _ •I _I I • I I .I-- I • -I I i I I _ � I I I I—I I II I II I I - _EGRESS WINDOW TO MEET77 EXISTING FINISH FLOOR I= - OPEN( GARE3102.11MINIMUM— I I I —I I I I ( I I I I I I— I I —I J�L L�L1 �1 ALL W�1 OPEN IN �L I�J�1 1�L Ll�l L L —L�1 ALL L1� �1 —LL�I L1 ALL LJ� — BASE FLOOD ELEVA ON 6'-0" n PROJECT WEST ELEVATION 2 1 A-300 54' -9" A-300 Applicant of Record: T.O.Roof 42'-1 1/2" ISAAC RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED o UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. r IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN o PERMISSION OF ISAAC-RAE ARCHITECTURE Project: Skunk Lane Residence 6370 Skunk Ln, Cutchogue, NY 11935 I T.O.2nd Floor wall Plate 27'-1 r Project No.: j I R-02 Seal/Signature: i'O O O A EGRESS WINDOW TO MEET o 2020 NYS CODE &(IRC 2018)R310.2.1 MINIMUM OPENING AREA Second Floor O.w;llllPI"e ® fir GCG T. CONSTRUCTION NOTES: e 0 0 �� 3976� o _ . o OF N�� KEY NOTE `° EQ EQ C-01 PROPOSED SNAP BATTEN SIDING i C-02 PROPOSED reSAWNRAIN CO.RAIN SCREEN C-03 PROPOSED STUCCO ' FINISH FLOOR Date: Scale: — — — — T 10'-111, AS NOTED Drawing Title: 2' ® -- I -- EXISTING FINISH ELEVATIONS coI I 1 I �L I - GRADE o ELEVATION (LEGEND: — — — — T-11" 50 NEW PROPOSED SNAP BATTEN SIDING — � I _ I I- T II ELEVATION Drawing No.: FOUNDATION NEW PROPOSED reSAWN CO.RAIN SCREEN SIDING t t t t -F N STUCCO —I Ii I-III I I III-III I I I I I -III I IIII-III—) I IIIIIIIIII-III I I I ( I I I I— I I II ( I I I II I I I ( II I ( I (— I II I II I I- C C° PROJECT SOUTH ELEVATION 1 1/4" = 1'-O., 1 L v A-300 A-300 S-104 moll 77 DRAWING ISSUE NO. DATE ISSUED FOR — — — — — — — — — — — — — T.O.Roof 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 42'-1 1/2" 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 6/3/2024 DOB REVISIONS 2 3 4 — — — — — — i T.O.2nd Floor wall Plate ® 5 — — — 27'-11" 6 7 C 8 9 / O O 10 I oil Ill 11 12 1' - 10" 3' -9 1/2" 4'-9 1/2" 3'-9 1/2" 1'- 10" THIS APPLICATION IS APPROVED ONLY FOR WO10, do lop 41 RK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL Second Floor ® OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ALA— TO BE CONSIDERED AS EITHER BEING APPROVED OR IN T.O.Wall ate 19'-11" Consultants D OD OD D 0 O A A FINISH FLOOR EXISTING FINISH FLOOR — — — — — — — — — — — — — — — — — _ - -- -- — — — - — TRADE BASE I -� -_ t t FLOOD ELEVATON 5 , II ITiEl II I I i I I II rr I I I FOUNDA0g II — IE1I — II I I—I I I II I I 1=1I I II I — I IE� — —I -III- I 1 — i — — I . — — — — — — — — — — — — — — — — — — T.O.Roof 2 PROJECT NORTH ELEVATION 42'-11/2" 1/411 = 11-011 Applicant of Record: 1 2 - I SAAC - RA E --- A-301 A-301 --- 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE Project: T.O.2nd Floor wall Plate ® Skunk Lane Residence 27'-11" 6370 Skunk Ln, Cutchogue, NY 11935 Project No.: I R-02 CABLE RAIL HANDRAIL TO MEET B.C.2020 NYS SECTION 307 Seal/Signature: Second Floor — — — — — — — — T.O.Wall Plate RED Ap CONSTRUCTION NOTES: KEY NOTE 00 CABLE RAIL HANDRAIL i C-01 PROPOSED SNAP BATTEN SIDING TO MEET B.C.2020 NYS SECTION 307 397�� y0 C-02 PROPOSED reSAWNRAIN CO.RAIN SCREEN C-03 PROPOSED STUCCO ` O� FINISH FLOOR c0 14' -2" �p — iv 10'-11„ EXISTING FINISH FLOOR �— CIA 8' 3 70 Date: Scale: GRADE 1 l I AS NOTED _ I -- — _ ELEVATION LEGEND: _ _ _ _ _ — — � _ _ — I � � — _ _ _ I _ _ = 7 11 C I I I Drawing Title: G I I NEW PROPOSED SNAP BATTEN SIDING BASE FLOOD ELEVATION_ ELEVATIONS _FOUNDATON O0 NEW PROPOSED reSAWN CO.RAIN SCREEN SIDING T � STUCCO III II I I I—_ Drawing No.: CM CD cm (0 A - 2u - - — - — I - - 1 = III —I — = 1 PROJECT EAST ELEVATION u _ DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 6/3/2024 DOB REVISIONS 2 3 4 5 6 7 8 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Consultants � G F E D C B A G F E D C B A 10'-01, — — — — — — — — — — 42 1 0.Ralf ® — — — — — — — — i — — — — — — —O —�— — -- — — — — ! — T.O.Roof i I - - - - - - - - - - - - + - - - j i I I I I I I i I I I I I j I Applicant of Record: ISAAC RAE 11575 MAIN BAYVIEW RD SOUTHOLD 11971 l ' ( 2 2 / / i i T. 347-276-6093 E. clay@isaac-rae.com i A-501 A 500 I I I I ( I / I ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 3 / FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED A-501 ( I ( UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. j / I IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE T.O.2nd Floor 2�PI„e ® — _ — — — I — — — — — — — T.O.2nd Floor wall Plate 11 / 27'_ I, THERMAL ENVELOPE Project: A-501 I ! Skunk Lane Residence I \ j i 6370 Skunk Ln, Cutchogue, NY 11935 Second Floor 20' � Second Floor 20' Project No.: _ T.O_Wall Plate — — — — — — — _ — — N T.O.Wall Plate ® I R-02 t — — — 19'-11" Seal/Signature: co ' (0 o j i i 00 oD MAHOGANY SIDING R0 At e CABLE RAIL i HANDRAIL N TO MEET B C 0 NYS (r irk SECTION 307 ,E t i - - FINISH FLOOR OIL — N FINISH FLOOR 10,-11" d 397 _ EXISTING FINISH FLOOR - EXIS NG FINISH FLOOR � _ t — —GRADE p �— I — ® —r GRADE ® a0 —L T DE T-11' Ell EH 1=111E T FOUNDATIQN — _ _ _ _ • BAS LOOD ELEVATION = a _ 11 — —_ � 1 _ I �' BASE ELEVATION FOUND 5 08 ® = ,a •. I - = Date: Scale: AS NOTED 11• — Drawing Title: I1 I II 11= III1 I I1 I I III-III1 I I1 11 I I-III III1 I IIIIIII1 I I-III III-III1 I I-III-III1 I1 11= =1 I1 I I III1 i t=1 I I III1 I I1 I I1 11 I I1 I I III1 I I1 I I=1 I I1 I I1 I I III1 I I1 I I1 I I1 I I1 I1 BUILDING SECTIONS 0 T ' ni Drawing No.: d- n Se:,tion 1 N 2 Section 2 � 1/4" = 1'-0" co1/4" = 1'-0''' m .� ` ' —9 Cep S.. • c..:--..._'..... .. ''-.,.--:.. _ _ 2 3 4 5 6 DRAWING ISSUE — — — — — — — — — — — — — — — — — — T.O.Roof ® NO. DATE ISSUED FOR 42'-1 1/2" 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 x 12 ROOF RAFTERS 3 4 I II 7 I I I I III I s � Q, J-1� I 9 10 11 ATTIC SPACE 12 DRAWING REVISIONS f I I I NO. DATE REVISION - - — — — — — — — — — — — — — - - -I — — — — — — — — — — — — — — I — 1 2 '! '• i — GWB DROP CEILING — — — — — — — — — — I I 3 — — T.O.2nd Floor wall Plate T— — — 4 y, 8 2 x 6 WALLS 10 11 2X1oPLYWOODWEB I \� I J I 12 JOIST i I I I Second Floor — — THIS APPLICATION IS APPROVED ONLY FOR WORK — — — — — — — — — — — _ T.O_Wall Plate ® INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL r I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER B ING APPROVED OR IN I I I Consultants I I 2 x 14 PLYWOOD WEB I' JOIST I I FINISH FLOOR " 5,SLAB CRAWL SPACE EXISTING FINISH FLOOR 4-1 8'-3 GRADE �— I e° BASE FLOOD ELEVATION -� I L�J — FOUNDATION' =1I = _ = 1= I I=1 I I I=1 „ „ I „ Section 4 1 2 3 4 5 6 q 19 f 1 I 4 , ISAAC R A E 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T. 347-276-6093 E. clay@isaac-rae.com ALL DESIGNS/DRAWINGS RENDERINGS AND OTHER DISCLOSURES S SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE ARCHITECTURE ,�. 2 X 12 PLYWOOD WEB JOIST Project: = _ _ _ _ _ _ _ _ - - - - - - - - � I � - - - - - - - - - - - - - - Skunk Lane Residence — — — — — — — T.O.2nd Floor wall Plate ® 6370 Skunk Ln, Cutchogue, NY 11935 Project No.: ' I I I R-02 \ \ I I Seal/Signature: 2X10II \\ I I \\ III I JOIST PLYWOOD WEB Second Floor - � �\ � D ARC, v - — — - — — — — T.O.Wall Plate I I ( x,i •l ' I I OF N�� I 2X14 JOIST PLYWOOD W EB i FINISH FLOOR EXISTING FINISH FLOOR ® Date: Scale: ° 8'-3 /2" 1 -I I I - I_ - :� •- - - - AS NOTED — ,aa — — _ GRADE Drawing Title: _ BUILDING SECTIONS I II I I I — BASE FLOOD E ATION— — ( I = I I—I I I ( I—III I I— ( —I I—III ) I I—I I :' I —) I Drawing No.: -I II III-III III I II -III IIII �- I � I IIIII IIIII IIII-III-I -� I III-� I-III-IIII IIII-III- IIII I I- t ` sf • DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES , ............. 3 5 ............. 7 . ................... 10 12 \'- 'DRAWING REVISIONS ` NO. DATE REVISION 11 , 5 '1 6 2 x 12 STRINGERS 9 ,1 +, 4 5 so 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3' - 1° OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 01 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Ir i Consultants r r ry, j r' : r „ f 1 : _'•--___.... . ...�._ x ... -: r _ GLASS HANDRAIL - 4� 2 x 14 PLYWOOD JOIST !, 1 $eCOfl20 lour ® - • - , .. r ./ , I < : < _ _ < GLASS HANDRAIL I I 3 MC STAIR 4 WOOD STAIR STRINGER I Applicant of Record: 2X8 WOOD FRAMING 5 I SAAC - IAA E M 11575 MAIN BAYVIEW RD SOUTHOLD 11971 — =__-------_-__-_--TT� — --- —.—___— T. 347-276-6093 E. clay@isaac-rae.com I 111II ALL DESIGNS DRAWINGS RENDERINGS AND OTF;ER DISCLOSURES SET I I I III I III----------- ——————— FORTH HEREIN ARE THE PR OPERTYOFISAAGRAELLC,ANDAREPROTECTED ' I UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR : I —_-----------..._..._...._._... _.._.._.__.....-._......_ ._._.._.._......_..- -....._......_.........__........._................._._. CONSTRUCT y 1 il+ __..._._._........................................_..__..._...._.__..._...__.._.__._.__-..__..._.._.........._......_...._...._........._................_. ......__....__-_....................__._.._............._._.._..._...................__.......__...__...._..._..__ IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN '°"L. r I I ill PERMISSION OF ISAAC-RAE ARCHITECTURE I i l 11 LO r' r E r-I -- -- --- --- ----- __--- -- --- ---------_---------______ ---- Skunk Lane Residence ----_-------- -- I •� WHITE OAK TREAD I I I I l I 1 6370 Skunk Ln , I-'--' __....._._._.._...__........_....._..........................--........._.................._......._.._._.-._ _......... ._..._..._.___................_........_...... /''� Cutchoue NY 11935 - — ------- — Project No.: FINISH FLOOR I R 02 od --------=Q- ---------ii Seal/Signature: UJ —..__._... ---._._.... _.__.._._.........-_...._._.._...__._ .. i ------------- ---STAIR GUARDRAIL---------._..__..__......__---- m 11 r I J; I 1 I I 4i I it f� I P' I i -+^ D AR , rl+ FOOTING ' TING - -- — -------------------- �' r 1 AY ( /r DOWN TO I I I F Ih1ri^ I I I —i POINT LOAD DOWN TO FOOTING T--� --_—_--iL— r _ 4 x 4 x 3/8 STEEL POST I II 1 1 � u- I I I I AL . ........................... 4" GRADE I I 1 N ^ t 0 2 I I DNII IL I1 I II II O 9 TREADS&10 RISER @ P. I A-401 OF N��� SIMPSON COLUMN CAP I I I I I I I I II 11 I I I I I II _ 1 _ _........-- I I _..........._...12"X 24"CONCRETE FOUNDATION Date: Scale:OTFOI , — � Lam- - °• _ � � � — AS NOTED Drawing Title: INTERIOR STAIR DETAILS CD _-- — 3 1 — 11 -I I—I II I I III II I I IIIII I I II I I I I I I I I— N ' T Drawing No.: `'MJ N O CC\I 00 FIRST FLOOR STAIR SECTION FI ST FLOOR STAIR PLAN 1 , DRAWING ISSUE ,;,'„• NO. DATE ISSUED FOR I' '`' �'' ••'' 1 SOUTHOLD TOWN TRUSTEES t t,d� ,t, r F, • 7 STANDING SEAM MTL ROOF, 8 SNAP BATTEN PANEL 10 9.5"THICK COMFORTBATT12 11 ,�,.,,•;.:;'I '.•• ,. ,--- _> THERMAL BATT INSULATION IN SU O R 38 DRAWING REVISIONS 2X12 WOOD ROOF FRAMING NO. DATE REVISION 2 1 2 O.C. STANDING SEAM MTL ROOF, SNAP BATTEN PANEL 5.5"THICK COMFORTBATT 1 THERMAL BATT INSULATION R23 2 3 2"THICK CLOSED CELL LiI 5.5"THICK COMFORTBATT SPRAY FOAM INSULATION 2X6 WOOD WALL FRAMING 4 THERMAL BATT INSULATION R23 R6.5 PER INCH 6 L L 7 ALUMINUM HALF ,I 2"WIDE INSULATION 8 >00 THERMAL BREAK ROUND GUTTERS 9 2X6 WOOD WALL AND LEADERS TO 10 I FRAMING DRYWELL AS PER v — — — second Floor ® 11 SITE PLAN — — — — — — — — — — 20,_7„ >00 12 TYPICAL HEADER (2) 14" LVL THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL L L OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR — — — — — — — — — — — — — T.O.Wall Plate ® TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I , Consultants >001 L L I TYPICAL HEADER I (2) 14" LVL 2X12 WOOD ROOF FRAMING 2"WIDE INSULATION I @16"O.C. v v " I THERMAL BREAK T.O.2nd Floor wall Plate i9 27'_11, L L i' T.O.Wall Plate ---�- - '— — -- — — — 19'-11 ® I 2X6 WOOD WALL FRAMING ' I I 5.5 THICK COMFORTBATT 1 THERMAL BATT INSULATION R23 BLUESTONE TILE AT LANDING AND STAIRS 14"LVL RIM JOIST ��+ I 14 1/2"TJI FL OOR JOIST r @16"O.C. FINISH FLOOR I i - 10,_11,E 01 Applicant of Record: TYP. a.. pp Wall Section 2 d' m SAAC - RA E x 4. LEAD COATED - - '.4 - 11575 MAIN BAYVIEW RD SOUTHOLD 11971 .a- a COPPER FLASHING T. 347-276-6093 E. clay@isaac-rae.com 2X6 BOTTOM PLATE ^ ••+ °'d ° - +'' 0'-4" ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET 9 _ 5.5"THICK FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED i' — — FINISH FLOOR ® :° •,d ';`,C' ';•',� , ,,' 10'-11 -,a ';- ;< ' _ - •' - d, '- ' COMFORTBATT UNQER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. L THERMAL BATT IN ACCEPTING THIS INFORMATION YOU AGREE NOTTO REPRODUCE OR 14" LVL RIM JOIST ;^ " d INSULATION R23 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN ° d. ' - : PERMISSION OF(SAAC RAE ARCHITECTURE 10"CONCRETE STEM WALL WITH 6" STEM AND 4"JOIST POCKET 5.5"THICK ^¢.-. =:,a' •° v COMFORTBATT Project: THERMAL BATTVM I, 12" DEPTH OF •` :- INSULATION R23 '�:a�'° < : CRUSHED STONE _ 2"THICK DOW STYROFOAM Skunk Lane Residence ° _' • e INSULATION R13 ea ° 6370 Skunk Ln, Cutchogue, NY 11935 a 10"CONCRETE — ` °; d - d d — — 4 b d _ A -0 d, $ —n d _ a' z _ ° d GRADE 0'-4 0� STEM WALL d, d•• a < - a�; ,b ; d^ c_ °p; — — _11„ , " 9 - .-a a. '. Project No.: ° - 5"CONCRETE SLAB 4 1, 141/2"TJIFLOORJOIST �Q�"O�O.�Q�Q. "O0"OOO" 000 "O"�0�.O 0�0�0�000�0�0: -', - ' d ° AT CRAWL SPACE IR-02 8 �a 16"O.C. �OoOoO.oOoO.oO:oOoOaOoOoO.oOoOO. O.OoO0OO'O.bObOoO.a , ° °`," Seal/Signature: a >oOoOo0o0o0oOoOoOo-OoO"oOoDo:O OoOoOaOoOoOoOo:0o00-Oo °'d WW MESH "A 5.0b0.Q0oOoOoOoO.o�oOoOoO.o�.oO:oOoOoOoOoObObObObO.Ob O O O O O O O O O O O O O O O O 0 0 0 O O 0 O O ' a T.O. FOOTING 'i �OOOoO"QOQOOOQOQOOOOOQO.00.00000O0O.0O.0.O"OOOOOO.00"OOO 3' BELOW GRADE ®'° WW MESH O O O O O O O" O O O" O O O O" O O O O O O O. O. 0 O < . ° ., d C, Kxx °• = '° - \• D0b0b0b0b0b0.b0b( bObObU.oOoOoOoO 0bubOoOoOoOoOo • ,. e ,'d-: • -. a �.°. T. . — 2,rTHICKDOWSTYROFOAM �O:�O"�"0�000�000 0 0 O 'O O O O O O Q O O O O. O Q O ° ..- ., INSULATION R13 -- --- = -- -- 0 0 0 0 0 0 0 0 0�0�0�0�0 0 0 0 0 i - -•- ° Via, ,•m ° � �a ` I� I 5"CONCRETE SLAB —_ O °q a a d ° d 3' r �•• i — AT CRAWL SPACE I OObO"O.Q. .. a 'a {;'i a°-e ° - °; - -1' ,e •.d.-� ,-'�"'d .O. d• c-'°°- °• 'a. °- ° .°, e, d, a -°: "'� I�II►vV — 12"X 36" CONTINUOUS FOOTING — I I —I I —I II —I —_ _ ; , ; ' �- a a° ; • — — FOUNDATION , , •- a o� a e ° 'ad - -°� = -_ I I � - a - I 2"THICK XPS FOAM - - _BOARD INSULATION R10 Date: Scale: 12"X 36"CONTINUOUS FOOTING AS NOTED Drawing Title: 1° 2"THICK XPS FOAM WALL SECTIONS r BOARD INSULATION R10 Drawing No.: I. - ' D rawv' 3 Wall Section 3 n Wall Section 1 i, 4 60' 1 1/2" = V-0" I 77 L777, 777 DRAWING ISSUE NO. DATE ISSUED FOR 1 10/30/2019 SOUTHOLD TOWN TRUSTEES 2 3 4 5 6 7 8 9 10 ° 11 12 DRAWING REVISIONS I ' NO. DATE REVISION ° 1 2 3 4 I" BALCONY 10 ° TYPICAL HEADER 12 (2) 14" LVL ' u Y THIS APPLICATION IS APPROVED ONLY FOR WORK L L INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING ROVED OR IN v V — — — — Second Floor EPDM ROOFING WIDE INSULATION T THERMAL BREAK Consultants 3/4"SHEATHING L L 2 6 STANDING SEAM MTL ROOF, — — — — — — — — �•{ '4 ' - - - - - - - - - _ - T.O.Watl Plate 2 6 SNAP BATTEN PANEL 19'-1r' i 2X12 WOOD ROOF 2 FRAMING @16"O.C. 9 1/2"TJI FLOOR JOIST @16"O.C. 2"THICK CLOSED CELL AY FOAM INSULATION 2"THICK CLOSED CELL HORIZONTAL CEDAR SIDING, SPRAY R6.5 PER INCH SPRAY FOAM INSULATION GWB FIN. CEILING SPR SCREW AND PLUG TO VERTICAL BATTONS R6.5 PER INCH i KITCHEN & VERTICAL BATTONS SCREWED TO 9.5"THICK COMFORTBATT 9.5"THICK COMFORTBATT DINING PLYWOOD SHEATHING — 12 THERMAL BATT THERMAL BATT 2 6 INSULATION R38 INSULATION R38 PLYWOOD SHEATHING WITH CEDAR BREATHER 2X12 WOOD ROOF FRAMING @16"O.C. 5.5"THICK COMFORTBATT THERMAL BATT INSULATION R23 GWB FIN. CEILING L L — 2"WIDE INSULATION THERMAL BREAK BLUESTONE FINISH v v I I AT PATIO COPPER TERMITE I I TYPICAL HEADER 5" CONCRETE SLAB FLASHING I I (2) 14" LVL ' 2X6 WOOD WALL FRAMING I I WW MESH Applicant of Record: 5"CONCRETE SLAB I 14" LVL RIM JOIST a 14 1/2"TJI FLOOR JOIST o @16"O.C. I SAAC - RAE d O FINISH FLOOR ' FINISH ® I I — — — — 11575 MAIN BAYVIEW RD SOUTHOLD 11971 — — — I 10 -11 WW MESH II T. 347-276-6093 E. clay@isaac-rae.com '{ L d 14 1/2"TJI FLOOR JOIST I ( 5.5"THICK COMFORTBATT THERMAL BATT ALL DESIGNS DRAWINGS RENDERINGS AND OTHER DISCLOSURES SET �'' <- --,q• ° �•, a• - I e °d INSULATION R23 �-, °• - e FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED '. '', <=a; % , ' 4 • d •� v 5.5"THICK COMFORTBATT • , e — — UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. < ;d - —I--I IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR d THERMAL BAIT Q a CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN • a,a a - INSULATION R23 d —I i — a:< as — PERMISSION OF ISAAC-RAE ARCHITECTURE d L — — — 12"X 12" DOWNTURNED ' --SLAB EDGE Project: 12 X,12712"THICK DOW STYROFOAM °4 0 „a' — b�1N'NTURNED =III-- � e _ I —I I— I- 11.'i' III— -- INSULATION R13 — Skunk n k L n R i ;.S'LAB EDGE t 1+— 0' 4" • a e es d e n ce 2"THICK DOW STYROFOAM 10" CONCRETE STEM WALL - 4 INSULATION R13 WITH 6" STEM AND 4" • - I I—I I I I 6370 Skunk Ln, Cutchogue, NY 11935 FAMILY BALCONY JOIST POCKET — 1{! d ° •e WITH 6"STEM ROOM EM AND 4"OAST POCKET IIt i 5"-- CONCRETE SLAB AT ° °• • I = I I— I Project No.: CRAWL SPACE d01. . 5" CONCRETE SLAB AT d' IR-02 ,'' :,.;; ",, — I— -- I I aa. ••� CRAWL SPACE d•• ,°' -•,'• ,-„d�•: } WW MESH ; , •.d• •, o'4 _ Seal/Si gnature: ,, I WW MESH •e,. '<` . ,�d r . I 9 1/2"TJI FLOOR JOIST = �D A,q Y� d T 12"X 36"CONTINUOUS —I— t ,',•_ °` @16"O.C. FOOTING " d I I —I GG:AY , T ',i I I = r°b. e ° — GRADE d — • — — ;RADE �����C' 1 ;,,I .'.,;I,1 1., �_ I I ,a e. °d d ° >00 ° d ° 7 ® — Second Floor, p' • , ° '� d — �—ica=ir —— , L , • C - - _ m •emu - - _ b '- - )01 d d J d 'Q - o - - ,< �• _ 2"WIDEINSULATION I da - - .A : - — - - . Q•. E MAL BREAK - d�< - - F — -� 2"THICK XPS FOAM - d - _ - - '•- - _— < A , - INSULATIONe - _ R1 .- - - BOARD0 - _ _ - •,�°- - ad •d° - ._ • - -, — n Q•, a .. • d - — 12" X 36 CONTINUOUS FOOTING 9 1/2+�TJI FLOOR JOIST -- — @16"O.C. - (2) 14" LVL I 2"THICK XPS FOAMI- - BOARD INSULATION R10 I I I I�I Date:: � Scale: —I I I I IIII—IIIIIIIIIIII—III—IIIIII—III—III—III—III—III— AS NOTED Drawing Title: WALL SECTIONS Wa!I Section 5 Wall Section 4 6i 3 Wall Section 6 2 1 „ 1 -0 N Drawing No.: + r 6) CM 00 Y;'u i i, 1 1 .i - r 7777 WINDOW SCHEDULE DRAWING ISSUE M . : MARK FAMILY AND TYPE COUNT WIDTH HEIGHT MANUFACTURER TYPE COMMENTS DESCRIPTION t i' • N0. DATE ISSUED FOR " y A FIXED TX 8' 8 3'-0" 8'-0" ANDERSON 1 10/30/2019 SOUTHOLD TOWN TRUSTEES A OPERABLE 3'X8"' 3 3'-0" 8'-0" ANDERSON 2 B FIXED&OPERABLE 1 13'4" 8'-0" ANDERSON 3 ,.,,,',4i, •,•" •_° ! ' ,.'1.'• ! ' C FIXED&OPERABLE 3 7'5" 8'-0" ANDERSON OPERABLE: 1 13'4" 8'-0" ANDERSON :' ,,,• ','' ",;'' E ANDERSON 5 OPERABLE: 1 14'2" 6 2'- 101/2 2 - 101/2' 7 OPERABLE: 1 5'9" ANDERSON " 8 ' DOOR SCHEDULE 9 f COUNT FAMILY AND TYPE MARK WIDTH HEIGHT MANUFACTURER TYPE COMMENTS DESCRIPTION 10 2 SINGLE FLUE H 40"X 108" DA 3'4" 9'-0" ' \ 11 1 DOUBLE FLUSH 63"X 108" DB 5'-3" 8'-0" , \ 12 DRAWING REVISIONS 1 DOUBLE FLUSH 78"X 96" DC 6'-6" 8'-0" / \ NO. DATE REVISION NOTE 1 / \ 3 4 1 . ALL FENESTRATIONS TO BE HAVE THE FOLLOWING - F \ A. U-VALUE= .32 5 B. SHGC= .40 00 \ \ , 6 C. LOW E COATING REQUIRED THROUGHOUT 7 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS BEFORE PURCHASING ALL WINDOWS AND DOORS 8 3. CONTRACTOR TO PROVIDE 130 MPH RATED WINDOW PROTECTION EITHER IN THE FORM OF 9 KEVLAR HURRICANE CURTAINS OR 3/4" PLYWOOD AS PER NYSTATE CODE. 10 \ ' 11 ' 12 \ ' THIS APPLICATION IS APPROVED ONLY FOR WORK 3'-4" 5'-3" 6'-6" \\ // INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FINISH FLOOR ® OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 17.11" TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 5' 9° ACCORDANCE WITH�P TYPE F GLASS DOORS Consultants PROJECT WEST ELEVATION - Callout 1 / 6 1/2" = 1 1_0„ / 13'-4" / \ 01 013'-8 1/2" 3'-8 1/2" i TYPE DA TYPE DB TYPE DC ' \ o 0 co 30 Applicant of Record: \\ /' T-5" \ I SAAC - RA E ' 11575 MAIN BAYVIEW RD SOUTHOLD 11971 T. 347-276-6093 E. clay@isaac-rae.com -0 ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET • TYPE B WINDOW WALL TYPE C WINDOW WALL FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC,AND ARE PROTECTED UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR nW TH ELEVATION WINDOW 2 n SOUTH ELEVATION WINDOW 2 CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN DoorLe end PERMIISSION OF ISAAC-RAE ARCHITECTURE 1/21' = 1'-0" = 1'_0" 1/2" = 11_011 Project: 3'-51/2" 3' -4" 3'-4" 3'-51/2" Of 3' 3 -9" Skunk Lane Residence 3'-011 3'-0" 31_7" 3'- 6" 3._6" 3'-7" 6370 Skunk Ln, Cutchogue, NY 11935 Project No.: I R-02 \ Seal/Signature: � ED A C 0 0 o E 0 1 M. C01 co co co 00 F0F Pi / , 1 F Date: Scale: •r•' AS NOTED TYPE A TYPE A Drawing Title: " ALL TYPE A TYPE A TYPE E WINDOW WALL TYPE D WINDOW WALL TYPE E WINDOW WALL WINDOW & DOOR SCHEDULE FIXED OPERABLE •:!�? :' '1''. EGRESS Drawing No.: •4yy�� ' ,''• ' 0 Window Le end 1 EAST ELEVATION WINDOW 1 NORTH ELEVATION WINDOW 1 �1 SOUTH ELEVATION WINDOW 1 n ,� _ U 1/2 - 1 0 1/' 1'-0" 1/2" = 1'-0" 1/2 - 1 0