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Also attached to this agenda item: 17 Georgia Lane Letter of Support K. Santone 17 Georgia Lane-Application 2024 Redacted 17 Georgia driveway S-1 Zoning Photos-S-1 ZONING PHOTOS

LENGTH SPAN CLEAR specified nails in Equal number of end distance Provide minimum 1" each end END LENGTH EACH SIDE OF STUD (3)10dx1 1/2" NAILS W DIAMETER BOLT + 1" L SIMPSON STRONG-TIE STRAP TIES (CS16) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE ADJUSTABLE & STANDOFF POST BASE (ABA44) AT EA. POST ANCHORED TO CONCRETE SIMPSON STRONG-TIE STUD PLATE TIES (LIGHT GAUGE STEEL) (SP4 / SSP) SSP FOR SINGLE STUD (2) SSP FOR DOUBLE STUD INSTALLED @ 32"O.C. SIMPSON STRONG-TIE BEARING PLATE (BP) BASE PLATE @ EA. ANCHOR BOLT TO FOUNDATION (3)10dx1 1/2" NAILS SP4 SSP Simpson Strong-Tie FTA SIMPSON STRONG-TIE FLOOR TIE ANCHORS (FTA / LFTA) INSTALLED @ 32"O.C. SIMPSON Strong-Tie SIMPSON Strong-Tie @ sheathing LTP4 on plywood G May not be installed over sheathing A35F J H SIMPSON STRONG-TIE STRAP TIES (MSTI) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE FRAMING ANGLES & PLATES (LTP4 / A35F) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE TWIST STRAP (MTS) INSTALLED @ 32"O.C. SIMPSON STRONG-TIE COILED STRAP (LIGHT GAUGE STEEL) ADJUSTABLE LIGHT SLOPEABLE / SKEWABLE U HANGER (CS20 / LSSU28) INSTALLED @ 32"O.C. CS20 FOR RIDGE COMBINATION CS20 / LSSU28 FOR STRUCTURAL RIDGE LSSU28 LSSU28 SIMPSON STRONG-TIE ADJUSTABLE LIGHT SLOPEABLE / SKEWABLE U HANGER (LSSU28) INSTALLED @ 32"O.C. AREA OF WORK (CARPORT) 50'-0" 34'-8" 45'-9" 54'-0" 278'-9" 17 GEORGIA LANE CROTON ON HUDSON NY 10520 DRAWING LIST A-1 COVER SHEET GENERAL NOTES & DETAILS REVISION DATE ISSUE C LR CROTON-ON-HUDSON, NEW YORK A R C H I T E C T 3 WINDSOR ROAD TEL (914) 330-1802 L E W I S C R O A N E LEWISROANEDESIGN@GMAIL.COM 7/22/2024 ISSUED FOR OWNER REVIEW IT IS A VIOLATION FOR ANY PERSON, UNLES HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESIONAL ENGINER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINER OR LAND SURVEYOR SHAL AFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION DRAWING NUMBER SCALE DATE DRAWING TITLE PROJECT NAME PROPOSED CARPORT FOR THE: POWCHIK RESIDENCE 17 GEORGIA LANE CROTON-ON-HUDSON NY 10520 COVER SHEET A-1 SITE PLAN SCALE 1"=30'-0" A-2 TOWN ZONING REQUIREMENTS ZONE: SETBACKS FRONT REAR 1 SIDE ALLOWED N/A 5'-0" 5'-0" RA-40 EXISTING PROPOSED LOT SIZE 40,000SQFT 54,866 SQFT LOT WIDTH 150.0' MIN 160.9' N/A MAX HEIGHT 15'-0" N/A ZONING DATA 7/16/2024 AS NOTED R310.1.1 OPERATIONAL CONSTRAINTS EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R905.2.5 FASTENERS FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MIN. 12 GAGE SHANK W/ A MIN. 3/8" HEAD ASTMF 1667, OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIAL AND A MIN. OF 3/4" INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4" THICK, THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALL COMPLY W/ ASTM F 1667. R905.2.7 ICE SHIELD ALL ROOF EAVES SHALL BE PROVIDED WITH ICE SHIELD MEMBRANE FROM EDGE TO 24" PAST INSIDE WALL SMOKE DETECTORS: SMOKE DETECTORS SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING CODE SUPPLEMENT SECTION AJ504 R905.1.1 UNDERLAYMENT APPLICATION FOR ROOF SLOPES FROM TWO VERTICAL UNITS IN 12 UNITS HORIZ. UP TO FOUR UNITS VERT. IN 12 UNITS HORIZ. UNITS SHALL BE TWO LAYERS. R905.2.6 ATTACHMENT ASPHALT ROOF SHINGLES SHALL HAVE A MIN. OF SIX FASTENERS PER SHINGLE WHERE THE ROOF IS IN ONE OF THE FOLLOWING CATEGORIES - THE BASIC WIND SPEED PER R301.2(4) IS 110 MPH OR GREATER AND THE EAVE IS 20' OR HIGHER ABOVE GRADE . R310.2.1 MINIMUM OPENING WIDTH THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 20 INCHES. R310.2.2 MINIMUM OPENING HEIGHT THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES. R310.2.1 MINIMUM OPENING AREA AL EMERGENCY ESCAPE AND RESCUE OPENINGS SHAL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. EXCEPTION GRADE FLOOR OPENINGS SHAL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. EGRESS WINDOWS: TABLE 1607.1 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R303.1 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING: TABLE R602.3(1) FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS GUARDRAILS AND HANDRAILS STAIRS SLEEPING ROOMS ROOMS OTHER THAN SLEEPING ATTICS WITH STORAGE ATTICS WITHOUT STORAGE PASSENGER VEHICLE GARAGES DECKS EXTERIOR BALCONIES LIVE LOADS USE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (IN LBS. PER SQ. FT.) DESIGN CRITERIA SECTION R302 TABLE 302.1 ALL CONSTRUCTION WITH-IN 5'-0" OF PROPERTY LINE TO BE 1HR RATED. BEYOND 5'-0" NO RATING IS REQUIRED YES SLIGHT TO MODERATE MODERATE TO HEAVY 3'-6" SEVERE C 30LB/FT FLOOD HAZARDS ICE SHEILD UNDERLAYMENT REQUIRED WINTER DESIGN TEMP. DECAY TERMITE FROST LINE DEPTH WEATHERING SUBJECT TO DAMAGE FROM SEISMIC DESIGN CATEGORY GROUND SNOW LOAD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND SPEED (MPH) REGION FIRM MAP DEC 199 HEATING DEGREE DAYS SECTION 303.1 LIGHT & VENT SECTION R310 EMERGENCY ESCAPE SECTION R1609.1.1 WIND-BORNE DEBRIS SECTION 905.1.2 ICE SHIELD SECTION R406 WATERPROOFING & DAMPPROOFING SECTION R406.3.2 VAPOR BARRIER SECTION R403.1.6 ANCHOR BOLTS SECTION R403.3.4 TERMITE SHIELD ALL FRAMING SHALL COMPLY WITH NYS R802 LOT DEPTH 200.0' MIN 353.65' SETBACKS ALL ELECTRICAL WORK IS TO BE PERFORMED BY A LICENSED ELECTRICIAN NOTES: LIGHTING FIXTURES NOTED ARE TO BE SUPPLIED BY OWNER & INSTALLED BY G.C. IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHAL AFFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION BASED UPON NFIP FIRM MAP THE PROJECT IS IN THE 'X' FLOOD ZONE THIS PROJECT WAS DESIGNED USING THE CURRENT NYS BUILDING CODE (2020 NYS RESIDENTIAL BUILDING CODE) PROPOSED PROJECT SHALL COMPLY WITH THE FOLLOWING ADDITIONAL SECTIONS OF 2020 NYS RESIDENTIAL BUILDING CODE SURVEY AS PROVIDED BY HOME OWNER ALL WORK SHALL CONFORM TO THESE DRAWINGS, THE NEW YORK STATE BUILDING CODE AND ANY OTHER APPLICABLE CODES OR ORDINANCE THAT MAY APPLY TO THIS PROJECT ALL DECK FRAMING LUMBER TO BE PRESSURE TREATED SOUTHERN YELLOW PINE (#2 OR BETTER) ALL CONCRETE FOOTINGS SHALL CONFORM TO ACI 318.77, AND DEVELOP A STRENGTH OF 3,000PSI BEARING IN 28 DAYS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, EXISTING & PROPOSED, ANY DISCREPANCY SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT. THIS CARPORT HAS BEEN DESIGNED FOR LIVE LOAD 40 LBS/SQFT DEAD LOAD 10 LBS /SQFT SOIL BEARING 3,000 LBS/ SQFT (ASSUMED) LOADING DECK FRAMING SHALL COMPLY WITH NYS R507 2020 NYS RESIDENTIAL CODE & (FIGURE 507.2.1(2), 507.2.3 (1), 507.2.3 (2)) IF LEDGE ROCK IS ENCOUNTERED FOOTING ARE TO BE PINNED TO THE LEDGE WITH (3) 6" #4 REBAR WITH 3" MIN EMBEDMENT INTO THE STONE BOTH SIDES 1.26 ACRE 34'-8" 287'-9" 45'-6" 12'-0" N/A N/A CONSTRUCTION PLANS A-3 160.9' 353.65' 54,866 SQFT 1.26 ACRE JOIST TO SILL OR GIRDER, TOE NAIL 3-8d DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER a, b, c, d SPACING OF FASTENERS - 1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL - - 2-8d 2 STAPLES, 1-3/4 - 2" SUBFLOOR TO JOIST OR GIRDER, BLIND & FACE NAIL 2-16d 16" O.C. 16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL - 2-16d TOP OR SOLE PLATE TO STUD, END NAIL - 3-8d OR 2-16d STUD TO SOLE PLATE, TOE NAIL 10d DOUBLE STUDS, FACE NAIL 24" O.C. 24" O.C. 10d DOUBLE TOP PLATES, FACE NAIL SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3-16d 16" O.C. - 8-16d DOUBLE TOP PLATES, MINIMUM 48-INCH OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA - 3-8d BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 8d RIM JOIST TO TOP PLATE, TOE NAIL 6" O.C. - 2-10d TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 16" O.C. ALONG EACH EDGE 16d BUILT-UP HEADER, TWO PIECES WITH 1 2" SPACER 16" O.C. ALONG EACH EDGE 16d CONTINUED HEADER, TWO PIECES CEILING JOISTS TO PLATE, TOE NAIL 3-8d - - 4-8d CONTINUOUS HEADER TO STUD, TOE NAIL 3-10d CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL - 3-10d CEILING JOIST TO PARALELL RAFTERS, FACE NAIL - 2-16d RAFTER TO PLATE, TOE NAIL - 2-8d 2 STAPLES, 1-3/4 1" BRACE TO EACH STUD AND PLATE, FACE NAIL - - - - 2-8d 2 STAPLES, 1-3/4 1"x6" SHEATHING TO EACH BEARING, FACE NAIL - - 2-8d 3 STAPLES, 1-3/4 1"x8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 4 STAPLES, 1-3/4 WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL - - 10d BUILT-UP CORNER STUDS 24" O.C. 10d BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS NAIL EACH LAYER AS FOLLOWS: 32" O.C. AT TOP AND BOTTOM AND STAGGERED. TWO NAILS AT ENDS AND AT EACH SPLICE. AT EACH BEARING 2-16d 2" PLANKS 4-16d 3-16d ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL FACE NAIL - - - 3-8d RAFTER TIES TO RAFTERS, FACE WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING, AND PARTICLEBOARD WALL SHEATHING TO FRAMING 12g 16 - 1 6d COMMON NAIL (SUBFLOOR, WALL) 8d COMMON NAIL (ROOF)f 12g 8d COMMON NAIL 32 - 1 10d COMMON NAIL OR 8d DEFORMED NAIL 1 1 8 - 1 1 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3(1) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS TABLE R602.3(1) continued DESCRIPTION OF BUILDING MATERIALS 2" REGULAR CELLULOSIC FIBERBOARD SHEATHING DESCRIPTION OF FASTENERS b, c, d, e 1 1 2 GALVANIZED ROOFING NAIL 6d COMMON NAIL STAPLE 16 GA., 1 1 2 LONG SPACING OF FASTENERS INTERMEDIATE SUPPORTS (INCHES) c, e OTHER WALL SHEATHING h 2 STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1 1 2 GALVANIZED ROOFING NAIL 8d COMMON NAIL STAPLE 16 GA., 1 1 2 LONG 32 STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING 1 3 4 GALVANIZED ROOFING NAIL 8d COMMON NAIL STAPLE 16 GA., 1 3 4 LONG 2 GYPSUM SHEATHING 1 1 2 GALVANIZED ROOFING NAIL; 6d COMMON NAIL; STAPLE GALVANIZED, 1 1 LONG; 1 1 4 SCREWS, TYPE W OR S 8 GYPSUM SHEATHING 1 3 4 GALVANIZED ROOFING NAIL; 8d COMMON NAIL; STAPLE GALVANIZED, 1 5 LONG; 1 5 8 SCREWS, TYPE W OR S WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 4 AND LESS 6d DEFORMED NAIL OR 8d COMMON NAIL 8 - 1 8d COMMON NAIL OR 8d DEFORMED NAIL 1 1 8 - 1 1 10d COMMON NAIL OR 8d DEFORMED NAIL EDGES (INCHES) i FOR SI: 1 INCH = 25.4mm, 1 FOOT = 304.8mm, 1 MILE PER HOUR = 1.609km/h a. ALL NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80ksi (551Mpa) FOR SHANK DIAMETER OF 0.192" (20d COMMON NAIL), 90ksi (620Mpa) FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN 0.177", AND 100ksi (689Mpa) FOR SHANK DIAMETERS OF 0.142" OR LESS. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7 16 INCH ON DIAMETER CROWN WIDTH. b. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. c. 4-FOOT-BY-8-FOOT OR 4-FOOT-BY-9-FOOT PANELS SHALL BE APPLIED VERTICALLY. d. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(1). e. FOR REGIONS HAVING BASIC WIND SPEED OF 110mph OR GREATER, 8d DEFORMED NAILS SHALL BE USED FOR ATTACHING PLYWOOD AND WOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48 INCH DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT IS MORE THAN 25 FEET, UP TO 35 FEET MAXIMUM. f. FOR REGIONS HAVING BASIC WIND SPEED OF 110mph OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100mph, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH DISTANCE FROM RIDGES, EAVES AND GABLE END WALLS; AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 79 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208. h. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND AT ALL ROOF PLANE PERIMETERS. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS SHALL NOT BE REQUIRED EXCEPT AT INTERSECTION OF ADJACENT ROOF PLANES. FLOOR AND ROOF PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. i. 1. GENERAL CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND VERIFY LOCAL REQUIREMENTS WITH LOCAL BUILDING OFFICIALS. 2. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. 3. RECORD ARCHITECT / ENGINEER OR DESIGN CONSULTANTS ARE NOT TO FIELD SUPERVISE OR INSPECT THIS PROJECT. 4. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE LATEST A.C.I. 3500 PSI MIN. AT 28 DAY TEST (A.C.I. 319-63). 5. ALL FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON UNDISTURBED SOIL AT MINIMUM BEARING CAPACITY OF (2) TONS PER SQ. FT. MINIMUM OF 3' COVER. 6. ALL WOOD FRAMING , INCLUDING JOISTS, BEAMS, POSTS, STUDS ETC. TO BE DOUGLAS FIR CONSTRUCTION GRADE OR BETTER @ fd1200 PSI. 7. WOOD SILLS ON SLAB TO BE (2) 2x6 CCA WOLMINIZED LUMBER W/ 1/2" DIA. ANCHOR BOLTS 4'-0" O.C. 8. ELECTRIC WORK TO BE IN ACCORDANCE W/ N.E.C. AND TO BE CERTIFIED BY THE BOARD OF FIRE UNDERWRITERS. 9. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE AND COMPLY WITH W/ NYS 2020 RESIDENTIAL BUILDING CODE GENERAL NOTES IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILE FOR AND OBTAIN ALL REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. 11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL OTHER APPLICABLE CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION OF THIS PROJECT. 12. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.I. CERTIFIED AND INSTALLED IN COMPLIANCE WITH WITH ALL APPLICABLE ELECTRICAL CODES. 13. ALL CONCRETE TO BE 3500 PSI. 28 DAY TEST. PROVIDE 1 2" INCH DIAMETER ANCHOR BOLTS SPACED A MAXIMUM OF 6'-0" O.C. ANCHOR BOLTS SHALL ALSO BE LOCATED WITHIN 12' FROM THE ENDS OF EACH PLATE SECTION EXCEPTION FOUNDATION ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT ANCHORAGE TO 1 2" INCH DIAMETER ANCHOR BOLTS. 14. NO CONSTRUCTION OR DEMOLITION SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 15. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERTIFICATES. 16. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE EXECUTION OF THIS WORK TO ITS ORIGINAL CONDITION. 18. THE DRAWINGS ARE NOT TO BE SCALED - FOLOW DIMENSIONS ONLY. 19. NO CHANGE WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND APPROVAL OF THE ARCHITECT/ENGINEER OF RECORD. 20. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. 21. DATE ISSUE C LR CROTON-ON-HUDSON, NEW YORK A R C H I T E C T 3 WINDSOR ROAD TEL (914) 330-1802 L E W I S C R O A N E LEWISROANEDESIGN@GMAIL.COM 7/22/2024 ISSUED FOR OWNER REVIEW IT IS A VIOLATION FOR ANY PERSON, UNLES HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESIONAL ENGINER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINER OR LAND SURVEYOR SHAL AFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION DRAWING NUMBER SCALE DATE DRAWING TITLE PROJECT NAME PROPOSED CARPORT FOR THE: POWCHIK RESIDENCE 17 GEORGIA LANE CROTON-ON-HUDSON NY 10520 GENERAL NOTES & DETAILS SCALE: N.T.S A-2 FASTENER SCHEDULE SCALE: N.T.S A-2 GENERAL NOTES A-2 4/16/2024 AS NOTED REVISION DATE ISSUE C LR CROTON-ON-HUDSON, NEW YORK A R C H I T E C T 3 WINDSOR ROAD TEL (914) 330-1802 L E W I S C R O A N E LEWISROANEDESIGN@GMAIL.COM 7/22/2024 ISSUED FOR OWNER REVIEW IT IS A VIOLATION FOR ANY PERSON, UNLES HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESIONAL ENGINER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINER OR LAND SURVEYOR SHAL AFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION DRAWING NUMBER SCALE DATE DRAWING TITLE PROJECT NAME PROPOSED CARPORT FOR THE: POWCHIK RESIDENCE 17 GEORGIA LANE CROTON-ON-HUDSON NY 10520 2X2 CONCRETE FOOTING W/ STONE VENEER 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 6X6 SUPPORT POST WITH CEDAR ENCLOSURE TO MATCH HOUSE (TYP 4) 27'-0" 25'-0" 23'-0" 21'-0" 2X2 FOOTING W/ STONE VENEER BEAM OVERHEAD BEAM OVERHEAD LINE OF COVERING LINE OF COVERING LINE OF COVERING LINE OF COVERING 27'-0" 25'-0" 25'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" FRONT REAR SIDE 27'-0" 25'-0" 25'-0" 1.5x14 LVL RAFTERS 16"O.C. 6" GUTTER & LEADERS 4'-0" 8'-0" 12'-0" 2'-0" 8'-0" 10'-0" STONE VENEER FOOTING 1'-0" 2'-0" 6X6 POST W/ CEDAR SIDING "WRAP" APPROX 12" X 12" 25'-0" 23'-0" 1'-0" 2'-0" CEDAR SIDING BRACING BRACING SIDE ELEVATION 12X12 TRELLIS 8'-0" 12'-0" 1'-0" 2'-0" 1'-0" 2'-0" STONE VENEER FOOTING FRONT ELEVATION TRELLIS AT BACK OF CARPORT (BEYOND) 1'-0" 2'-0" 1'-0" 2'-0" STONE VENEER FOOTING 6X6 POST REAR ELEVATION ROOF TO HIGH POINT BRACING CONSTRUCTION PLANS A-3 7/16/2024 AS NOTED REVISION DATE ISSUE C LR CROTON-ON-HUDSON, NEW YORK A R C H I T E C T 3 WINDSOR ROAD TEL (914) 330-1802 L E W I S C R O A N E LEWISROANEDESIGN@GMAIL.COM 7/22/2024 ISSUED FOR OWNER REVIEW IT IS A VIOLATION FOR ANY PERSON, UNLES HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESIONAL ENGINER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINER OR LAND SURVEYOR SHAL AFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION DRAWING NUMBER SCALE DATE DRAWING TITLE PROJECT NAME PROPOSED CARPORT FOR THE: POWCHIK RESIDENCE 17 GEORGIA LANE CROTON-ON-HUDSON NY 10520 4'-4" 8'-0" 12'-4" 2'-4" 8'-0" 10'-4" STONE VENEER FOOTING 3'-6" 25'-0 1/2" 23'-0" 1'-0" 2'-0" 4X6 BRACING 1.5X14- 2.0 LVL RIM SUPPORT AROUND PERIMETER 14" LVL RAFTER 16"O.C. MAX W/ 1 2" CDX SHEATHING, ICE SHIELD OVER ENTIRE ROOF & ASPHALT SHINGLES AS SELECTED BY HOMEOWNER 2X8 P.T. BRACING W/ (4) 5 8" DIA TIMBERTECK STRUCTURAL SCREWS EA. SIDE 2X2 CONC FOOTING TO 42" BELOW GRADE #4 REBAR 12"O.C VERT #4 REBAR @ EA. CORNER 3" 3 1/2" 1'-0" 2'-0" 3'-0" 1'-0" 3" PROVIDE BRICK TIES 12"O.C. HORZ & VERT STOVE VENEER CAP EXIST DRIVEWAY SURFACE TO REMAIN SAWCUT AROUND FOOTING AS REQ'D & REPAIR UPON COMPLETION OF PROJECT 3'-6" 1'-0" 2'-0" 3" 3 1/2" 1'-0" 2'-0" 3'-0" 1'-0" 3" STOVE VENEER CAP SIMPSON CCQ66SDS2.5 - STRUCTURE SCREWS TO COLUMN & BEAM SIMPSON HURRICANE STRAP H2.5A @ EA. RAFTER (2) 1.75X14 2.0 LVL HEADER W/ 3 4" STEEL PLATE. THROUGH BOLT (2) 1.75x14-2.0E LVL W/ 3 4" STEEL PLATE - THRU BOLT W/ 4" BOLT PER DETAIL 1.5x14-2.0E LVL PERIMETER RIM 1.5x14-2.0E LVL PERIMETER RIM (2) 1.75x14-2.0E LVL W/ 3 4" STEEL PLATE - THRU BOLT W/ 4" BOLT PER DETAIL 6" ALUM GUTTER & LEADERS CEDAR COL WRAP - SEE DETAIL PROVIDE (4) 5 8" STRUCTURAL SCREWS TOP & BOTTOM 3" 6" 3" 1'-0" 3" 6" 3" 1'-0" CEDAR TRIM TO MATCH CARPORT CEDAR SIDING TO MATCH CARPORT 2X BLOCKING AS REQ'D CEDAR LATTICE W/ 12X12 LATH CENTERS - SEE DETAIL 6X6 POST (2) 1.75X14-2.0 LVL BEAM W/ 3 4" STEEL - TO BE FULLY ADHERED & THROUGH BOLTED 4" BOLT W/ WASHERS EA SIDE IN EA BAY 1'-4" 1'-4" 1'-4" 4" 4" SIMPSON HURRICANE STRAP H2.5A @ EA. RAFTER 14" LVL RAFTER 16"O.C. MAX W/ 1 2" CDX SHEATHING, ICE SHIELD OVER ENTIRE ROOF & ASPHALT SHINGLES AS SELECTED BY HOMEOWNER 2" CDX SHEATHING, ICE SHIELD OVER ENTIRE ROOF & ASPHALT SHINGLES AS SELECTED BY HOMEOWNER 8'-0" VARRIES 1'-4" 1'-4" (2) 1.5X14-2.0E LVL EDGE RAFTER METAL DRIP EDGE 2X4 STUDS 16"O.C. 2X BLOCKING 4'-0"O.C. CEDAR TRIM TO MATCH HOUSE CEDAR SIDING TO MATCH HOUSE CEDAR SIDING TO MATCH HOUSE 6 1/2" 6 1/2" CLEAR CLEAR 2 GALV FASTENERS PER INTERSECTION 2"W X 1 4" CEDAR LATH @ 45 ° LATTICE 8 1/2" 8 1/2" DETAILS A-4 7/16/2024 AS NOTED REVISION DATE ISSUE C LR CROTON-ON-HUDSON, NEW YORK A R C H I T E C T 3 WINDSOR ROAD TEL (914) 330-1802 L E W I S C R O A N E LEWISROANEDESIGN@GMAIL.COM 7/22/2024 ISSUED FOR OWNER REVIEW IT IS A VIOLATION FOR ANY PERSON, UNLES HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESIONAL ENGINER OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ENGINER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINER OR LAND SURVEYOR SHAL AFIX TO THE ITEM HIS OR HER SEAL AND THE NOTATION "ALTERED BY" FOLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION DRAWING NUMBER SCALE DATE DRAWING TITLE PROJECT NAME PROPOSED CARPORT FOR THE: POWCHIK RESIDENCE 17 GEORGIA LANE CROTON-ON-HUDSON NY 10520