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20260546 8 Newton Ave Exterior Modification Application
Revised 12/2025 APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT Name Address Phone / / / Email Identify primary contact person: Applicant Owner Attorney/Agent * An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant’s interest in premises: Owner Lessee Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: Tax Parcel #: . - - (for example: 165.52 – 4 – 37 ) Current Zoning District: Property use: Residential Non-residential/mixed-use Type of Review: Architectural Historic Extension/modification (of current approval) Summary description of proposed action: Has a previous application been filed with the DRB for this property? No Yes – date(s)? _____________________ -App. No.(s)? _________________ Date Acquired by Owner: _________________ **HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** CITY OF SARATOGA SPRINGS DESIGN REVIEW %O$RD CITY HALL - 474 BROADWAY SARATOGA SPRINGS, NEW YORK 12866-2296 TEL: 518-587-3550 X2533 www.saratoga-springs.org APPLICATION FOR: ARCHITECTURAL / HISTORIC REVIEW [FOR OFFICE USE] _______________ ASSOicatiRn ____________ Date receiYed @@@@@@@@@@@@@@@@@@@@@@@@@@ 3rRMect Title Staff Review _______________ **A “complete” application consists of 1 hard copy (original) , and 1 electronic copy of application & ALL other materials as required below: New Construction / Additions Color photographs showing site/exterior details of existing structures and adjacent properties A detailed scaled site plan is essential for achieving minimal zoning compliance, depicting both current and planned structures along with all building projections such as decks, porches, steps, roof overhangs, and chimneys. This site plan must show all setbacks from property boundaries and any easements, in addition to the dimensional and bulk standards relevant to the zoning district on 17"x11" sheet. Elevation drawings showing design of all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Floor plans for proposed structure; on sheet no larger than 2’x3’ – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only) Color photographs showing site/exterior details of existing structures and that illustrate affected features Elevation drawings showing all sides of existing & proposed construction – label dimensions, colors, materials, lighting (fixture & lamp type, wattage), etc. - include compass bearing & scale; no larger than 2’x3’ sheet – smaller permitted if legible Product literature, specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks: UR-1 & INST-HTR=30’; UR-4=25’; UR-2, UR-3 & NCUD-1=10’) -Installation, removal or change in material of drive- and walkways -Installation or removal of architectural, sculptural or vegetative screening over 3’ in height -Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2’ diameter) For any of above: Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing & proposed construction: include property lines & dimensions, required & proposed setbacks & lot coverage, site features (fences, walks, trees, etc.) street names, compass bearing & scale; no larger than 2’x3’ sheet – smaller preferred if legible Product literature, specifications and samples of proposed materials and colors Signage / Awnings Color photographs showing site/exterior details of existing structures, and adjacent properties Plan showing location of proposed sign/awning structure on building/premises: no larger than 11”x17” Scaled illustration of proposed sign/awning structure and lettering (front view & profile): include all dimensions of structure; type, dimensions and style of lettering or logo; description of colors, materials, mounting method and hardware Descriptions, specifications of proposed lighting including fixture & lamp type, wattage, mounting method, and location Product literature, specifications and samples of proposed materials and colors Demolition Color photographs showing site/exterior details of existing structures, and of adjacent properties Site plan showing existing and any proposed structures - include dimensions, setbacks, street names, compass bearing, and scale Written description of reasons for demolition and, in addition: For structures of “architectural/historical significance”, demonstrate “good cause” why structure cannot be preserved For structures in an architectural district that might be eligible for listing on National Register of Historic Places, or for a “contributing” structure in a National Register district (contact City staff), provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities Color photographs showing site/existing structures, and of adjacent properties Site plan showing existing and proposed structures: include dimensions, setbacks, street names, compass bearing, and scale Scaled illustration of proposed structures: include all dimensions; colors, materials, lighting, mounting details Consult Article 240-12.22 of the City’s Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 12/2025 3eWised 12/2025 Request for extension of current approval Identify date of original DRB approval: ______________Current expiration date: ________________ Org. App. No. ____________ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form Applicants proposing the following must complete “Part I” of the SEQR Short Environmental Assessment Form (available here: http://www.dec.ny.gov/docs/permits_ej_operations_pdf/seafpartone.pdf): -Construction or expansion of a multi-family residential structure (4 units +) -Construction or expansion (exceeding 4,000 sq. ft. gross floor area) of a principal or accessory non-residential structure -Telecommunications facility, radio antennae, satellite dishes -Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest (as defined by General Municipal Law Section 809) in this application? No Yes - If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review BϕχϘϊ. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review BϕχϘϊ and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Owner Signature: Date: Owner Signature: Date: 3eWised 12/2025 INSTRUCTIONS ARCHITECTURAL / HISTORIC REVIEW APPLICATION кͨELIGIBILITY: An applicant to the Design Review BϕχϘϊ for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. лͨCOMPLETE SUBMISSIONS: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRBwill only consider properly completed applications that contain 1 original and 1 digital version of the application and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! мͨACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District •any exterior changes that require a building permit •any change in exterior building materials •a new, or change to an existing, sign or sign structure •demolition of a structure Within a non-residential zoning district: •a change in exterior building color •installation of an awning •Installation or exterior change to a structure requiring a building or demolition permit •any material change to exterior of a structure including: -addition or removal of exterior architectural features -installation, removal or material changes to exterior building elements such as roof, siding, windows, doors, porches, etc. -enclosure or screening or buildings openings such as windows, doors, porches, etc. -installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. Within a front yard setback: -installation, removal or material changes to drive- or walkways -installation or removal of architectural, sculptural or vegetative screening that exceeds 3’ in height -installation of accessory utility structures or radio/satellite transmission/reception devices over 2’ in diameter •a change in exterior building color within a non- residential zoning district •a new, or change to an existing, sign or awning •installation of telecommunications facilities Note – Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. CITY O F SARATOGA SPRINGS DESIGN REVIEW BOARD City Hall - 474 Broadway Saratoga Springs, New York 12866 Tel: 518-587-3550 x2533 www.saratoga-springs.org нͨDESIGN GUIDELINES: The Design Review BϕχϘϊ will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: •Height – consistent with historic form and context of site and surrounding properties •Scale – relationship of structure and its architectural elements to human size, form, perception •Proportion – relationship among building elements including front façade, windows, and doors •Rhythm – pattern resulting from repeating building elements such as door/window openings, columns, arches, and other façade elements •Directional Expression – compatibility with horizontal & vertical expression of surrounding structures •Massing & Open Space – relationship of structure to open space between it and adjoining buildings •Setback – compatibility with surrounding structures •Compatibility of the following with surrounding structures/properties: -Major building elements (storefronts, doors, windows, roof) -Building materials -Color – (in non-residential zoning districts only) оͨDECISIONS: The Design Review BϕχϘϊ may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/ quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of tIe filinH date unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6.$GEND$ D$7E: Check City’s website (www.saratoga-springs.org) for meetinH dates "pplications are placed on an aHenda on first-come, first-serWed Casis as determined CZ tIe completeness of tIe application 7.APPLICATION FEE N0N-3&'6N%"#-& Make checks payable to the "Commissioner of Finance” 3&'&3 50 5)& $633&N5 '&& 803,4)&&5 *N$-6%&% *N 5)*4 %0$6.&N5 ADDITIONAL INFORMATION: ΖϕϘϋϊϋϚχϏϒϋϊϏϔόϕϘϓχϚϏϕϔϕϔΊϘωώϏϚϋωϚϛϘχϒΛϋϜϏϋϝͥΑϏϙϚϕϘϏωΛϋϜϏϋϝχϔϊϚώϋϋϙϏύϔΛϋϜϏϋϝBϕχϘϊϘϋϙϖϕϔϙϏψϏϒϏϚϏϋϙϓχϟψϋόϕϛϔϊϏϔϚώϋCϏϚϟͯϙ ΞϔϏόϏϋϊϋϜϋϒϕϖϓϋϔϚΘϘϊϏϔχϔωϋχϜχϏϒχψϒϋϏϔCϏϚϟΑχϒϒχϔϊϕϔϚώϋCϏϚϟͯϙϝϋψϙϏϚϋχϚώϚϚϖϙͧͿͿϔϟϙχϘχϚϕύχϙϖϘϏϔύϙͨωϏϜϏωϖϒϛϙͨωϕϓͿϕωϛϓϋϔϚCϋϔϚϋϘͿ ΟϏϋϝͿкрсймͿΏϛϒϒΞΘ Revised 12/2025 City of Saratoga Springs OFFICE OF PLANNING AND ECONOMIC DEVELOPMENT FEES - 2026 Application to City Council FEE Comprehensive Plan Amendment Zoning Ordinance Amendment Planned Unit Development (PUD) Amendment $1,800 + $300/acre $800 + $300/acre $800 + $300/acre Application to Zoning Board of Appeals FEE Use Variance $1,400 + $75/app Area Variance - Residential (1 & 2 Family) $350/1st var + $75/app + $150/ea add variance Area Variance - 3+ Family and Commercial $1,000/1st var + $75/app + $200/ea add variance Interpretations $650 + $75/app Post Work Application Fee Application Fee x2 + $75/app Variance Extensions 50% of Application Fee + $75/app Application to Design Review Board FEE Demolition Residential Structures - 1 or 2 Family Principal or Accessory Structure Materials Change - roof, windows, siding $500 $75 Façade Change - removal/addition of windows, doors, $150 Addition or new construction $300 Approval Extension 50% of application fee 3+/Multi-Family, Comm, Mixed-Use Principal or Accessory Structure Materials Change - roof, windows, siding, paint color $150 Façade Change - removal/addition of windows, doors, $150 Addition or new construction $650 Approval Extension 50% of application fee Post Work Application Fee Application Fee x2 Application to Planning Board Special Use Permit $1,200 + $75/app Temporary Use Permit $500 Special Use Permit - Extension $400 Special Use Permit - Modification $550 + $75/app Site Plan Review - incl. PUD Sketch Plan $400 per sketch Site Plan Full Residential $400 + $250/unit Non-Residential / Mixed-use $800 + $150/1,000 sf (Non-Res) + 250 unit (Res) Administrative SPR Residential $400 Non-Residential / Mixed-use $800 Extension Residential $250 Non-Residential / Mixed-use $350 Subdivision - incl. PUD Sketch Plan $400 per sketch Preliminary Approval Residential: 1-5 Lots $700 + $75/app Residential: 6-10 Lots $1,100 + $75/app Residential: 11-20 Lots $1,450 + $75/app Residential: 21+ Lots $1,800 + $75/app Residential - Extension $350 Final Approval Residential $1,550 + $200/lot + $75/app Non-Residential $2,400/lot + $75/app Final Approval Modification Residential $400 + $75/app Non-Residential $800 + $75/app Final Approval Extension Residential $250 Non-Residential $350 * Subdivisions and Site Plans are subject to Engineering Review- See DPW Fees Demolition $500 Residential Structures – 1 or 2 Family Principal or Accessory Structure Materials Change - roof, windows, siding $75 Façade Change - removal/addition of windows, doors, porch $150 Addition or new construction $300 Approval Extension 50% of Application Fee 3+/Multi-Family, Comm, Mixed-Use Principal or Accessory Structure Equipment Install or Materials Change - roof, windows, siding, paint color $150 Signs, awnings $150 Façade Change - removal/addition of windows, doors, porch $300 Addition or new construction $650 Approval Extension or Modification 50% of Application Fee Post Work Application Fee Application x2 Other Lot Line Adjustment/Subdivision Administrative Action $400 Letter of Credit – Modification Extension $400 Letter of Credit - Collection up to 1% of LoC Recreation Fee $2,000/lot or unit Land Disturbance Activity Permit $750 + $35/acre Watercourse/Wetland Permit $750 Watercourse/Wetland Permit Extension $350 SEQRA EIS Review (Draft & Final) TBD Sidewalk Fee Lieu See DPW Fees Tree Removal Avg. nursery cost in caliper of new species equivalent to diameter at breat height (DBH of tree(s) Removed diameter at breat height (DBH of tree(s) Removed DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: 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. 06/18/2606/18/26NA.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 SHALL SATISFY THE REQUIREMENT FOR R49 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES. THIS REDUCTION SHALL NOT APPLY TO THE INSULATION AND FENESTRATION CRITERIA IN SECTION R402.1.2 AND THE COMPONENT PERFORMANCE ALTERNATIVE IN SECTION R402.1.5. SECTION 402.2.2 CEILINGS WITHOUT ATTICS. WHERE SECTION 402.1.3 REQUIRES GREATER THAN R38 INSULATION IN THE INTERSTITIAL SPACE ABOVE A CEILING AND BELOW THE STRUCTURAL ROOF DECK, AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION, THE MINIMUM REQUIRED INSULATION 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 OF INSULATION FROM THE REQUIREMENTS OF SECTION 402.1.3 SHALL BE LIMITED TO 500 SQUARE FEET OR 20% OF THE TOTAL INSULATED CEILING AREA, WHICHEVER IS LESS. THIS REDUCTION SHALL NOT APPLY TO THE COMPONENT PERFORMANCE ALTERNATIVE IN SECTION R402.1.5. A CUSTOM D ESI GN EDA C USTOM D E SIGN E D LEVEL 2 A LTE RA T ION /LE V E L 2 A LTE RA TI ON / RE N OV A TION F OR:REN OV A TI ON F OR: J E NHAYE S 021626021626 JCB/DWJCB/DW 1 01 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 A Y E S J A C K H A Y E S & SECOND FLOOR DECK TO BE REMOVED NEW PATIO ON GRADE APPLIANCE BUMPOUT EXISTING 2 STORY HOUSE EXISTING GARAGE TO REMAIN EXISTING PORCH/ STOOP TO BE REMOVED NEW PORCH EXISTING DRIVEWAY EXISTING PORCH/ STOOP TO BE REMOVED 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 6.1+/- 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 2,312 1,333 3,645 40.5% 59.5% -12 152 2,300 1,532 1403,832 42.5% 57.5% VARIANCE YES NO NO NO DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 0 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 A Y E S J A C K H A Y E S & 3/12 PITCH SCALE: 1/4"=1'-0" FRONT ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE 6" METAL LAP SIDING 12" TRIM BOARD 6" WINDOW TRIM METAL STANDING SEAM ROOFING 12" SKIRT BOARD THIN VENEER STONE 10" FRIEZE BOARD 12 3 ½ 12 3 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: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 03 J E N H A Y E S J A C K H A Y E S & 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 STANDING SEAM METAL ROOFING SCALE: 1/4"=1'-0" LEFT SIDE ELEVATION 30 YEAR ARCHITECTURAL ROOFING SHINGLES GRADE 6" METAL LAP SIDING 6" WINDOW TRIM METAL STANDING SEAM ROOFING 12" SKIRT BOARD THIN VENEER STONE 10" FRIEZE BOARD DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 04 J E N H A Y E S J A C K H A Y E S & 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" 22'-0" 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 TO BE REMOVED PORCH PORCH SCALE: 3/16"=1'-0" EXISTING FIRST FLOOR PLAN PANTRY PANTRY ROOF BELOW TO BE REMOVED TO BE REMOVED 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 PORCH ABOVE 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: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 05 J E N H A Y E S J A C K H A Y E S & UP 7'-0"14'-5"15'-9"12'-0"14'-11"5'-0" 69'-1" 5'-0"1'-10"24'-10"14'-5"16'-0"7'-0" 69'-1" 4'-0" 22'-0" 8'-2" 34'-2" 6'-0" 9'-4" 4'-0" 10'-10" 4'-0" 34'-2" 4'-4"8" 3'-4" 2'-8" 1'-0" 20'-0" 1'-0" 8" 5'-8" 5'-8" 7'-4" 8" 4'-4"8" 22'-0" 12'-0" 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 2x8 JOISTS ABOVE @ 16" O.C. TREATED STOOP ABOVE TREATED STOOP ABOVE A 8 A 8 B 8 B 8 B 8 B 8 2x12 ON EACH SIDE OF NOTCHED POST 6x6 NOTCHED POST 10" DIA. CONCRETE FILLED TUBE SF22 CONCRETE FILLED SQUARE FOOT 2x8RIM JOIST & HANGERS@ 16" O.C. FLOOR ABOVE 6x6 POST 10" DIA. CONCRETE FILLED TUBE EXISTING 31 3/ 4"x7 1/2" JOISTS ABOVE @ 16" O.C. CRAWL SPACE CRAWL SPACE PATIO ON GRADE ABOVE OVER WELL COMPACTED SOILS STONE FOUNDATION WALL. CONTRACTOR TO REPAIR/ POINT ANY LOOSE MORTAR ON THE EXTERIOR & INTERIOR OF THE WALLS. STONE FOUNDATION WALL. CONTRACTOR TO REPAIR/ POINT ANY LOOSE MORTAR ON THE EXTERIOR & INTERIOR OF THE WALLS. 2x8 JOISTS ABOVE @ 16" O.C. C 8 C 8 D 9 D 9 CEILING ABOVE CRAWL SPACE TO RECEIVE R30 INSULATION - 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: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 06 J E N H A Y E S J A C K H A Y E S & DN 2040 TEMPERED 3050-2 50684668 2040 THERMA TRU 980HD-3068 THERMA TRU TS118-3068 3068 2630-2 3050 3050 3050 3050-3 THERMA TRU S601SL-S92 3050 7650 7650 7650 7650 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 INTERCONNECTED SMOKE DETECTOR & CO DETECTOR 7'-0"6'-4"4'-3"3'-10"15'-9"12'-0"14'-11"5'-0" 7'-0"16'-0"14'-5"24'-10"1'-10"5'-0" 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" 69'-1" 69'-1" 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"4'-5"8'-0"8'-0"4'-5" 11'-0" 3'-6 1/2" 7'-1 1/2" 9'-8 1/2" 5'-2" 1'-0" 20'-0" 1'-0" 12'-1 1/2"6'-5 1/2"7'-4" 2'-3" 3'-10 1/2" 1'-8" 5'-10 1/4" 5'-10 1/4" 4'-0" 8" 8'-4" 22'-0" 10'-0" 3'-4" LIVING DINING OFFICE/ GUEST RM SUNROOM BATH MUD/ LAUND SCALE: 1/4"=1'-0" PROPOSED FIRST FLOOR PLAN BROOM KITCHEN STOOP WALL OVENS DW REF PORCH ROOF BELOW FOYER FIREPLACE PANTRY STOOP WET BAR ISLAND PATIO ON GRADE VENT BATH TO OUTSIDE WITH TIMER 2x6 8x8 POST 3-2x10 PAD & WRAP HEADER TO 9" WIDE ZERO CLEARANCE GAS FIREPLACE & NONCOMBUSTIBLE HEARTH TEMPERED A 9 A 9 B 9 B 9 B 9 B 9 COOKTOP & HOOD NEW GUARD SHOWER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 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 BEARING WALL LOCATION C 9 C 9 D 9 D 9 48" HIGH CAPPED WALL GLASS ABOVE GLASS DOOR 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: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 07 J E N H A Y E S J A C K H A Y E S & DN 3650 TEMPERED 2040 2668 2668 2668 2668 26682668 304030503050 3050 3050 3050 2668 4068 4068 2668 2668 INTERCONNECTED SMOKE DETECTOR INTERCONNECTED SMOKE DETECTOR INTERCONNECTED SMOKE DETECTOR INTERCONNECTED SMOKE DETECTOR & CO DETECTOR 22"x30" ATTIC ACCESS 22"x30" ATTIC ACCESSACCESS 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'-2" 6'-8 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 TO OUTSIDE WITH TIMER VENT BATH TO OUTSIDE WITH TIMER ROOF BELOW TEMPERED 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER 2-2x10 HEADER A 9 A 9 D 9 D 9 - NEW CONSTRUCTION - EXISTING CONSTRUCTION - TO BE DEMOLISHED CONTRACTOR/OWNER TO VERIFY ALL WINDOW & DOORS PRIOR TO ORDERING. WINDOWS MUST HAVE CHILD PROOF LOCKS TO PREVENT WINDOWS FROM 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 HEADROOM IS 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 PLAN UNIT NO.STYLE ROUGH OPENING SQ. FT. GLASS/ VIS. LIGHT SQ. FT. VENT SQ. FT. CLEAR OPENING EGRESS CLEAR OPENING/ EGRESS QTY.U-VALUE WIDTH HEIGHT NATURAL LIGHT AND VENTILATION REQUIREMENTS W/ EGRESS HABITABLE ROOM AREA SQ. FT.8% LIGHT HEIGHT REQ.ACT. 4% VENT EGRESS REQ.REQ.ACT.ACT. MECH=MECHANICAL LOCATION SHGC ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN ANDERSEN THERMA TRU THERMA TRU THERMA TRU THERMA TRU 2040 3040 3050 3050-2 3050-3 3650 2630-2 1626 2026 3050 7650 60611R TS118-2868 TS118-3068 980HD-3068 S601DL-S92 1068-3068 100 100 100 100 100 100 100 100 100 100 100 100 TRADITIONS STEEL TRADITIONS STEEL PROFILES SMOOTHSTAR SH SH SH SH SH SH CMT FIX FIX FIX GW SGD HNG HNG HNG FIX/HNG 2'-0" 3'-0" 3'-0" 6'-0" 9'-0" 3'-6" 5'-0" 1'-6" 2'-0" 3'-0" 7'-6" 6'-0" 34 1/2" 38 1/2" 38 1/2" 52" 4'-0" 4'-0" 5'-0" 5'-0" 5'-0" 5'-0" 3'-0" 2'-6" 2'-6" 5'-0" 5'-0" 6'-11" 82 1/2" 82 1/2" 82 1/2" 82 1/2" 4.68 7.94 10.38 20.76 31.14 12.51 9.45 1.82 2.79 10.82 29.19 32.58 8.3 10.0 ~ ~ 2.78 4.45 5.79 11.58 17.37 6.87 9.86 ~ ~ ~ 15.09 16.16 ~ ~ ~ ~ 2.78 4.45 5.79 5.79 5.79 6.87 3.60 ~ ~ ~ 7.54 16.16 13.5 15.7 ~ ~ 20" 32" 32" 32" 32" 38" 17 3/8" ~ ~ ~ 19 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" ~ ~ ~ 56" 78 7/8" ~ ~ ~ ~ 3 1 8 1 1 1 1 1 1 1 4 1 1 1 1 1 FF BATH, MUD/LAUND, MASTER BATH MASTER BEDROOM HALL DINING, M. BED, BED. RM #3, STORAGE OFFICE/GUEST LIVING BEDROOM #2 KITCHEN ATTIC ATTIC SUNROOM SUNROOM LIVING DINING KITCHEN MUD/LAUND FOYER .26 .26 .26 .26 .26 .26 .24 .23 .23 .23 .26 .26 .25 .25 .25 .24 .28 .28 .28 .28 .28 .28 .25 .29 .29 .29 .28 .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 LOW E W/ HEATLOCK GLASS LOW E W/ HEATLOCK GLASS TRIPLE PANE LOW E GLASS TRIPLE PANE LOW E GLASS LIVING DINING KITCHEN OFFICE/GUEST RM MASTER BEDROOM BEDROOM #2 BEDROOM #3 328 197 241 155 229 133 148 26.24 15.76 19.28 12.4 18.32 10.64 11.84 31.14 31.14 19.45 20.76 28.7 12.51 20.76 13.17 7.88 9.64 6.2 9.16 5.32 5.92 17.37 17.37 9.86 11.58 16.03 6.87 11.58 ~ ~ ~ 5.7 5.7 5.7 5.7 5.79 5.79 15.7 5.79 5.79 6.87 5.79 DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 08 J E N H A Y E S J A C K H A Y E S & 12 3 5'-0" 4'-0" 1'-0" 2x12 ON EACH SIDE OF POST 6x6 NOTCHED POST ABU66 POST BASE GRADE 10" DIA. CONCRETE FILLED TUBE R19 INSULATION BLANKET- BASEMENT AND CRAWL SPACES SF22 CONCRETE FILLED SQUARE FOOT FLASHING SEE DECK DETAILS 5/4"x6" DECKING 2x8 JOISTS @ 16" O.C. PORCH LIVING BED- ROOM #3 BASEMENT EXISTING WALL-FILL CAVITY R13 2" R10 RIGID INSULATION METAL SIDING 2x6 RAFTERS @ 16" O.C. 2x6 CEILING JOISTS @ 16" O.C. METAL DRIP EDGE 2x8 SUBFASCIA 1x4 TRIM ALUMINUM FASCIA VINYL VENTED SOFFIT 5/8" O.S.B. ROOF SHEATHING W/ H-CLIPS STANDING SEAM METAL ROOFING ICE & WATER SHIELD ENTIRE ROOF PLANE 3-2x10 WRAPPED HEADER PAD TO 9" WIDE SIMPSON CBT4Z CONCEALED BEAM TIE 8x8 POST SCALE: 1/4"=1'-0" SECTION A SIMPSON CPT88Z CONCEALED POST TIE EXISTING WALL-FILL CAVITY R13 2" R10 RIGID INSULATION R49 INSULATION 12 3 ½ 4'-0" 8'-4"11'-8" 4'-2"4'-2" 20'-0" 8"7'-4"5'-8"5'-8"8" 8'-4" 1'-0" PORCH SCALE: 1/4"=1'-0" SECTION B 2x12 ON EACH SIDE OF POST 6x6 NOTCHED POST ABU66 POST BASE GRADE 10" DIA. CONCRETE FILLED TUBE SF22 CONCRETE FILLED SQUARE FOOT 5/4"x6" DECKING 2x8 JOISTS @ 16" O.C. 2x6 RAFTERS @ 16" O.C. 2x6 CEILING JOISTS @ 16" O.C. METAL DRIP EDGE 2x8 SUBFASCIA 1x4 TRIM ALUMINUM FASCIA VINYL VENTED SOFFIT 5/8" O.S.B. ROOF SHEATHING W/ H-CLIPS STANDING SEAM METAL ROOFING ICE & WATER SHIELD ENTIRE ROOF PLANE 3-2x10 WRAPPED HEADER PAD TO 9" WIDE SIMPSON CBT4Z CONCEALED BEAM TIE 8x8 POST SIMPSON CPT88Z CONCEALED POST TIE AIR BARRIER, AIR SEALING CRITERIA Table R402.5.1.1 AIR BARRIER, AIR SEALING AN INSULATION INSTALLATION COMPONENT A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE BUILDING ENVELOPE. BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. GENERAL REQUIREMENTS AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. CEILING/ATTIC AN AIR BARRIER SHALL BE INSTALLED IN ANY DROPPED CEILING OR SOFFIT TO SEPARATE IT FROM UNCONDITIONED SPACE. ACCESS OPENINGS, DROP DOWN STAIRS. OR KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE SEALED WITH GASKETING MATERIALS THAT ALLOW FOR REPEATED ENTRANCE OVER TIME. WALLS THE JUNCTION IN FOUNDATION IN SILL PLATE SHALL BE SEALED. THE JUNCTION OF THE TOP PLATE AND THE TOP EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL BE SEALED. CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS 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 FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. WINDOWS, SKYLIGHTS, AND DOORS THE ROUGH OPENING GAP BETWEEN FRAMING AND THE FRAMES OF SKYLIGHTS, WINDOWS AND DOORS, SHALL BE SEALED IN ACCORDANCE WITH FENESTRATION MANUFACTURER'S INSTRUCTIONS. RIM JOISTS SHALL BE INSULATED SO THAT THE INSULATION MAINTAINS PERMANENT CONTACT WITH THE EXTERIOR RIM BOARD. RIM JOISTS SHALL INCLUDE AN AIR BARRIER. THE JUNCTIONS OF THE RIM BOARD TO THE SILL LATE AND THE RIM BOARD AND THE SUBFLOOR SHALL BE AIR SEALED. RIM JOISTS FLOOR INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R402.2.8 FLOOR FRAMING MEMBERS THAT ARE PART OF THE BUILDING THERMAL ENVELOPE SHALL BE AIR SEALED TO MAINTAIN A CONTINUOUS AIR BARRIER. AIR PERMEABLE FLOOR CAVITY INSULATION SHALL BE ENCLOSED. FLOORS, INCLUDING CANTILEVERED FLOORS AND FLOORS ABOVE GARAGES CRAWL SPACE INSULATION , WHERE PROVIDED INSTEAD OF FLOOR INSULATION, SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R402.2.11. CONDITIONED BASEMENT FOUNDATION WALL INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R402.2.9.1. SLAB-ON-GRADE FLOOR INSULATION SHALL BE INSTALLED IN 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 SECTION R402.2.11. PENETRATIONS THROUGH CONCRETE FOUNDATION WALLS AND SLABS SHALL BE AIR SEALED. CLASS I VAPOR RETARDERS SHALL NOT BE USED AS AN AIR BARRIER ON BELOW-GRADE WALLS AND SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R702.7 OF THE RESIDENTIAL CODE OF NEW YORK STATE. BASEMENT, CRAWL SPACE AND SLAB FOUNDATIONS SHAFTS, PENETRATIONS DUCT AND FLUE SHAFTS TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE SEALED. UTILITY PENETRATIONS OF THE AIR BARRIER SHALL BE CAULKED, GASKETED OR OTHERWISE SEALED AND SHALL ALLOW FOR EXPANSION, CONTRACTION OF MATERIALS AND MECHANICAL VIBRATION. NARROW CAVITIES BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL BE CUT TO FIT OR NARROW CAVITIES SHALL BE FILLED WITH INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND CONDITIONED SPACES. RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE AIR SEALED IN ACCORDANCE 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 WITH INSULATION. PLUMBING, WIRING OR OTHER OBSTRUCTIONS INSULATION SHALL BE INSTALLED TO FILL THE AVAILABLE SPACE AND SURROUND WIRING, PLUMBING, OR OTHER OBSTRUCTIONS, UNLESS THE REQUIRED R-VALUE CAN BE MET BY INSTALLING INSULATION AND AIR BARRIER SYSTEMS COMPLETELY TO THE EXTERIOR SIDE OF THE OBSTRUCTIONS. SHOWERS, TUBS AND FIREPLACES ADJACENT TO THE BUILDING THERMAL ENVELOPE AN AIR BARRIER SHALL SEPARATE INSULATION IN THE BUILDING THERMAL ENVELOPE FROM THE SHOWER, TUB OR FIREPLACE ASSEMBLIES. EXTERIOR FRAMED WALLS ADJACENT TO SHOWERS, TUBS AND FIREPLACES SHALL BE INSULATED. ELECTRICAL COMMUNICATION AND OTHER EQUIPMENT BOXES, HOUSINGS AND ENCLOSURES BOXES, HOUSING AND ENCLOSURES THAT PENETRATE THE AIR BARRIER SHALL NE CAULKED, TAPED, GASKETED OR OTHERWISE SEALED TO THE AIR BARRIER ELEMENT BEING PENETRATED. ALL CONCEALED OPENINGS INTO THE BOX, HOUSING OR ENCLOSURE SHALL BE SEALED. ALTERNATIVELY, AIR-SEALED BOXES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R402.5.5. HVAC REGISTERED BOOTS HVAC SUPPLY AND RETURN REGISTER BOOTS SHALL BE SEALED TO THE SUBFLOOR, WALL COVERING OR CEILING PENETRATED BY THE BOOT. CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONCEALED FIRE SPRINKLERS SHALL ONLY BE SEALED IN A MANOR THAT IN RECOMMENDED BY THE MANUFACTURER. CALKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR CEILINGS. INSULATION INSTALLATION CRITERIA THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE AIR BARRIER. ACCESS HATCHES AND DOORS SHALL BE INSTALLED AND INSULATED IN ACCORDANCE WITH SECTION R402.2.5. EAVE BAFFLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R402.2.4. KNEE WALL KNEE WALLS SHALL HAVE AN AIR BARRIER BETWEEN CONDITIONED AND UNCONDITIONED SPACE INSULATION INSTALLED IN A KNEE WALL ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R402.2.3. AIR-PERMEABLE INSULATION SHALL BE ENCLOSED INSIDE AN AIR BARRIER ASSEMBLY. INSULATION SHALL NOT BE REQUIRED IN THE ROUGH OPENING GAP EXCEPT AS REQUIRED BY THE FENESTRATION MANUFACTURER'S INSTRUCTIONS. b INSULATION SHALL BE FITTED TIGHTLY AROUND UTILITIES PASSING THROUGH SHAFTS AND PENETRATIONS IN THE BUILDING THERMAL ENVELOPE TO MAINTAIN REQUIRED R- VALUE. NARROW CAVITIES OF 1 INCH OR LESS THAT ARE NOT ABLE TO BE INSULATED SHALL BE AIR SEALED. INSULATED PORTIONS OF THE GARAGE SEPARATION ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R303 AND R402.2.8. ALL HOLES CREATED BY WIRING, PLUMBING OR OTHER OBSTRUCTIONS IN THE AIR BARRIER ASSEMBLY SHALL BE AIR SEALED. BOXES, HOUSING AND ENCLOSURES SHALL BE BURIED IN OR SURROUNDED BY INSULATION. HVAC SUPPLY AND RETURN REGISTER BOOTS LOCATED WITHIN A BUILDING THERMAL ENVELOPE ASSEMBLY SHALL BE BURIED IN OR SURROUNDED BY INSULATION. COMMON WALLS OR DOUBLE WALLS SEPARATING ATTACHED SINGLE- FAMILY DWELLINGS OR TOWNHOUSES AN INTERIOR AIR BARRIER SHALL BE PROVIDED. aIR SEAMING AT THE INTERSECTIONS WITH BUILDING THERMAL ENVELOPE SHALL BE PROVIDED. WHERE INSTALLED IN A FIRE-RESISTANCE- RATED WALL ASSEMBLY, AIR SEALING MATERIALS SHALL COMPLY WITH ONE OF THE FOLLOWING: 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 APPROVED COMMON WALL OR DOUBLE-WALL DESIGN AND INSTALLED IN 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 FLASHING DECKING DECK JOIST 2 LEDGER & HANGERS @ JOIST SPACING 1/2" DIA.x 3 1/2" LAG BOLTS SEE PATTERN DETAIL SIMPSON DTT1Z HOLD DOWNS EVENLY SPACED & 1 WITHIN 24" FROM END OF LEDGER DECK DETAIL SCALE:1/2"=1'-0" DECK DETAILS 6'-6"4'-1"3'-10" 9" EXISTING FLOOR JOISTS EXISTING FOUNDATION WALL 2x10 LEDGER BOARD & HANGERS @ 16" O.C. 2x10 JOISTS @ 16" O.C. 6x6 NOTCHED POST 10" DIA. CONCRETE FILLED COLUMN SCALE:3/8"=1'-0" SUPPORT DETAIL 8" 4'-0" GRADE EXISTING FOUNDATION WALL R19 INSULATION BLANKET 10" DIA. CONCRETE FILLED TUBE KITCHEN CRAWL SPACE EXISTING ROOF SYSTEM R49 INSULATION SCALE: 1/4"=1'-0" SECTION C 2x6 STUDS @ 16" O.C. 6" R21 INSULATION VAPOR BARRIER (WINTER WARM SIDE) 7/16" O.S.B. WALL SHEATHING BUILDING WRAP TAPE SEAMS METAL SIDING 3/4" T&G O.S.B. SUBFLOOR 2x10 JOISTS @ 16" O.C. 9" R30 INSULATION 1/2" TREATED PLYWOOD SEE FRAMING DETAIL 6x6 NOTCHED POST ABU66 ANCHOR 12'-0" OFFICE/ GUEST ROOM MASTER BEDROOM BASEMENT SCALE: 1/4"=1'-0" SECTION D ASSUMED FLOOR JOIST LAP BEARING WALL TO BE REMOVED NEW 2x4 BEARING WALL EXISTING FLOOR ASSEMBLY SISTER 2x8 JOISTS TO EXISTING JOISTS THIS ROOM & SERVING CLOSET ONLY EXISTING FLOOR ASSEMBLY DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: 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. 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 09 J E N H A Y E S J A C K H A Y E S & GROUND SNOW LOAD (#) DESIGNED FOR: DESIGNED FOR: PLAN NO:PLAN NO: PAGEPAGE OFOF DRAWN BY:DRAWN BY: REVISIONS/DATE:REVISIONS/DATE: 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 UNIFORMLY DISTRIBUTED 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, FACE NAIL 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 EACH BEARING --- --- --- NAIL EACH LAYER AS FOLLOWS:32" O.C. AT TOP AND BOTTOM STAGGERED. TWONAILS AT ENDS AND AT 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 ¼ SCREWS, TYPE W OR S EDGES(INCHES)h 4 4 INTERMEDIATE SUPPORTS b,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 DESIGN TEMP ICE SHIELD UNDERLAYMENT REQUIRED FLOOD HAZARDWEATHERINGFROST DEPTH (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 47SEVERENONO50115SLIGHT TO NONE48B 2000-1 STAIRS GUARDS AND HANDRAILS 200 SLEEPING ROOMS 30 40 2x4 DIAGONAL BRACING @ 45° ANGLE NAILED TOTOP SIDE OF BOTTOM CHORD WITH 2-12D NAILS. 2x4 LATERAL BRACING NAILED TO TOP SIDE OF BOTTOM CHORD WITHMINIMUM 2-12D NAILS. DIAGONAL BRACED BAYS; EACH END OF BUILDING & AT 20' INTERVALS. PROVIDE ADDITIONAL BRACING AS PER TRUSS MANUFACTURER'S TRUSS CERTIFICATIONS. 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 THE UNITED 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 DO SO 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 BE USED 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 FOR CONSTRUCTION METHODS OR TECHNIQUES, OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS 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 WITH PROCEEDING 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 IN CONFORMANCE 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 THE VERTICAL 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 06/18/2606/18/26 021626021626 JCB/DWJCB/DW 1 010 J E N H A Y E S J A C K H A Y E S & 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 Project Name: Site Address: 8 Newton Ave Client:Jen and John Hayes Site City: Saratoga Springs, NY Material Location Brand Style Color Notes Siding Throughout Custom 6" Continous with Wood Grain White See attched Picture Roofing Main Roof Owenings Corning Tru Duration Black See atatched Spec's Roofing Lower Roof Custom Standing Seam Black See attached picture Decking Exterior Porch Trex Select Whiskey Barrel See atatched Specs Railings Exterior Porch Trex Select White See attached Spec's Winodws Throughout Anderson 100 Series Black See atatched Spec's Doors Throughout Therma Tru Smooth Star Black See atatched Spec's Masonry Exterior Porch Versetta Stone Tight Cut Mission Point See attached SPEC Finish Selection Sheet Exterior Tejas con tecnología patentada SureNail® Desert Rose1Colonial Slate1 Midnight Plum1/4 Onyx Black1 Harbor Blue1 Brownwood1 Estate Gray1Driftwood1 Chateau Green1 Peppercorn1 TruDefinition® DURATION® Shingles with Patented SureNail® Technology | THAT ’S EASY ON THE BUDGET. A MODERN LOOK 100 SERIES 2022 PRODUCT GUIDE FOR PROFESSIONALS 2 COLORS THAT LAST Durable factory-finished interiors and exteriors never need painting and won’t fade, flake, blister or peel,* even in extreme cold or heat. ENERGY EFFICIENT IN EVERY CLIMATE Energy-efficient 100 Series products are available with options that make them ENERGY STAR® certified throughout the U.S. so they can help reduce heating and cooling bills. Visit andersenwindows.com/energystar for more information and to verify that the product with your glass option is certified in your area. QUALITY SO SOLID, THE WARRANTY IS TRANSFERABLE* Many other window and door warranties end when a home is sold, but our coverage — 20 years on glass, 10 years on non-glass parts — transfers from each owner to the next. And because it's not prorated, the coverage offers full benefits year after year, owner after owner. So it can add real value when you decide to sell your home. DESIGNED FOR PERFORMANCE 100 Series products are designed to meet or exceed performance requirements in all 50 states.† See pages 103-104 for details. PERFORMANCE 100 Series products simply perform like modern windows and doors should. They’re made from our proprietary Fibrex® material, which is extremely low maintenance and blocks thermal transfer 700 times better than aluminum to help your customers save money on heating and cooling costs. *Visit andersenwindows.com/warranty for details. **Products with Sandtone, dark bronze and black interiors have matching exteriors. †See your local code official for code requirements in your area. ††100SHS4066 DPUP IG +50/50 (AAMA/WDMA/CSA 101/I.S.2/A440-08 & -11). Optional PG50 performance grade upgrade is available for most sizes. For more information, visit andersenwindows.com/100series. “ENERGY STAR” is a registered trademark of the U.S. Environmental Protection Agency. SUPERIOR WEATHER RESISTANCE Our weather-resistant construction seals out drafts, wind and water so well that your reputation is protected whatever the weather. ATTRACTIVE CORNER SEAMS Low-visibility corner seams for a cleaner and more modern look. ATTRACTIVE MATTE INTERIORS Premium matte finish isn’t shiny like vinyl and is available in white, Sandtone, dark bronze and black.** EASY TO OPERATE FOR YEARS TO COME All 100 Series products are tested to the extreme to deliver years* of smooth, reliable operation. PG 50 PERFORMANCE 100SHS4066 DPUP +50/-50 (AAMA/WDMA/CSA 101/I.S.2/A440-08 & -11) OPTIONAL PERFORMANCE UPGRADE †† 6 WINDOW & DOOR TYPES Available in custom sizes to fit all projects. GLIDING WINDOWS Gliding windows have one stationary sash and one operating sash that glides horizontally. A three-sash configuration, where two sash glide past a fixed center sash, is also available. CASEMENT & AWNING WINDOWS Casement windows are hinged on the side and open outward to the left or right, while awning windows are hinged at the top and open outward. Both are also available as non-operating stationary windows. SINGLE-HUNG WINDOWS Single-hung windows feature a fixed upper sash with an operable lower sash that slides up and down. For convenience, the hardware locks automatically when the window is closed. An arch single-hung is also available to add architectural interest. Picture With Flanking Casements Twin Casement Gliding Stationary-Active Gliding Active-Stationary Gliding Active-Stationary-Active, 1:1:1 Sash Ratio Gliding Active-Stationary-Active, 1:2:1 Sash Ratio Arch Single-HungTwin Single-Hung Picture With Flanking Single-Hungs 7 GLIDING PATIO DOORS Patio doors feature one stationary panel and one operating panel that glides smoothly on adjustable rollers. They feature a multi-point locking system for enhanced security and an optional exterior keyed lock for convenience. Sidelights and transoms are also available. PICTURE, TRANSOM & SPECIALTY WINDOWS Choose from a variety of shapes to make a signature statement or provide a delicate lighting accent. Shapes include picture, transom, half circle, quarter circle, circle, Springline™ and arch windows. Custom shapes are also available, including unequal leg arch, trapezoid, pentagon, octagon and triangle windows. 9 Dimensions in parenthesis are in millimeters. Insert1-3/8" Flange Setback NO Flange1" Flange Setback No Flange Insert FRAME TYPES: 13/8" Flange Setback or 1" Flange Setback With Stucco Key For new construction, both frames have an integral installation flange that makes installation into a new opening easy and helps make sure the windows and doors are weathertight. For stucco exteriors, choose the frame with the stucco key to eliminate gaps that can result from the natural contraction of exterior stucco. REMODELING & REPLACEMENT Whether you're adding or updating, Andersen® 100 Series windows and patio doors enhance any project with a variety of styles, shapes and colors, with custom sizing in 1/8" (3) increments. The no-flange frame options include pre-drilled, through-the-jamb installation holes and installation screws to save you time. FRAME TYPES: No Flange or Insert The no flange frame allows for full removal of an existing window in situations where the frame is rotten or damaged. The no flange window is then installed into the existing rough opening. The insert frame provides fast and easy window replacement when installing the window into an existing window frame without disturbing the interior or exterior trim, saving time and money. The exterior accessory kerf allows for convenient finishing of the window. An exterior sill extender is available to fill the gap at the sill. Exterior frame extenders and a head expander are also available. • 3 1/8" (79) uniform sight lines allow for easy specification. • An extension jamb attachment flange is available for easy application of extension jambs on the job site. • Single-hung drywall pass-through windows have an upper sash that can be easily removed on the job site after the window is installed. With both sash removed, drywall can easily fit through upper floor windows. Single-Hung Gliding Casement 3 1/8" NEW CONSTRUCTION You’ll find a 100 Series window or door to match any project from commercial to residential — no matter the location. And with uniform sight lines, it's easy to specify 100 Series products for the entire project. 1 3/8" (35) Flange Setback 1" (25) Flange Setback With Stucco Key Insert1-3/8" Flange Setback NO Flange1" Flange Setback 1 3/8" (35) Insert1-3/8" Flange Setback NO Flange1" Flange Setback Stucco Key 1" (25) No Installation Flange Insert1-3/8" Flange Setback NO Flange1" Flange Setback Sill Extender Accessory Kerf 10 *Products with Sandtone, dark bronze and black interiors have matching exteriors. Printing limitations prevent exact duplication of colors. See your Andersen supplier for actual color samples. Dark Bronze *Dark Bronze* Black *Black* TerratoneSandtone *Sandtone* White White EXTERIOR COLORS INTERIOR COLORS EXTERIOR & INTERIOR COLORS 100 Series windows and patio doors come in five exterior colors, including dark bronze and black – colors that are darker and richer than those of most vinyl windows. The interiors feature a premium matte finish for an attractive appearance. Decking & Railin 202 Product GUID for your life outdoor With cable, mesh, glass and baluster infill options, you can achieve a look that suits your style and is a modern alternative to standard wood or vinyl railing Elevated Styl With railing kits, pre- assembled panels, clear instructions and the right tools, installing your railing feels straightforward from start to finish Install with Confidenc Built with the same outstanding durability as Trex decking. Your railing is engineered to endure whatever Mother Nature sends its way.** Durability to Match Our Deckin From traditional composites to sleek metal offerings, our wide selection of safe and stylish railing options offers more choices for your build More Material Option ***For full details, see the Trex Railing Limited Warranties at trex.com/customer-support/trex-owners/warrant RAILING: Trex Select® Classi DECKING: Trex Transcend® Lineage® in Salt Flat RAILING: Trex Signature® X-Series™ Frameless Glass I nfil DECKING: Trex Transcend® Lineage® in Salt Flat RAILING: Trex Signature® X-Series™ Cabl feel b eautifull y complet A n ele v ated inish for spaces tha RAILIN DECKING: Trex Transcend Lineage™ - Rainie DECKING : Trex Signature ® in Ocracoke RAILING: Trex Signature ® Mes DECKING: Trex Transcend® Lineage® in Salt Flat RAILING: Trex Signature® X-Series™ Frameless Glass Infil Trex Enhance® Naturals in Cinnamon C ov D eck colors with these symbols are part of Trex ’s collection of decking built to rise to the challenge. Fire-resistant by design and Trex-truste d by name, making them an excellent option for areas prone to wildfires F ire -Resistan Water has met its match. Every Trex composite board is 100% submersible and is trusted across oceans, lakes, and everything in between. More than 2 million s q . ft. of Trex decking installed and counting has been used in waterfront pro j ects since 2010 Marine -G rad O ur boards need no sanding or staining. S imple soap & water cleanup keeps decking like new.* Easy Cleanu C omposite deck boards that stand up to both weather and weekend mishaps alike-they won’t rot, warp, or splinter, and resists stains.* Durabilit **For full details, see the Care and Cleaning Guide at trex.com/car *Although Trex decking products with SunComfortable heat-mitigating technology are designed to be cooler than most other composite decking products of a similar color, on a hot sunny day, they will get hot. On such days, care should be taken to avoid extended contact between exposed skin and the deck surface, especially with young children and those with special needs SunComfortable ™ Technology Deck colors with this sy m bol are engineered with heat -m itigating technology to help reduce sur f ace te m peratures . Trex Transcend ® Lineage® in Biscayn C omposite dec k ing designed fo r lasting b eaut y and e v er y da y eas DECK IN DECKING: Trex Transcend®Lineage® in Salt Flat RAILING: Trex Signature® X-Series™ Cabl Trex Refuge™ Ignition-resistant PVC. Built for beauty. Tested for fire. DECKIN Trex Signature Setting a new standard for styl Trex Transcend® Lineage Our coolest* decking ye Trex Transcend Elevated aesthetics from the original high-performance deckin Martis Valle Point Reye Saddl Clam Shel Tide Poo Pebble Beac Toasted San Cinnamon Cov Foggy Whar Rocky Harbo Honey Grov Golden Hou Malted Barle Millston Whiskey Barre Pebble Gre Saddl Island Mis Havana Gol Lava Roc Tiki Torc Spiced Ru Rope Swin Island Mis Rainie Jaspe Biscayn Hattera Carme Salt FlaWhidbe Ocracok Trex Enhance® Natural Beauty on a budge Trex Enhance® Basic A trade up from woo Bo a rds wi t h t hese symbo l s a re Wi l d la nd Urb a n In t erf a ce (WUI) comp l i a n t , m a king t hem a n exce ll en t op t ion for a re a s prone t o wi l dfires Trex Refuge PVC decking is engineered for igni t ion resis ta nce wi t h a C la ss A Fla me Spre a d Rat ing, giving homeowners a dded confidence when i t m att ers mos t Trex Select Nature inspired with minimal maintenance M ake the Tre x decision that ’s right for you ™ BOA RD P R O F I L E S q uare edg G rooved edg Use wi t h Trex Hide awa y ® Hidden Fastening S ystem for a cl e an, screw -free appe ara nce Solid Scallope Trex S unComfor ta b l e ™ Techno logy redefines what perform a nce l ooks l ike in t he he at . O ur he at- mi t ig at ing * decking is engineered t o re fl ec t so la r energy and reduce he at a bsorp t ion, keeping deck surf a ces coo l er* versus s ta nd a rd composi t e decking *Although Trex decking products with SunComfortable heat-mitigating technology are designed to be cooler than most other composite decking products of a similar color, on a hot sunny day, they will get hot. On such days, care should be taken to avoid extended contact between exposed skin and the deck surface, especially with young children and those with special needs $$$$ $$$$ $$$$ $$$$ $$$$ $$$$ $$$$ SCA N TO USE OU R D E CK D ESIG NE R pric LIMITED RESIDENTIAL WARRANTY COVERAG SCRATCH RESISTANCE RATIN SunComfortable™ TECHNOLOGY Fire -ResistanICON K E $-$$$$ Available in select region Square baluster Square balusterRound aluminum baluster Visit trex.com or call 1-800-BUY-TRE Available at home center Customize almost any Trex railing with options like cocktail rails, curves, lighting or ADA option DECKING: Trex Transcend® Lineage® in Salt Flat RAILING: Trex Signature® X-Series™ Frameless Glass Infil RAILIN Stainless steel cable infil Frameless glass infil Rod rail infil Square or round baluster Stainless steel mesh infil Glass infil Round aluminum baluster Mix & match color Square composite baluster Personalize your look Trex Signature X-Series™ Railin Charcoal Blac T he inal touch t complete y our spac Classic rail with round aluminum baluster T-Rail with square composite baluster T-Rail with round aluminum baluster Classic rail with steel mesh infil Trex Signature Aluminum Railin Charcoal Blac Bronz Classic Whit Trex Transcend Composite Railin Classic Whit Vintage Lanter Rope Swin Charcoal Blac Trex Select Composite Railin Classic Whit Charcoal Blac Trex Select™ Aluminum Railin Charcoal Blac Burnished Bronz Trex Enhance™ Steel Railin Charcoal Blac Trex Enhance Composite Railin Classic Whit Vintage Lanter SaddlCharcoal Blac pric LIMITED RESIDENTIAL WARRANTY COVERAG RAILING DESIGN FLEXIBILIT I C ON KE S CAN TO USE OUR RAILING DESIGNE R TOO $$$$$$$$$$$$$-$$$$$$$$ $$$$ $$$$$$$$ $-$$$$ THE BEAUTY OF STONETHE SIMPLICITY OF SIDING Northern Ash Plum Creek NEW for 2025 Granite Peak NEW for 2025 Lunar Drift Mission Point NEW for 2025 Glen Canyon Sterling Actual colors may vary from printed representations.12 TIGHT-CUT With its traditional look of random ashlar or quarried limestone, this profile fits tightly together to emulate rural 19th century American architecture. Use it inside for an accent wall or fireplace, or outside around a patio or pool. Plum Creek 13 Tight-Cut In Granite Peak EXTERIOR APPLICATIONS 14 Ledgestone In Mission Point Ledgestone In SterlingTight-Cut In Plum Creek 19 Ledgestone In Sterling Ledgestone In Mission Point 20 THE VERSETTA STONE ® SYSTEMFROM START TO FINISH, THE COMPLETE SYSTEM FOR YOUR NEXT PROJECT Universal Corner 1 Trim Stone 3 Light Box 6 Flat Panel 2 J-Channel 7 Starter Strip 8 5 2 4 1 22 Fastening Screws*Receptacle Box 5 Large Light Box Wainscot Cap/Sill 4 Ledgestone In Plum Creek *Not available in other colors. 8 3 6 7 Pier Cap 23 EVERYTHING YOU NEED FOR A PERFECT FINISH Mortarless panels are designed for quick and easy installation using mechanical fasteners. 1/4" Rain Screen (on back) Nailing Flange Pre-drilled Weep Holes Groove Tongue Ledgestone In Mission Point 24 UNIVERSAL CORNER • Corner panel size is 36" x 8" • Same size and shape as flat panel • Features finished edges • For use on end wall terminations, inside and outside corners and columns *Includes a 50-year corrosive-resistant warranty. • Panel exposure size is 36" x 8" • Covers two square feet per panel • Uses four screws per panel • Each flat panel embedded with a G-90 galvanized nail strip* FLAT PANEL Tight-Cut In Plum Creek 25 9.5" x 15" 1-3/4" Thickness 8" x 6" 1-3/4" Thickness RECEPTACLE BOX LARGE LIGHT BOX 10" x 8" 1-3/4" Thickness LIGHT BOX 36" x 9-1/2" 8.2" Exposure TRIM STONE 36" x 3-1/2" 2.6" Exposure / 3" Thickness WAINSCOT CAP/SILL 10’ Length STARTER STRIPJ-CHANNEL 10’ Length Versetta Stone® accessories make it simple to create a fully finished look without extra hassles or wasted time. Every component, from corners and sills to receptacle boxes to fasteners and adhesives, works as a system with our stone siding panels. Made with the same premium materials and in coordinating styles, colors and textures, our accessory system ensures you have what it takes to achieve perfect and professional-looking results—all in one place. • 10 x 1-5/8" (not for application over insulation) • 10 x 2-1/4" (meant for applications over 1" insulation) • Made of case hardened carbon steel • Ideal for interior and exterior applications • Tight Star Recess system grasps the U-Bit tightly FASTENING SCREWS Taupe Stone Grey Charcoal Accessories are available in the following colors: 22" x 22" 2" Thickness PIER CAP 26 27 Ledgestone In Mission Point Ledgestone In Sterling