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HomeMy WebLinkAbout20260546 8 Newton Exterior Modifications PlansDESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26NA.28/.29 CLIMATE ZONE GLAZED VERTICAL FENESTRATION SHGC b, e c 5 6 .40 .40 NR 30 30 THE 2025 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. THE ENERGY CONSERVATION CODE WAS MET WITH THE COMPONENT METHOD AS SET FORTH IN TABLE 402.1.3. a VERTICAL FENESTRATION U-FACTOR SKYLIGHT U-FACTOR CEILING R-VALUE INSULATION ENTIRELY ABOVE ROOF DECK (CI) FLOOR R-VALUE BASEMENT WALL R-VALUE UNHEATED SLAB R-VALUE & DEPTH .27 .50 49 30 30 10 CI, 4' A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. B. "5 CI OR 13" MEANS R5 CONTINUOUS INSULATION (CI) ON THE INTERIOR OR EXTERIOR OF THE WALL OR R13 CAVITY INSULATION ON THE INTERIOR SIDE OF THE WALL. "15 CI OR 19 OR 13&5 CI" MEANS R15 CONTINUOUS INSULATION (CI) ON THE INTERIOR OR EXTERIOR SURFACE OF THE WALL; R 19 CAVITY INSULATION ON THE INTERIOR SIDE OF THE WALL; OR R13 CAVITY INSULATION ON THE INTERIOR OF THE WALL IN ADDITION TO R5 CONTINUOUS INSULATION WITH SECTION R402.2.10.1. C. SLAB INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH R402.2.10.1 D. RESERVED E. THE FIRST VALUE IS THE CAVITY INSULATION; THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13&5" MEANS R13 CAVITY INSULATION PLUS R5 CONTINUOUS INSULATION. F. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.6. THE SECOND R VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. G. A MAXIMUM U FACTOR OF 0.30 SHALL APPLY IN CLIMATE ZONES 5 & 6 TO VERTICAL FENESTRATION PRODUCTS INSTALLED IN BUILDINGS LOCATED EITHER: 1. ABOVE 4,000 FEET IN ELEVATION. 2. IN WINDBORNE DEBRIS REGIONS WHERE PROTECTION OF OPENINGS IS REQUIRED BY SECTION R301.2.1.2 OF THE RESIDENTIAL CODE OF NEW YORK STATE. H- "30 OR 19&7.5 CI OR 20" MEANS R30 CAVITY INSULATION ALONE OR R19 CAVITY INSULATION WITH R7,5 CONTINUOUS INSULATION OR R20 CONTINUOUS INSULATION ALONE. h .26/.23 NA NA 30 NA 4 AS DESIGNED WOOD FRAMED WALL R-VALUE, E 30 OR 20+5 CI OR 13+10 CI OR 0+20 CI 30 OR 20+5 CI OR 13+10 CI OR 0+20 CI .27 g .27 g .50 .50 49 49 30 OR 20+5 CI OR 13+10 CI OR 0+20 CI 13+10 CI 20+5 CI 30 30 15 CI OR 19 OR 13+5 CI 15 CI OR 19 OR 13+5 CI 15 CI OR 19 OR 13+5 CI 10 CI, 4' 10 CI, 4' NA c HEATED SLAB R-VALUE & DEPTH 10 CI, 4' & FULL SLAB 10 CI, 4' & FULL SLAB 10 CI, 4' & FULL SLAB NA b, e CRAWL SPACE WALL R-VALUE NA 15 CI OR 19 OR 13+5 CI 15 CI OR 19 OR 13+5 CI 15 CI OR 19 OR 13+5 CISECTION 402.2.1 CEILINGS WITH ATTIC SPACES.WHERE SECTION 402.1.3 REQUIRES R49 INSULATION IN THE CEILING OR ATTIC,INSTALLING R38 OVER 100% OF THE CEILING OR ATTIC AREA REQUIRING SHALLSATISFY THE REQUIREMENT FOR R49 INSULATION WHEREVER THE FULL HEIGHTOF UNCOMPRESSED R38 INSULATION EXTENDS OVER THE WALL TOP PLATE ATTHE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE INSULATION ANDFENESTRATION CRITERIA IN SECTION R402.1.2 AND THE COMPONENTPERFORMANCE ALTERNATIVE IN SECTION R402.1.5. SECTION 402.2.2 CEILINGS WITHOUT ATTICS. WHERE SECTION 402.1.3 REQUIRES GREATER THAN R38 INSULATION IN THEINTERSTITIAL SPACE ABOVE A CEILING AND BELOW THE STRUCTURAL ROOFDECK, AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION, THE MINIMUM REQUIREDINSULATION R- VALUE FOR SUCH ROOF/CEILING ASSEMBLIES SHALL BE R38. INSULATION SHALL EXTEND OVER THE TOP PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. THIS REDUCTION OFINSULATION FROM THE REQUIREMENTS OF SECTION 402.1.3 SHALL BE LIMITEDTO 500 SQUARE FEET OR 20% OF THE TOTAL INSULATED CEILING AREA, WHICHEVER IS LESS. THIS REDUCTION SHALL NOT APPLY TO THE COMPONENTPERFORMANCE ALTERNATIVE IN SECTION R402.1.5. A CUSTOM DESIGNEDA CUSTOM DESIGNED LEVEL 2 ALTERATION/LEVEL 2 ALTERATION/ RENOVATION FOR:RENOVATION FOR: J E NHAYE S 021626021626 JCB/DWJCB/DW 101 MEASURE NUMBER TABLE R408.2-CREDITS FOR ADDITIONAL ENERGY EFFICIENCY MEASURE DESCRIPTION TOTALCLIMATE ZONE 5 CREDITS R408.2.4(2)c 100% OF DUCT SYSTEMS IN CONDITIONED SPACE 9 R408.2.1.2(1)U-FACTOR AND SHGC FOR VERTICAL FENESTRATION PER TABLE R408.2.1.2 1 10 J A C KHAYES& J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y SECOND FLOOR DECK & STAIRS TO BE REMOVED EXISTING 2 STORY HOUSE EXISTING GARAGE TO REMAIN EXISTING PORCH/ STOOP TO BE REMAIN EXISTING DRIVEWAY EXISTING PORCH/ STOOP TO BE REMOVED NEW DECK/STOOP NEW DECK/STOOP N PARCEL INFO SITE REQUIREMENTS AREA REQUIRED MIN. LOT SIZE, SQFT MIN. LOT WIDTH, ' MAXIMUM BUILDING COVER, % MAXIMUM IMPERVIOUS COVER, % MAXIMUM HEIGHT, ' OWNER: JOHN & JEN HAYES TAX MAP ID: 165.65-1-9 ZONING: UR-2 (URBAN RESIDENTIAL-2) AREA: 9,000 +/- SQFT SETBACK REQUIREMENTS AREA REQUIRED, 'EXISTING, 'PROPOSED, '+/- FRONT SIDE TOTAL SIDE REAR 10 8 20 25 7.5 2.5 37 1.7 7.5 2.5 37 1.7 6,600 60' 40 70 40 SITE DEVELOPMENT DATA SITE AREA: 9,000 SQFT EXISTING IMPERVIOUS AREA, SF CHANGE IN IMPERVIOUS AREA, SF PROPOSED IMPERVIOUS AREA, SF BUILDING DRIVEWAY, WALKS, PATIO TOTAL IMPERVIOUS PERCENT IMPERVIOUS PERMEABILITY 2,350 1,314 3,664 40.7% 59.3% -110 4 2,240 1,318 1053,559 39.2% 60.8% VARIANCE/RELIEF NO NO NO NO DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 10 SURVEY INFORMATION OBTAINED FROM A MAP PREPARED BY THOMPSON/FLEMING LAND SURVEYORS, P.C. JOB NUMBER S21-157.17 DATED NOVEMBER 15, 2021. SITE PLAN SCALE: 1"=10' 2 SITE LOCATION VICINITY MAP LOCATION MAP SITE LOCATION J E N H AY E S J A CK H AY E S & RELIEF, DIMENSIONS 072026 N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y SCALE: 1/4"=1'-0" FRONT ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE 6" METAL LAP SIDING 12" TRIM BOARD 6" WINDOW TRIM 12" SKIRT BOARD THIN VENEER STONE 10" FRIEZE BOARD SCALE: 1/4"=1'-0" RIGHT SIDE ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE 6" METAL LAP SIDING 6" WINDOW TRIM 12" SKIRT BOARD 10" FRIEZE BOARD DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 103 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y SCALE: 1/4"=1'-0" REAR ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE 6" METAL LAP SIDING 12" TRIM BOARD 6" WINDOW TRIM 12" SKIRT BOARD 10" FRIEZE BOARD SCALE: 1/4"=1'-0" LEFT SIDE ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE 6" METAL LAP SIDING 6" WINDOW TRIM 12" SKIRT BOARD THIN VENEER STONE 10" FRIEZE BOARD EXISTING PORCH ROOF REPLACE PORCH POST EXISTING PORCH STRUCTURE TO REMAIN DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 104 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y DN UP 7'-0"14'-5"15'-9"12'-0"14'-11"3'-8" 7'-0"16'-0"14'-5"24'-10"1'-10"3'-8" 11'-11"13'-6 1/2"15'-4 1/2"13'-11 1/2" 11'-3 1/2" 8'-2" 14'-6 3/8" 5'-0" 2'-5 5/8" 4'-0" 4'-0" 10'-10" 4'-0" 9'-4" 6'-0" 13'-4" 7'-3 1/2" 13'-4" 18'-5" 8'-5" 11'-1"11'-11"3'-0" 14'-5" 10'-6 1/2" 67'-9" 34'-2" 34'-2" 67'-9" SITTINGLIVING DINING BED- ROOM #1 BED- ROOM #2 WIC SUNROOM BATH LAUND DECK ABOVE TOBE REMOVED PORCH PORCH SCALE: 3/16"=1'-0" EXISTING FIRST FLOOR PLAN PANTRY PANTRY ROOF BELOW TO BEREMOVED STRUCTURE TO REMAIN POSTS TO BE REPLACED EXISTING STRUCTURE TO REMAIN WINDOWS TO BE REMOVED & LEFT OPEN DN DN 11'-10"42'-8" 6'-8" 3'-10" 15'-8" 26'-2" 54'-6" 11'-10"16'-3 1/2"26'-4 1/2" 54'-6" 22'-0" 4'-2" 26'-2" BED- ROOM #3 BED- ROOM #4 BATH STUDIO ROOF BELOW ROOF BELOW DECK SCALE: 3/16"=1'-0" EXISTING SECOND FLOOR PLAN ROOF BELOW ROOF BELOW TO BE REMOVED - NEW CONSTRUCTION - EXISTING CONSTRUCTION - TO BE DEMOLISHED 3060 UP 7'-0"14'-5"15'-9"12'-0"14'-11" 64'-1" 1'-10"24'-10"14'-5"16'-0"7'-0" 64'-1" 4'-0" 22'-0" 8'-2" 34'-2" 6'-0" 9'-4" 4'-0" 10'-10" 4'-0" 34'-2" SCALE: 3/16"=1'-0" EXISTING FOUNDATION PLAN PORCHABOVE EXISTING 3x10 JOISTS ABOVE @ 16" O.C. EXISTING 3x10 JOISTS ABOVE @ 16" O.C. CRAWL SPACE EXISTING 31 3/4"x7 1/2" JOISTS ABOVE @ 16" O.C. CRAWL SPACE EXISTING 31 3/4"x7 1/2" JOISTS ABOVE @ 24" O.C. EXISTING 31 3/ 4"x7 1/2" JOISTS ABOVE @ 16" O.C. CRAWL SPACE BASEMENT CRAWL SPACE R30 INSULATION IN FLOOR DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 105 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y UP 7'-0"14'-5"15'-9"12'-0"14'-11"3'-8" 3'-8"1'-10"24'-10"14'-5"16'-0"7'-0" 4'-0" 22'-0" 8'-2" 34'-2" 6'-0" 9'-4" 4'-0" 10'-10" 4'-0" 34'-2" 3'-4" 2'-8" 67'-9" 67'-9" SCALE: 1/4"=1'-0" PROPOSED FOUNDATION PLAN BASEMENT EXISTING 3x10 JOISTS ABOVE @ 16" O.C. EXISTING 3x10 JOISTS ABOVE @ 16" O.C. CRAWL SPACE EXISTING 31 3/4"x7 1/2" JOISTS ABOVE @ 16" O.C. CRAWL SPACE EXISTING 31 3/4"x7 1/2" JOISTS ABOVE @ 24" O.C. PORCH ABOVE TREATED STOOP ABOVE TREATED STOOP ABOVE EXISTING 31 3/ 4"x7 1/2" JOISTS ABOVE @ 16" O.C. CRAWL SPACE CRAWL SPACE STONE FOUNDATION WALL. CONTRACTOR TO REPAIR/ POINT ANY LOOSE MORTARON THE EXTERIOR &INTERIOR OF THE WALLS. STONE FOUNDATION WALL. CONTRACTOR TO REPAIR/POINT ANY LOOSE MORTARON THE EXTERIOR &INTERIOR OF THE WALLS. A 9 A 9 B 9 B 9 B 9 B 9 - NEW CONSTRUCTION - EXISTING CONSTRUCTION - TO BE DEMOLISHED DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 106 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y DN 2040TEMPERED 3050-2 50684668 2040 THERMA TRU980HD-3068 THERMA TRU TS118-3068 3068 2630-2 3050 3050 3050 3050-3 THERMA TRU S92-3068 THERMA TRU TS118-2868 8068 10068 60611R 2668 2668 2668 2468 5068 5068 3668DN DN DN UP INTERCONNECTED SMOKE DETECTOR& CO DETECTORINTERCONNECTED SMOKE DETECTOR PRESUMED JOIST DIRECTION INTERCONNECTEDSMOKE DETECTOR& CO DETECTOR 7'-0"14'-5"15'-9"12'-0"14'-11"3'-8" 7'-0"16'-0"14'-5"24'-10"1'-10"3'-8" 4'-0" 3'-6" 8'-2" 22'-0" 4'-0" 4'-0" 10'-10" 4'-0" 9'-4" 3'-4" 2'-8" 7'-3 1/2" 13'-4" 18'-5" 8'-5" 3'-5" 12'-11 1/2" 12'-0" 34'-2" 34'-2" 3'-6"3'-5" 15'-4 1/2" 3'-4" 4'-0"5'-8" 13'-1" 9'-10"2'-2"6'-5 1/2"9'-3 1/2" 2'-0" 4'-10"2'-2" 5'-2"1'-10"6'-6"9'-6"2'-0 3/4"4'-6"4'-6"3'-4 1/4" 11'-0" 3'-6 1/2" 7'-1 1/2" 9'-10 1/2" 5'-0" 12'-1 1/2"6'-5"7'-4 1/2" 2'-3" 3'-10 1/2" 1'-8" 5'-10 1/4" 5'-10 1/4" 4'-0" 67'-9" 67'-9" 4'-0"3'-0" LIVING DINING OFFICE/ GUEST RM PORCH BATH MUD/ LAUND SCALE: 1/4"=1'-0" PROPOSED FIRST FLOOR PLAN BROOM KITCHEN STOOP WALLOVENS DW REF PORCH ROOF BELOW FOYER FIREPLACE PANTRY STOOP ISLAND VENT BATH TOOUTSIDE WITHTIMER 2x6 ELECTRICFIREPLACE TEMPERED A 9 A 9 COOKTOP & HOOD NEW GUARD SHOWER 2-2x10HEADER 2-2x10 HEADER 2-2x10HEADER2-2x10HEADER 2-2x10HEADER 2-2x10 HEADER 2-2x10 HEADER2-2x10 HEADER2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-1 3/4"x9 1/2" L.V.L. HEADER 2-2x10 HEADER PRESUMED JOIST DIRECTION SISTER 2x8 JOISTS TO EXISTING JOISTS THIS ROOM & CLOSET ONLY NEW BEARING WALL OLD BEARINGWALL LOCATION B 9 B 9 48" HIGH CAPPED WALL GLASS ABOVEGLASS DOOR EXISTING STRUCTURE TO REMAINWINDOWS TO BE REMOVED & LEFT OPEN B 9 B 9 STACK W/D COAT HOOKS SHOE BENCH - NEW CONSTRUCTION - EXISTING CONSTRUCTION - TO BE DEMOLISHED DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 107 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y DN 3650 TEMPERED2040 2668 2668 2668 2668 26682668 304030503050 3050 3050 3050 2668 4068 4068 2668 2668 INTERCONNECTED SMOKE DETECTOR INTERCONNECTED SMOKE DETECTOR INTERCONNECTED SMOKE DETECTOR INTERCONNECTEDSMOKE DETECTOR & CO DETECTOR 22"x30"ATTICACCESS 22"x30" ATTICACCESSACCESS 42'-8" 26'-2" 16'-3 1/2"26'-4 1/2" 22'-0" 4'-2" 26'-2" 2'-0"12'-1 1/2"11'-2 1/2" 13'-4"10'-2" 14'-2" 5'-0" 15'-4 1/2"7'-11" 5'-6" 7'-3 1/2" 4'-0"11'-4 1/2" 42'-8" 7'-9"8'-6 1/2"6'-0 3/4"20'-3 3/4" 2'-11 1/2"10'-4 1/2"6'-11"22'-5" 5'-0" 6'-10 1/2" 6'-0" 4'-1 1/2" 5'-5" 5'-4 1/2" 6'-6" 3'-10" 5'-0"3'-0 1/2"3'-6" 3'-7"13'-10" 11'-9"3'-4" 16" 3'-4 1/2" 3'-0"3'-4" BED- ROOM #3 BED- ROOM #2 BATH ROOF BELOW ROOF BELOW SCALE: 1/4"=1'-0" PROPOSED SECOND FLOOR PLAN MASTER BEDROOM DN CHASE LINEN WIC SHOWER BATH ROOF BELOW NEW GUARD STORAGE TEMPERED TEMPERED VENT BATH TOOUTSIDE WITH TIMER VENT BATHTO OUTSIDEWITH TIMER TEMPERED 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10HEADER ROOFBELOW A 9 A 9 B 9 B 9 B 9 B 9 - NEW CONSTRUCTION - EXISTING CONSTRUCTION - TO BE DEMOLISHED CONTRACTOR/OWNER TO VERIFY ALL WINDOW & DOORS PRIOR TOORDERING. WINDOWS MUST HAVE CHILD PROOF LOCKS TO PREVENT WINDOWSFROM OPENING MORE THAN 4" WHEN WINDOW SILL IS LESS THAN 24"ABOVE FINISHED FLOOR AND/OR 72" ABOVE THE OUTSIDE GRADE. A BASEMENT EGRESS WINDOW MUST BE PROVIDED WHEN HEADROOMIS GREATER THAN 6'-4". WINDOWS MUST MEET A MINIMUM U-VALUE OF .27 SERIES/ MODEL # NOTES *ALL WINDOWS & DOORS TO HAVE LOW E ARGON FILLED GLASS WIDTH WINDOW & DOOR SCHEDULE MANUFACTURER PLANUNIT NO.STYLE ROUGH OPENING SQ. FT.GLASS/VIS.LIGHT SQ. FT. VENT SQ. FT.CLEAROPENINGEGRESS CLEAR OPENING/ EGRESS QTY.U-VALUE WIDTH HEIGHT NATURAL LIGHT AND VENTILATION REQUIREMENTS W/ EGRESS HABITABLE ROOM AREASQ. FT.8% LIGHT HEIGHT REQ.ACT. 4% VENT EGRESS REQ.REQ.ACT.ACT. MECH=MECHANICAL LOCATION SHGC ANDERSENANDERSENANDERSENANDERSEN ANDERSENANDERSENANDERSEN ANDERSENANDERSENANDERSEN THERMA TRUTHERMA TRUTHERMA TRU THERMA TRU 2040 304030503050-23050-3 36502630-21626 202660611RTS118-2868 TS118-3068980HD-3068S92-3068 100 100100100100 100100100 100100 TRADITIONS STEEL TRADITIONS STEEL PROFILES SMOOTH STAR SH SHSHSHSH SHCMTFIX FIXSGDHNG HNGHNGHNG 2'-0" 3'-0"3'-0"6'-0"9'-0" 3'-6"5'-0"1'-6" 2'-0"6'-0"34 1/2" 38 1/2"38 1/2"38 1/2" 4'-0" 4'-0"5'-0"5'-0"5'-0" 5'-0"3'-0"2'-6" 2'-6"6'-11"82 1/2" 82 1/2"82 1/2"82 1/2" 4.68 7.9410.3820.7631.14 12.519.451.82 2.7932.588.3 10.0~~ 2.78 4.455.7911.5817.37 6.879.86~ ~16.16~ ~~~ 2.78 4.455.795.795.79 6.873.60~ ~16.1613.5 15.7~~ 20" 32"32"32"32" 38"17 3/8"~ ~29 1/2"~ ~~~ 20 1/16" 20 1/16"26 1/16"26 1/16"26 1/16" 26 1/16"29 13/16"~ ~78 7/8"~ ~~~ 3 1811 111 111 111 FF BATH, MUD/LAUND, MASTER BATH MASTER BEDROOM HALLDINING, M. BED, BED. RM #3, STORAGEOFFICE/GUESTLIVING BEDROOM #2KITCHENATTIC ATTICLIVINGDINING KITCHENMUD/LAUNDFOYER .26 .26.26.26.26 .26.24.23 .23.26.25 .25.25.24 .28 .28.28.28.28 .28.25.29 .29.32.17 .17.11.11 LOW E W/ HEATLOCK GLASS, TEMPERED LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS TRIPLE PANE LOW E GLASS TRIPLE PANE LOW E GLASS LIVINGDINING KITCHENOFFICE/GUEST RMMASTER BEDROOM BEDROOM #2BEDROOM #3 328197 241155229 133148 26.2415.76 19.2812.418.32 10.6411.84 31.1431.14 19.4520.7628.7 12.5120.76 13.177.88 9.646.29.16 5.325.92 17.3717.37 9.8611.5816.03 6.8711.58 ~~ ~5.75.7 5.75.7 5.795.79 15.75.795.79 6.875.79 TRIPLE PANE LOW E GLASS TRIPLE PANE LOW E GLASS DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 108 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y 11'-2 1/2"2'-0" GRADE 10" DIA. CONCRETE FILLED TUBE R19 INSULATION BLANKET-BASEMENT AND CRAWL SPACESSF22 CONCRETE FILLED SQUARE FOOT LIVING BED- ROOM #3 BASEMENT EXISTING WALL-FILL CAVITY R132" R10 RIGID INSULATIONMETAL SIDING SCALE: 1/4"=1'-0" SECTION A EXISTING WALL-FILL CAVITY R132" R10 RIGID INSULATION METAL SIDING R49 INSULATION CLBED- ROOM #2 AIR BARRIER, AIR SEALING CRITERIA Table R402.5.1.1 AIR BARRIER, AIR SEALING AN INSULATION INSTALLATION COMPONENT A CONTINUOUS AIR BARRIER SHALL BEINSTALLED IN THE BUILDING ENVELOPE. BREAKS OR JOINTS IN THE AIR BARRIER SHALLBE SEALED. GENERALREQUIREMENTS AIR-PERMEABLE INSULATION SHALL NOT BE USED AS ASEALING MATERIAL. CEILING/ATTIC AN AIR BARRIER SHALL BE INSTALLED IN ANY DROPPED CEILING OR SOFFIT TO SEPARATE ITFROM UNCONDITIONED SPACE. ACCESS OPENINGS, DROP DOWN STAIRS. OR KNEE WALL DOORS TO UNCONDITIONED ATTICSPACES SHALL BE SEALED WITH GASKETINGMATERIALS THAT ALLOW FOR REPEATED ENTRANCE OVER TIME. WALLS THE JUNCTION IN FOUNDATION IN SILL PLATESHALL BE SEALED. THE JUNCTION OF THE TOP PLATE AND THE TOPEXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL BE SEALED. CAVITIES WITHIN CORNERS AND HEADERS OF FRAMEWALLS SHALL BE INSULTED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE,R-VALUE, OF NOT LESS THAN R-3 PER INCH.EXTERIOR BUILDING THERMAL ENVELOPE INSULATION FORFRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIRBARRIER. WINDOWS, SKYLIGHTS, ANDDOORS THE ROUGH OPENING GAP BETWEEN FRAMING AND THE FRAMES OF SKYLIGHTS, WINDOWS ANDDOORS, SHALL BE SEALED IN ACCORDANCEWITH FENESTRATION MANUFACTURER'S INSTRUCTIONS. RIM JOISTS SHALL BE INSULATED SO THAT THE INSULATIONMAINTAINS PERMANENT CONTACT WITH THE EXTERIOR RIMBOARD. RIM JOISTS SHALL INCLUDE AN AIR BARRIER. THE JUNCTIONS OF THE RIM BOARD TO THESILL LATE AND THE RIM BOARD AND THESUBFLOOR SHALL BE AIR SEALED. RIM JOISTS FLOOR INSULATION SHALL BE INSTALLED IN ACCORDANCEWITH THE REQUIREMENTS OF SECTION R402.2.8FLOOR FRAMING MEMBERS THAT ARE PART OF THE BUILDING THERMAL ENVELOPE SHALL BEAIR SEALED TO MAINTAIN A CONTINUOUS AIRBARRIER. AIR PERMEABLE FLOOR CAVITY INSULATIONSHALL BE ENCLOSED. FLOORS, INCLUDINGCANTILEVERED FLOORS ANDFLOORS ABOVEGARAGES CRAWL SPACE INSULATION , WHERE PROVIDED INSTEAD OFFLOOR INSULATION, SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R402.2.11.CONDITIONED BASEMENT FOUNDATION WALL INSULATIONSHALL BE INSTALLED IN ACCORDANCE WITH SECTION R402.2.9.1.SLAB-ON-GRADE FLOOR INSULATION SHALL BE INSTALLEDIN ACCORDANCE WITH SECTION R402.2.10. EXPOSED EARTH IN CRAWL SPACES SHALL BE COVERED WITH A CLASS I VAPOR RETARDER/AIR BARRIER IN ACCORDANCE WITH SECTIONR402.2.11. PENETRATIONS THROUGH CONCRETEFOUNDATION WALLS AND SLABS SHALL BE AIRSEALED.CLASS I VAPOR RETARDERS SHALL NOT BE USED AS AN AIR BARRIER ON BELOW-GRADEWALLS AND SHALL BE INSTALLED INACCORDANCE WITH SECTION R702.7 OF THE RESIDENTIAL CODE OF NEW YORK STATE. BASEMENT, CRAWLSPACE AND SLAB FOUNDATIONS SHAFTS,PENETRATIONS DUCT AND FLUE SHAFTS TO EXTERIOR ORUNCONDITIONED SPACE SHALL BE SEALED.UTILITY PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR OTHERWISESEALED AND SHALL ALLOW FOR EXPANSION,CONTRACTION OF MATERIALS AND MECHANICALVIBRATION. NARROW CAVITIES BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL BECUT TO FIT OR NARROW CAVITIES SHALL BE FILLED WITHINSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. GARAGESEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THEGARAGE AND CONDITIONED SPACES. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE AIR SEALED INACCORDANCE WITH SECTION R402.5.4. RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE AIRTIGHT AND IC RATED,AND SHALL BE BURIED IN OR SURROUNDED WITHINSULATION. PLUMBING, WIRING OROTHEROBSTRUCTIONS INSULATION SHALL BE INSTALLED TO FILL THE AVAILABLESPACE AND SURROUND WIRING, PLUMBING, OR OTHER OBSTRUCTIONS, UNLESS THE REQUIRED R-VALUE CAN BEMET BY INSTALLING INSULATION AND AIR BARRIERSYSTEMS COMPLETELY TO THE EXTERIOR SIDE OF THEOBSTRUCTIONS. SHOWERS, TUBS ANDFIREPLACES ADJACENT TO THEBUILDING THERMALENVELOPE AN AIR BARRIER SHALL SEPARATE INSULATIONIN THE BUILDING THERMAL ENVELOPE FROM THESHOWER, TUB OR FIREPLACE ASSEMBLIES. EXTERIOR FRAMED WALLS ADJACENT TO SHOWERS, TUBSAND FIREPLACES SHALL BE INSULATED. ELECTRICAL COMMUNICATION ANDOTHER EQUIPMENTBOXES, HOUSINGSAND ENCLOSURES BOXES, HOUSING AND ENCLOSURES THATPENETRATE THE AIR BARRIER SHALL NECAULKED, TAPED, GASKETED OR OTHERWISE SEALED TO THE AIR BARRIER ELEMENT BEINGPENETRATED.ALL CONCEALED OPENINGS INTO THE BOX,HOUSING OR ENCLOSURE SHALL BE SEALED. ALTERNATIVELY, AIR-SEALED BOXES SHALL BEINSTALLED IN ACCORDANCE WITH SECTIONR402.5.5. HVAC REGISTEREDBOOTS HVAC SUPPLY AND RETURN REGISTER BOOTSSHALL BE SEALED TO THE SUBFLOOR, WALL COVERING OR CEILING PENETRATED BY THEBOOT. CONCEALEDSPRINKLERS WHEN REQUIRED TO BE SEALED, CONCEALEDFIRE SPRINKLERS SHALL ONLY BE SEALED IN AMANOR THAT IN RECOMMENDED BY THEMANUFACTURER. CALKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDSBETWEEN FIRE SPRINKLER COVER PLATES ANDWALLS OR CEILINGS. INSULATION INSTALLATION CRITERIA THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BEALIGNED WITH THE AIR BARRIER. ACCESS HATCHES ANDDOORS SHALL BE INSTALLED AND INSULATED INACCORDANCE WITH SECTION R402.2.5. EAVE BAFFLES SHALL BE INSTALLED IN ACCORDANCE WITHSECTION R402.2.4. KNEE WALL KNEE WALLS SHALL HAVE AN AIR BARRIERBETWEEN CONDITIONED AND UNCONDITIONED SPACE INSULATION INSTALLED IN A KNEE WALL ASSEMBLY SHALLBE INSTALLED IN ACCORDANCE WITH SECTION R402.2.3. AIR-PERMEABLE INSULATION SHALL BE ENCLOSED INSIDEAN AIR BARRIER ASSEMBLY. INSULATION SHALL NOT BE REQUIRED IN THE ROUGH OPENING GAP EXCEPT AS REQUIRED BY THE FENESTRATIONMANUFACTURER'S INSTRUCTIONS. b INSULATION SHALL BE FITTED TIGHTLY AROUND UTILITIESPASSING THROUGH SHAFTS AND PENETRATIONS IN THEBUILDING THERMAL ENVELOPE TO MAINTAIN REQUIRED R- VALUE. NARROW CAVITIES OF 1 INCH OR LESS THATARE NOT ABLE TO BE INSULATED SHALL BE AIRSEALED. INSULATED PORTIONS OF THE GARAGE SEPARATIONASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITHSECTIONS R303 AND R402.2.8. ALL HOLES CREATED BY WIRING, PLUMBING OROTHER OBSTRUCTIONS IN THE AIR BARRIERASSEMBLY SHALL BE AIR SEALED. BOXES, HOUSING AND ENCLOSURES SHALL BE BURIED IN ORSURROUNDED BY INSULATION. HVAC SUPPLY AND RETURN REGISTER BOOTS LOCATEDWITHIN A BUILDING THERMAL ENVELOPE ASSEMBLY SHALL BE BURIED IN OR SURROUNDED BY INSULATION. COMMON WALLS ORDOUBLE WALLSSEPARATING ATTACHED SINGLE-FAMILY DWELLINGSOR TOWNHOUSES AN INTERIOR AIR BARRIER SHALL BE PROVIDED. aIR SEAMING AT THE INTERSECTIONS WITHBUILDING THERMAL ENVELOPE SHALL BE PROVIDED.WHERE INSTALLED IN A FIRE-RESISTANCE-RATED WALL ASSEMBLY, AIR SEALING MATERIALS SHALL COMPLY WITH ONE OF THEFOLLOWING:1. BE IN ACCORDANCE WITH AN APPROVED DESIGN FOR THE FIRE-RESISTANCE-RATES ASSEMBLY.2. BE SUPPORTED BY APPROVED DATA THAT SHOWS THE ASSEMBLY AS INSTALLED COMPLIES WITH THE REQUIRED FIRE- RESISTANCE RATING. INSULATION MATERIALS RECOGNIZED IN THE APPROVEDCOMMON WALL OR DOUBLE-WALL DESIGN AND INSTALLEDIN ACCORDANCE WITH THE APPROVED DESIGN SHALL BE PERMITTED TO BE USED. a. INSPECTION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC 400.b. INSULATION FULL ENCLOSURE IS NOT REQUIRED IN UNCONDITIONED/VENTILATED ATTIC SPACES AND AT RIM JOISTS. 2"1'-6"1'-6"1'-6" 2" 2" LEDGER BOARD BOLT PATTERN 1/2" DIA.x 3 1/2"LAG BOLTS FLASHINGDECKINGDECK JOIST2 LEDGER & HANGERS@ JOIST SPACING 1/2" DIA.x 3 1/2" LAG BOLTSSEE PATTERN DETAILSIMPSON DTT1Z HOLD DOWNSEVENLY SPACED & 1 WITHIN 24" FROM END OF LEDGER DECK DETAIL SCALE:1/2"=1'-0" DECK DETAILS 12'-0" 26'-2" 12'-11 1/2" 17'-10"7'-1 1/2" OFFICE/ GUEST ROOM MASTER BEDROOM BASEMENT SCALE: 1/4"=1'-0" SECTION B ASSUMEDFLOOR JOIST LAP BEARING WALL TOBE REMOVED NEW 2x4 BEARINGWALL EXISTING FLOORASSEMBLY SISTER 2x8 JOISTS TOEXISTING JOISTS THIS ROOM & SERVINGCLOSET ONLY EXISTING FLOORASSEMBLY BATH GRADE 10" DIA. CONCRETE FILLED TUBER19 INSULATION BLANKET-BASEMENT AND CRAWL SPACESSF22 CONCRETE FILLED SQUARE FOOT EXISTING WALL-FILL CAVITY R132" R10 RIGID INSULATIONMETAL SIDING R49 INSULATION EXISTING WALL-FILL CAVITY R132" R10 RIGID INSULATIONMETAL SIDING DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 109 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y GROUND SNOW LOAD (#) DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: PORCH,WET BAR, ROOFINGPORCH,WET BAR, ROOFING 08/18/2608/18/26 ADDRESS:ADDRESS: SEAL:SEAL: 8 NEWTON AVE8 NEWTON AVE SARATOGA SPRINGSSARATOGA SPRINGS NEW YORKNEW YORK COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS.COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMSALL RIGHTS RESERVED, ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEDESIGNERS' PLANS HAVE BEEN REGISTERED WITH THE UNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS ANUNITED STATES COPYRIGHT OFFICE, THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED,INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTIONREPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS &WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS ORWILLIAMS DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEWADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145 SECTIONYORK STATE EDUCATION LAW, ARTICLE 145 SECTION 7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT7209. DO NOT SCALE THESE DRAWINGS. THEY MAY NOT BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN.BE TO EXACT SCALE. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL CONSULT ALLOWNER AND CONTRACTOR SHALL CONSULT ALL APPLICABLE BUILDING CODES TO ENSURE THAT PLANSAPPLICABLE BUILDING CODES TO ENSURE THAT PLANS AND DETAILS CONFORM TO ALL REQUIREMENTS. THEYAND DETAILS CONFORM TO ALL REQUIREMENTS. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDINGSHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS &WITH CONSTRUCTION AND SHALL NOTIFY WILLIAMS & WILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFOREWILLIAMS DESIGNERS OF ANY DISCREPANCIES BEFORE WORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERSWORK IS PERFORMED. WILLIAMS & WILLIAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONALSHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROMCOSTS OR STRUCTURAL PROBLEMS RESULTING FROM FAILURE TO FOLLOW THESE PLANS AND DETAILS.FAILURE TO FOLLOW THESE PLANS AND DETAILS. TO THE BEST OF OUR KNOWLEDGE, BELIEF, &TO THE BEST OF OUR KNOWLEDGE, BELIEF, & PROFESSIONAL JUDGEMENT, SUCH PLANS &PROFESSIONAL JUDGEMENT, SUCH PLANS & SPECIFICATIONS ARE IN COMPLIANCE WITH THE SPECIFICATIONS ARE IN COMPLIANCE WITH THE 20252025 RESIDENTIAL BUILDING CODE OF NEW YORK STATE &RESIDENTIAL BUILDING CODE OF NEW YORK STATE & 2025 ENERGY CONSERVATION CODE NEW YORK STATE.2025 ENERGY CONSERVATION CODE NEW YORK STATE. NO TOPOGRAPHIC EFFECTS SPECIAL WIND REGION WIND-BOURNE DEBRIS ZONE EXTERIOR GRADE 1-GRADE SHALL DROP 6" IN FIRST 10' RUN FROM ALL SIDES OF HOUSE WOOD/FRAMING LUMBER GRADES ARE AS FOLLOWS: 1 -PURLINS, BEAMS, AND STRINGERS........#2 SPF OR BETTER 2 -JOISTS AND RAFTERS..............................#2 SPF OR BETTER 3 -STUDS............................................................#2 SPF OR BETTER 4 -BLOCKING AND BRIDGING.......................#2 SPF OR BETTER 5 -PLATES, SILLS CONTACTING CONCRETE......PRESSURE TREATED SPF OR BETTER 6 -POSTS AND BEAMS...................................#2 SPF OR BETTER 7 -2x6 T&G DECKING......................................DECKING GRADE 8 -ALL JOISTS FRAMING INTO THE SIDE OF A SUPPORTING MEMBER (NO BEARING ON) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR EQUAL. ANCHOR EACH RAFTER AND/OR BOTTOM CHORD OF TRUSS TO TOP PLATES AT OUTSIDE WALLS WITH SIMPSON H1 OR H2.5 TIES. 9 -ALL BOLT HEADS BEARING ON WOOD, TO BE PROVIDED WITH STANDARD CUT WASHERS. 10-HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2x10 UNLESS OTHERWISE NOTED. 11-ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. UNLESS OTHERWISE NOTED. 12-PROVIDE SOLID BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. 13-HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER SIDE OF WASTE DRAINS AT TUB, SHOWER, AND TOILET. 14-DOUBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AN BATHTUBS. BLOCKING: 16" O.C. ON BEARING WALL 32" O.C. ON NON-BEARING WALLS 15-NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS: A-NOTCHES IN SOLID LUMBER SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE MEMBER, SHALL NOT BE LONGER THAN 1/3 OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. B-NOTCHES AT THE END OF THE MEMBER SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. C-THE DIAMETER OF THE HOLES BORED OR CUT INTO MEMBER SHALL NOT EXCEED 1/3 THE DEPTH OF THE MEMBER. D-HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER. E-WHERE THE MEMBER IS ALSO NOTCHED, THE HOLE SHALL NOT BE CLOSER THAN 2" TO THE NOTCH. 16-DOUBLE JACKS STUDS AT EACH SIDE OF OPENING GREATER THAN 6'. FLOOR, ROOF, WALL SHEATHING 1- FLOOR- ¾" T&G O.S.B. (ORIENTED STRAND BOARD) 2- ROOF- ½" O.S.B. (ORIENTED STRAND BOARD) 3- WALL- 7/16" O.S.B. (ORIENTED STRAND BOARD) INSULATION (UNLESS OTHERWISE NOTED) 1- CEILING WITH ATTIC SPACE.............................12" THICK R38 KRAFT FACED 2- SLOPED CEILING WITHOUT ATTIC SPACE....10¼" THICK R38C KRAFT FACED 3- EXTERIOR WALLS...............................................5 1/2" THICK R21 KRAFT FACED/POLY 4- FLOOR...................................................................9" THICK R30 KRAFT FACED 5- BASEMENT WALLS.............................................5 1/2" THICK R21 POLY NOTE: ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE WINTER WARM SIDE. CONTRACTOR SHALL MAKE THE INSULATION INSPECTION. UPON SATISFACTION, CONTRACTOR WILL POST THE ENERGY CODE CERTIFICATION ON THE ELECTRICAL PANEL BOX. MISCELLANEOUS 1 -EXHAUST ALL FANS/VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR EXCHANGES PER HOUR. MINIMUM CAPACITY IS 50 CFM. 2 -I.C. LABELED RECESSED LIGHTS REQUIRED IN INSULATED CEILINGS. 3 -SMOKE DETECTORS TO BE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. INTERCONNECTED FOR SIMULTANEOUS OPERATION AND HAVE BATTERY BACKUP. MINIMUM LOCATIONS: A- ONE ON EVERY LEVEL B- ONE IN EVERY BEDROOM C- ONE WITHIN EVERY 10' OF A BEDROOM DOOR IN HALLWAY WHEN REPAIRS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE DETECTORS LOCATED AS REQUIRED FOR NEW DWELLINGS; THE SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. 4 -PROVIDE INTERCONNECTED C.O. DETECTORS ON ALL LEVELS. ON BEDROOM LEVELS, THE C.O. DETECTOR SHALL BE PLACED IN THE IMMEDIATE VICINITY OF BEDROOMS. AN INTERCONNECTED C.O. DETECTOR SHALL ALSO BE PLACE IN EACH BEDROOM WITH A COMBUSTIBLE FUELED APPLIANCE. WHEN REPAIRS OF FUEL-FIRED APPLIANCES AND EQUIPMENT, SOLID-FUEL BURNING APPLIANCES AND EQUIPMENT, OR FIREPLACES AN CHIMNEYS OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE PROVIDED WITH CARBON MONOXIDE DETECTORS AS REQUIRED FOR NEW BUILDINGS. 5 -CONTRACTOR IS RESPONSIBLE FOR DESIGN AND PROPER FUNCTION OF HVAC INCLUDING A MANUAL S AND MANUAL J WITH AND EVR OR HVR FOR FRESH AIR INTAKE ON NEW CONSTRUCTION AND ADDITIONS. MAKE UP AIR MUST BE PROVIDED FOR RANGE HOODS OVER 400CFM. 6 -ALL WINDOWS TO HAVE CHILD PROOF LOCKS TO PREVENT WINDOWS FROM OPENING MORE THAN 4" WHEN WINDOW SILL IS LESS THAN 24" ABOVE FINISHED FLOOR OR 72" ABOVE THE OUTSIDE GRADE. 7 -ALL EMERGENCY EGRESS WINDOWS AND BEDROOM WINDOWS MUST MEET THE FOLLOWING GUIDE LINES: A- CLEAR OPENING OF 5.7 SQUARE FEET ABOVE OR BELOW GRADE B- CLEAR OPENING OF 5.0 SQUARE FEET AT GRADE C- MINIMUM HEIGHT OF 24" D- MINIMUM WIDTH OF 20" E- REQUIRED IN BASEMENTS WITH HEADROOM GREATER THAN 6'-4". 8 -SAFETY GLAZING OR TEMPERED GLASS TO BE PROVIDED AT: A- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET B- BOTTOM EDGE LESS THAN 18" ABOVE FLOOR C- ONE OR MORE WALKING SURFACES IS WITHIN 36" HORIZONTALLY OF THE GLAZING D- TOP EDGE GREATER THAN 36" ABOVE FLOOR E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD 9 -PROVIDE A 30"x22" ATTIC ACCESS IN A HALLWAY OR A READILY ACCESSIBLE AREA, NOT IN A STANDARD CLOSET. MUST HAVE MATCHING INSULATION AND GASKETED. 10-PROVIDE AN 18"x24" CRAWL SPACE ACCESS. 11-PROVIDE 5/8" TYPE X FIRE CODE GYPSUM BOARD ON GARAGE CEILING, BEAM, AND GARAGE SIDE OF WALL COMMON TO HOUSE AND GARAGE. PROVIDE ½" TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL COMMON TO HOUSE AND GARAGE. 12-PROVIDE ¾ HOUR FIRE RATED DOOR AND JAMBS WITH AUTOMATIC CLOSER BETWEEN HOUSE AND GARAGE. 13-INSTALL ZERO CLEARANCE FIREPLACES AND TERMINATION POINT FOR FLUE/CHIMNEY ACCORDING TO MANUFACTURERS SPECIFICATIONS. 14-MAINTAIN A MINIMUM OF 8" DISTANCE BETWEEN SIDING AND FINISHED GRADE. 15-ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING CRITERIA: 5 PSI OF AIR OR 10' OF HEAD PRESSURE FOR A PERIOD OF 15 MINUTES & WATER SUPPLY SHALL BE TESTED @ A MIN. OF 50 PSI AIR OR WORKING PRESSURE FOR A MINIMUM OF 15 MINUTES. 16-HEATING DUCTS SHALL BE SECURED AND SEALED IN ACCORDANCE WITH THE CODE REQUIREMENTS. 17-COMBUSTION AIR REQUIREMENTS: IF THERE IS NO COMBUSTION AIR SUPPLIED TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM HAS PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION. 18-GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR A GARAGE DRAIN MUST BE PROVIDED AND DRAIN TO DAYLIGHT/DRYWELL. 19-ICE & WATER SHIELD UNDERLAYMENT REQUIRED FROM ROOF'S EDGE A MINIMUM OF 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. MEASURED HORIZONTALLY. 20-FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS. A- IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR SPACES. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED INTERVALS NOT EXCEEDING 10'. BATTS OR BLANKETS OF MINERAL OF GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. B- AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. C- IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R314.8. D- AT OPENING AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. E- FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES. SEE SECTION R1001.16. F- FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. 21-ELECTRICAL- CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL REQUIREMENTS AS SET FORTH IN THE 2015 INTERNATIONAL BUILDING CODE AND STATE SUPPLEMENTS. 22-PROVIDE A MINIMUM OF 75% ENERGY SAVING LIGHT BULBS. 23-R-3 PIPE INSULATION IS REQUIRED ON ALL HOT WATER LINES 3/4" DIA. AND LARGER. OVERFRAMING (PIGGY BACK)SPAN TABLES HORIZONTAL SPAN UP TO 9'-0" 9'-1" - 11'-5" 11'-6" - 13'-11" 14'-0" - 16'-0" SIZE/SPACING 2x6 @ 16" O.C. 2x8 @ 16" O.C. 2x10 @ 16" O.C. 2x12 @ 16" O.C. EXTERIOR BALCONIES PASSENGER VEHICLE GARAGES ROOMS OTHER THAN SLEEPING ATTICS WITHOUT STORAGE LIVE LOAD 60 50 40 10 RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH NO FINISHED CEILING ATTACHED TO RAFTERS INTERIOR WALLS AND PARTITIONS FLOORS AND PLASTERED CEILINGS ALL OTHER STRUCTURAL MEMBERS EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES ALLOWABLE DEFLECTION L/180 H/180 L/360 L/240 H/360 L/240 L/120 USE MINIMUM UNIFORMLYDISTRIBUTED LIVE LOAD (PSF) JOIST TO SILL OR GIRDER, TOE NAIL 1x6 SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL TOP OR SOLE PLATE TO STUD, END NAIL STUD TO SOLE PLATE, TOE NAIL DOUBLE STUDS, FACE NAIL DOUBLE TOP PLATES, FACE NAIL SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS DOUBLE TOP PLATES, MINIMUM 48" OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL RIM JOIST TO TOP PLATE, TOE NAIL TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACENAIL BUILT-UP HEADER, TWO PIECES WITH ½" SPACER CONTINUED HEADER, TWO PIECES CEILING JOISTS TO PLATE, TOE NAIL CONTINUOUS HEADER TO STUD, TOE NAIL CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PLATE, TOE NAIL 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 1"x6" SHEATHING TO EACH BEARING, FACE NAIL 1"x8" SHEATHING TO EACH BEARING, FACE NAIL WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL BUILT-UP CORNER STUDS BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 2" PLANKS ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TOE NAIL FACE NAIL RAFTER TIES TO RAFTERS, FACE NAIL NUMBER AND TYPE OF FASTENER a,c,d 3-8D 2-8D 2-16D 16D 2-16D 3-8D, 2-16D 10D 10D 3-16D 8-16D 3-8D 8D 2-10D 16D 16D 3-8D 4-8D 3-10D 3-10D 2-16D 2-8D 2-8D 2-8D 3-8D 10D 10D 2-16D 4-16D 3-16D 3-8D SPACING OF FASTENERS --- --- --- 16" O.C. --- --- 24" O.C. 24" O.C. 16" O.C. --- --- 6" O.C. --- 16" ALONG EACH EDGE 16"ALONG EACH EDGE --- --- --- --- --- --- --- --- --- 24" O.C. AT EACHBEARING --- --- --- NAIL EACH LAYER AS FOLLOWS:32" O.C. AT TOP ANDBOTTOMSTAGGERED. TWONAILS AT ENDS ANDAT EACH SPLICE. DESCIRPTION OF BUILDING ELEMENTS NAILING SCHEDULE 5/16"-1/2" 19/32"-1" 1 1/8"-1 ¼" 6D-SUBLOOR, WALL 8D-ROOF 8D 10D 12f 12f 12 6 6 6 WOOD STRUCTURAL PANELS, SUBFLOOR, FLOOR AND WALL SHEATHING TO FRAMING, AND PARTICLEBOARD WALL SHEATHING DESCRIPTION OF BUILDING MATERIALS ½ GYPSUM BOARD, g 5/8 GYPSUM BOARD, g DESCRIPTION OF FASTENER b,c,d 1 ½ GALVANIZED ROOFING NAIL; 6D COMMON NAIL; 1 ¼SCREWS, TYPE W OR S EDGES(INCHES)h 4 4 INTERMEDIATE SUPPORTSb,d(INCHES) 8 8 SPACING OF FASTENERS ¾" AND LESS 7/8"-1" 1 1/8"-1 ¼" 8D COMMON NAIL 8D COMMON NAIL 10D COMMON NAIL 6 6 6 12 12 12 WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING a- ALL NAILS ARE SMOOTH-COMMON, BOX EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE A MINIMUM AVERAGE BENDING YIELD STRENGTHS AS FOLLOWS: 80 KSI FOR SHANK DIAMETER OF O.192" (20D COMMON NAIL), 90KSI FOR SHANK DIAMETERS LARGER THAN 0.142" BUT NOT LARGER THAN 0.177", AND 100 KSI FOR SHANK DIAMETERS OF 0.142" OR LESS.b- NAILS SHALL NOT BE PLACED MORE THAN 6" O.C. AT ALL SUPPORTS WHERE SPANS ARE 48" OR GREATER.c- 4'x8' OR 4'x9' 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 110 MPH OR GREATER, 8D DEFORMED NAILS SHALL BE USED TO ATTACHING PLYWOOD STRUCTURAL PANEL ROOF SHEATHING TO FRAMING WITHIN MINIMUM 48" DISTANCE FROM GABLE END WALLS, IF MEAN ROOF HEIGHT IS MORE THAN 25', UP TO 35' MAXIMUM. f- FOR REGIONS HAVING A BASIC WIND SPEED OF 100 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6" ON CENTER. WHEN BASIC WIND SPEED IS GREATER THAN 100 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED 6" O.C. FOR MINIMUM 48" DISTANCE FROM RIDGES, EAVES, AND GABLE END WALLS; ANS 4" 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 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. HANDRAIL/GUARDRAIL 1- PROVIDE A 3'x3' MINIMUM LANDING EACH SIDE OF AN EXTERIOR DOOR. EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED ON THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. 2- STAIR REQUIREMENTS: a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 30" IN HEIGHT. b. ALL STAIRWAYS MINIMUM 36" IN WIDTH. c. WINDERS MINIMUM DEPTH OF 6" ON THE CONVERGING SIDE. d. MINIMUM HEADROOM CLEARANCE OF 6'-8" FOR ALL STAIRWAYS. 3- HANDRAIL REQUIREMENTS: MUST CONFORM TO R311.5.6. a. REQUIRED ON ALL STAIRS OF 4 OR MORE RISERS. b. REQUIRED ON ONE SIDE. c. MUST BE BETWEEN 34" AND 38" IN HEIGHT. d. MUST TERMINATE AT WALLS OR NEWEL POST. e. MUST BE CONTINUOUS FROM BOTTOM RISER TO TOP RISER. f. HANDRAIL TO HAVE CIRCULAR CROSS SECTION WITH GRIP SIZE 1¼"-2" 4- GUARDRAIL REQUIREMENTS: a. REQUIRED ON STAIRS, LANDINGS, PORCHES, DECKS, OR RAISED FLOOR SURFACES MORE THAN 30" ABOVE OR BELOW GRADE. b. MINIMUM HEIGHT IS 36", AT STAIRS 34". c. LESS THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS. d. LESS THAN 6" OPENING ON STAIRS WHERE RISER, TREAD, AND BOTTOM RAIL MEET. TRUSS & BRACING DETAIL WIND DESIGN SPEED (MPH) MEAN ANNUAL TEMP SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE:WINTER DESIGNTEMP ICE SHIELD UNDERLAYMENT REQUIRED FLOOD HAZARDWEATHERINGFROSTDEPTH (IN)TERMITE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA-TABLE R301.2(1) 8" DIA. CONCRETE FILLED CONSTRUCTION TUBE 4x4 POST 4x4 POST ANCHOR GRADE 5/4"x6" DECKING 2x6 JOISTS @ 16" O.C. 2x6 NAILER LAGGED TO HOUSE RIM JOIST & HANGERS @ 16" O.C. WOOD STOOP DETAIL MINIMUM HEADROOM >30"MIN. GRIP RISER SHALL BE A MAXIMUM 8 1/4" MINIMUM TREAD DEPTH SHALL BE 9" WITH MINIMUM NOSING OF 3/4" AND A MAXIMUM NOSING OF 1 1/4". 24" INSIDE EXTERIOR WALLS AIR FREEZING INDEX STRUCTURAL MEMBER ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 4'-0" 6'-8" 3'-0" 2'-10" NO 47SEVERENONO50115SLIGHTTO NONE48B 2000-1 STAIRS GUARDS AND HANDRAILS 200 SLEEPING ROOMS 30 40 2x4 DIAGONAL BRACING@ 45° ANGLE NAILED TOTOP SIDE OF BOTTOMCHORD WITH 2-12DNAILS. 2x4 LATERAL BRACING NAILED TO TOP SIDE OFBOTTOM CHORD WITHMINIMUM 2-12D NAILS. DIAGONAL BRACED BAYS; EACH END OFBUILDING & AT 20'INTERVALS. PROVIDE ADDITIONAL BRACING AS PER TRUSSMANUFACTURER'S TRUSSCERTIFICATIONS. LAP ALL BRACES MINIMUM 24". TRUSS & BRACING DETAIL MAXIMUM 15'MAXIMUM 15'MAXIMUM 15' COPYRIGHT © 2026 BY WILLIAMS & WILLIAMS DESIGNERS. ALL RIGHTS RESERVED. ALL WILLIAMS & WILLIAMS DESIGNERS' PLANS HAVE BEEN REGISTERED WITH THEUNITED STATES COPYRIGHT OFFICE. THIS DRAWING IS AN INSTRUMENT OF SERVICE AND MAY NOT BE ALTERED, REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS & WILLIAMS DESIGNERS. TO DOSO IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE 145, SECTION 7209. THESE DRAWINGS ARE NOT TO BEUSED BY ANY PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO STIPULATE MINIMUM STANDARDS OF CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWINGS ARE FOR A SINGLE RESIDENCE. THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPONSIBLE FORCONSTRUCTION METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR THE SAFETYPRECAUTIONS USED OR REQUIRED IN CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY WORK OR FOR THEIR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONSTRUCTION PLANS/DOCUMENTS. IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE CONSTRUCTION PLANS/ DOCUMENTS, HE/SHE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE DESIGNER SO THAT THE DESIGNER MAY CORRECT SUCH DEFECT. IF THE CONTRACTOR FAILS TO DO SO, HE/SHE SHALL BEAR ALL COSTS ASSOCIATED WITHPROCEEDING CAUSED BY SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE/SHE SHALL NOTIFY THE DESIGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. IF THE CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING, OR ALLOW REASONABLE TIME TO SUGGEST REPAIRS, OR DOES THE REPAIRS NOT INCONFORMANCE WITH THE DESIGNERS SUGGESTED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH SUCH DEFECT. THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDITIONS AT THE JOB SITE AND FOR THE TEMPORARY SUPPORT OF THE STRUCTURE PRIOR TO COMPLETION OF THEVERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN COMPLIANCE WITH NEW YORK STATE CODES AND LOCAL CODES AND ORDINANCES. VERIFY ALL DIMENSIONS PRIOR TO ERECTION. FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL CONTRACTOR SHALL FIELD VERIFY ALL PREEXISTING STRUCTURAL CONDITIONS & DIMENSIONS PRIOR TO ORDERING MATERIAL & BEGINNING CONSTRUCTION. FOUNDATIONS 1-FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL A MINIMUM OF 48" BELOW GRADE. ASSUMED SOIL BEARING LOAD IS 2000 PSF. (GROUP 1 SOILS - SW, SP, SM, SC, GM, SM, GC) 2-MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE 1 VERTICAL TO 2 HORIZONTAL. 3-BACKFILLING OF FOUNDATION WALLS SHALL NOT BE FOR 28 DAYS, OR BEFORE FLOOR SYSTEM IS IN PLACE AND WALL STABILIZED. 4-MAXIMUM UNBALANCED BACKFILL HEIGHT- 7' CONCRETE 1-CONCRETE STRENGTH TO BE AS FOLLOWS: GARAGE SLABS AND PORCHES, STEPS, AND WALKS: 3500 PSI VERTICAL CONCRETE EXPOSED TO WEATHER: 3000 PSF PROVIDE AIR ENTRAINMENT OF 5-7% OF VOLUME. SLUMP TO BE NO MORE THAN 4" NOR LESS THAN 2". CONCRETE REINFORCING STEEL 1-REBAR SHALL CONFORM TO A.S.T.M. GRADE 40. WELDED WIRE FABRIC MESH SHALL CONFORM TO A.S.T.M. A185. 2-½" DIAMETER x 10" ANCHOR BOLTS @ 4' O.C. 3-NO. 5 BARS VERTICALLY @ 4' O.C. AND 1-NO. 4 BAR WITHIN 12" OF THE TOP OF THE WALL AND 1-NO. 4 BAR LOCATED 3-4" FROM THE BOTTOM OF THE WALL CONCRETE FOUNDATION WALL 1-DAMPPROOFING: ASPHALT/TAR TYPE COATING WATERPROOFING: RUBBER/ICE AND WATER SHIELD TYPE PERIMETER DRAINS 1-4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRY WELL, SEWER OR SUMP PUMP AS SOIL CONDITIONS AND SITE DICTATE. GENERAL NOTES 1 ¾GALVANIZED ROOFING NAIL; 8D COMMON NAIL; 1 5/8 SCREWS, TYPE W OR S 09/21/2609/21/26 021626021626 JCB/DWJCB/DW 1010 J E N H AY E S J A CK H AY E S & N O T F O R C O N S T R U C T I O N F O R B I D D I N G & A P P R O V A L P U R P O S E S O N L Y PETE SANKEY, INFINITE ENGINEERING SOLUTIONS PC, INDEPENDENT LICENSED PROFESSIONAL ENGINEER 518-888-4048. LICENSE NO. 085126 PROFESSIONAL ENGINEERING SERVICES PROVIDED DIRECTLY UNDER CONTRACT TO THE OWNER. JOHN & JEN HAYES